MS 030 Steel Shop Drawings Page 1.pdf
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- Repair Maintenance Shop BLDG 8040
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- FA4661-21-R-0001
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MATERIAL APPROVAL SUBMITTAL
(See Instructions on Reverse)
Form Approved OMB No 9000-0062
Expires May 31, 2005
Public reporting burden for this collection of information is estimated to average 20 minutes per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden to the Department of Defense, Washington Headquarters Services, Directorate for Information Operations and
Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington VA 22202-4302, and to the Office of Management and Budget, Paperwork Reduction Project OMB No 9000-0062, Washington DC 20503. Please DO NOT RETURN your form to either of these addresses. Send your completed form to: SAF/AQCP, 1060 Air Force Pentagon, Washington DC
TO: (Contracting Officer) FROM: (Contractor) DATE
CONTRACT NUMBER SUBMISSION NUMBER SUBMITTAL
PREVIOUS SUBMISSION NUMBER PROJECT NUMBER
TO BE COMPLETED BY CONTRACTOR FOR GOVERNMENT USE ONLY
ITEM
NO.
SPECIFICATION SECTION/
PARA NO./DRAWING NO.
DESCRIPTION OF MATERIAL
(Include Type, Model Number, Catalog Number, Mfg., etc.)
AP-
PROVED
DISAP-
PROVED
SEE
REVERSE
INITIAL
BY COMPLETING THIS FORM, THE UNDERSIGNED CONTRACTOR CERTIFIES THAT
THE MATERIAL COMPLIES WITH ALL SPECIFICATIONS OF SUBJECT CONTRACT.
DATE (YYYYMMDD) TYPE OR PRINT NAME AND GRADE SIGNATURE
FOR GOVERNMENT USE ONLY
TO: (Base Civil Engineering Officer)
For Evaluation and Action RNLT ________________ OR SOONER
DATE (YYYYMMDD) TYPE OR PRINT NAME AND GRADE SIGNATURE
TO: (AF Contracting Office)
RECOMMEND APPROVAL DISAPPROVAL AS INDICATED ABOVE AND SUBJECT TO ANY APPLICABLE COMMENTS ON THE REVERSE
DATE (YYYYMMDD) TYPE OR PRINT NAME AND GRADE SIGNATURE
TO: (Contractor)
APPROVED
DISAPROVED AS INDICATED ABOVE AND SUBJECT TO ANY APPLICABLE COMMENTS ON THE REVERSE SIDE. REQUEST
RESUBMITTAL ON DISAPPROVED ITEMS WITHIN ____ DAYS OF DATE SHOWN BELOW.
DATE (YYYYMMDD) TYPE OR PRINT NAME AND GRADE SIGNATURE
AF IMT 3000, 20030901, V1 PREVIOUS EDITION IS OBSOLETE.
New Resubmittal
COMMENTS
(Number to correspond with applicable Item Number on reverse)
INSTRUCTIONS TO CONTRACTORS
1. The term "material" is defined as articles, supplies, raw materials, equipment, parts, components, and end items that are to be incorporated into the work required by the contract.
2. This form is to be used by contractors for submitting Shop Drawings, Equipment Data, Manufacturer's Literature and Certificates and samples of Materials to the Government for approval in accordance with the provisions of this contract. Unless otherwise specified, it is to be prepared in 4 copies, signed, and provided to the contracting officer with appropriate attachments.
3. Item(s) to be approved will be clearly tabbed or identified. Data pertaining to item(s) to be approved will be clearly identified or tabbed, particularly where documents are voluminous, in order to properly evaluate the materials or articles to be incorporated in the work. Each attachment will be numbered to correspond with the item number shown on the face of this form.
4. Requests submitted shall be numbered consecutively, by contract, in the space entitled "Submission No.". This number, in addition to the Contract No., will be used to identify each Material Approval Submittal. Resubmissions will be indicated in the appropriate block and the insertion of previous submission number and data in addition to a new submission number. A single submission should be used for all work of a section of the specifications, but in NO instance should the submission include work for more than one (1) contract. Submittals requiring priority handling will be submitted by separate submittal using the form and so marked across the face of the form.
5. This Material Approval Submittal is not valid unless it is signed by the contracting officer. This approval is required as called for by the contracting officer under the terms of this contract.
AF IMT 3000, 20030901, V1 (REVERSE)
Fabrication Drawings
There is 1 copy
02/08/18
003-18 - Dyess AFB Bldg 8040
FARR Builders, LLC
3401 S Gevers
San Antonio
TX
Approval
To:
Rene Garcia
Enclosed following for your:
Attention of :
Address:
Contract
Transmittal date :
DRAWING TRANSMITTAL
Revision Drawing Title
78210
Transmittal No.: 4
02/22/18
Response required by:
By
Please review drawings for compliance with contract documents. Please verify or change any clouded areas. If any clouded areas are not addressed directly, they will be considered correct.
Please review promptly, as to adhere to the strict project schedule.
Drawing Date
Phone:
210-385-2080
Column Shop Drawing103 02/08/18
Column Shop Drawing104 02/08/18
Column Shop Drawing105 02/08/18
Column Shop Drawing106 02/08/18
Column Shop Drawing107 02/08/18
Column Shop Drawing108 02/08/18
Column Shop Drawing109 02/08/18
Beam Shop Drawing112 02/08/18
Beam Shop Drawing113 02/08/18
Beam Shop Drawing114 02/08/18
Beam Shop Drawing115 02/08/18
Beam Shop Drawing116 02/08/18
Beam Shop Drawing117 02/08/18
HSS Wind Bracing Shop Drawing120 02/08/18
HSS Wind Bracing Shop Drawing121 02/08/18
HSS Wind Bracing Shop Drawing122 02/08/18
HSS Wind Bracing Shop Drawing125 02/08/18
Door Jam Shop Drawing126 02/08/18
Door Jam Shop Drawing127 02/08/18
W.S. Steel Structures, L.P.
31817 Rice Road Bulverde TX 78163 Fax: 830-980-3141 Phone: 830-980-7208
Fabrication Drawings
02/08/18
003-18 - Dyess AFB Bldg 8040
FARR Builders, LLC
3401 S Gevers
San Antonio
TX
Approval
To:
Rene Garcia
Enclosed following for your:
Attention of :
Address:
Contract
Transmittal date :
DRAWING TRANSMITTAL
Revision Drawing Title
78210
Transmittal No.: 4
02/22/18
Response required by:
By
Drawing Date
Phone:
210-385-2080
Girt Shop Drawing130 02/08/18
Girt Shop Drawing131 02/08/18
Girt Shop Drawing132 02/08/18
Girt Shop Drawing133 02/08/18
Girt Shop Drawing134 02/08/18
Girt Shop Drawing135 02/08/18
Girt Shop Drawing136 02/08/18
Girt Shop Drawing137 02/08/18
Girt Shop Drawing138 02/08/18
Girt Shop Drawing139 02/08/18
Misc. Part Shop Drawing143 02/08/18
Misc. Part Shop Drawing144 02/08/18
Threaded Rod Shop Drawing146 02/08/18
Threaded Rod Shop Drawing147 02/08/18
Erection Drawings
02/08/18
003-18 - Dyess AFB Bldg 8040
FARR Builders, LLC
3401 S Gevers
San Antonio
TX
Approval
To:
Rene Garcia
Enclosed following for your:
Attention of :
Address:
Contract
Transmittal date :
DRAWING TRANSMITTAL
Revision Drawing Title
78210
Transmittal No.: 5
02/22/18
Response required by:
By
Please review drawings for compliance with contract documents. Please verify or change any clouded areas. If any clouded areas are not addressed directly, they will be considered correct.
Please review promptly, as to adhere to the strict project schedule.
Drawing Date
Phone:
210-385-2080
3D ViewE101 02/08/18
Overall Roof Framing PlanE102 02/08/18
Partial Roof Framing PlanE103 02/08/18
Partial Roof Framing PlanE104 02/08/18
Erection Elevation PlanE105 02/08/18
Erection Elevation PlanE106 02/08/18
Erection Elevation PlanE107 02/08/18
Erection Elevation PlanE108 02/08/18
Erection Elevation PlanE109 02/08/18
Erection Section DrawingE110 02/08/18
Erection Section DrawingE111 02/08/18
Erection Section DrawingE112 02/08/18
1/D-A
103C1COLUMN1
C - C c103
4/ c103
4/
114/114/
114/114/
1/D-A
103C2COLUMN1
c103
B - B
114/
4/
114/
AA
g103
(CTR'D)
BB
316/ c103 (F/S) b103 c103 (F/S) c103 (N/S)
E L
4/
TYP
d103 (N/S)
114/
CC
TYP
S o u th c103 (B/S)
114/
8/
316/
TYP
c103 (B/S)
4/
H S
S
X
X
2/ x
E L
8/
38/
114/
38/
8/
114/
1'-2316/
TYP
g103
(CTR'D)
c103 (B/S)
316/
TYP
S o u th c103 (B/S) c103 (N/S) c103 (N/S)
8/
38/
114/ c103 (F/S) b103
DD
316/
TYP
EE
FF
E L
8/
E L
114/
8/
38/
8/
8/
H S
S
X
X
2/ x
1'-2316/
8/ c103 g103 b103
38/
8/ c103
134/TYP
d103
8/
8/
8/ c103
8/
4sides of tube
Prepare for Groove Weld
38/
134/ TYP
8/
2- c103
2- c103
8/
8/ R
D
8/ c103
2- c103 c103 g103 c103
38/
8/ c103
8/
8/ b103
2/ d103
8/
8/ c103
134/ TYP
8/ R
D
4sides of tube
Prepare for Groove Weld
8/
134/TYP
8/
8/
38/ b103
2/
2 - 78/ "Ø
A - A
114/134/ 114/
D - D
2/
2 - 78/ "Ø b103
2/
134/ 114/ 114/ c103
E - E
114/ 114/
4/
F - F c103 c103
114/
114/
4/
114/
114/
4/
TOTAL
QTY.
FIELD BOLTS LENGTHMember
2 3/4"Ø A325N BOLT 0'-1 3/4"103C1
2 3/4"Ø A325N BOLT 0'-1 3/4"103C2
E103
E70XX UNO.
13/16Ø UNO.
A36 UNO.
MR
TEXAS
FARR Builders, LLC
HCL Engineering / Castillo Architects
DYESS Air Force Base 003-18
VJ
REF:
JOB NO.
DWG. NO.
W.S. STEEL
DRWN
PROJECT
STEEL:
PRIMER:
HOLES:
WELDS:
Ph: (830) 980-7208 Fax: (830) 980-3141
CONTRACTOR:
ENG / ARCH:
CHKD
31817 RICE RD. BULVERDE, TX 78163
Issued for Approval
One coat primer UNO.
STRUCTURES
A
DATE 02/08/2018
REMARKSDATEREV
Feb 08, 2018 For ApprovalA
BILL OF MATERIAL
MARK QTY SHAPE / DESCRIPTION LENGTHMK REMARKSQTY
SHIPPING
BILL
WT-each (Lbs.)
103C11 HSS6X6X1/2 20'-5 11/16" A500-GR.B 718
b103 1 FB3/8"X6" 0'-9" c103 7 L3X3X3/8 0'-4 1/2" d103 1 FB3/8"X6" 1'-8 5/8" (BENT) g103 1 FB3/16"X6" 0'-6"
103C21 HSS6X6X1/2 18'-7 13/16" A500-GR.B 658
b103 1 FB3/8"X6" 0'-9" c103 7 L3X3X3/8 0'-4 1/2" d103 1 FB3/8"X6" 1'-8 5/8" (BENT) g103 1 FB3/16"X6" 0'-6"
12/D
104C1COLUMN1
d104 c104 b104
38/ 18/
234/234/
C - C h104
316/
CC
S o u th h104 g104 b104
BB
316/
4/
H S
S
X
X
4/ x
E L
-7
8/
G - G d104
B - B
1'-6
4 - 1 116/ "Øb104
516/
516/ b104
A - A
4 - 1 116/ "Ø
1'-6
41 2/ h104
8/ g104 b104
516/
14/
4/
R D
11 2/
41 2/
E L
8/
12/D-A
104C2COLUMN1
12/D-A
104C3COLUMN1
E - E
2/
434/
2/ k104
TYP
F - F
316/ h104
516/
D - D
4 - 1 116/ "Ø b104
1'-6
3 6 b104
4/ g104
316/ h104 k104
S o u th
2- k104
TYP
EE
DD
FF
E L
-7
4/
4/
4/
R D
H
S S
X
X
4/ x
2- k104
TYP
h104 b104 g104 k104
516/
5 8/
4/
R D
14/
316/
TYP
2/
2/
E L
2/
112/ 112/ d104 (F/S)
38/
14/
E a s t c104 b104
3 4/
GG
AA
4/
R D
2/
E L
2/
2/
2/
2/
4/
E L
-7
8/
W
X x
TOTAL
QTY.
FIELD BOLTS LENGTHMember
4 3/4"Ø A325N BOLT 0'-2 1/4"104C2
4 3/4"Ø A325N BOLT 0'-2 1/4"104C3
8 3/4"Ø A325N BOLT 0'-2 1/2"104C1
E104
E70XX UNO.
13/16Ø UNO.
A36 UNO.
MR
TEXAS
FARR Builders, LLC
HCL Engineering / Castillo Architects
DYESS Air Force Base 003-18
VJ
REF:
JOB NO.
DWG. NO.
W.S. STEEL
DRWN
PROJECT
STEEL:
PRIMER:
HOLES:
WELDS:
Ph: (830) 980-7208 Fax: (830) 980-3141
CONTRACTOR:
ENG / ARCH:
CHKD
31817 RICE RD. BULVERDE, TX 78163
Issued for Approval
One coat primer UNO.
STRUCTURES
A
DATE 02/08/2018
REMARKSDATEREV
Feb 08, 2018 For ApprovalA
BILL OF MATERIAL
MARK QTY SHAPE / DESCRIPTION LENGTHMK REMARKSQTY
SHIPPING
BILL
WT-each (Lbs.)
104C11 W12X40 13'-1 7/16" A992-GR.B 628
b104 1 PL3/4"X18" 1'-6" c104 1 FB3/4"X8 1/2" 1'-7" d104 1 FB3/8"X3 1/2" 0'-6"
104C21 HSS6X6X1/4 18'-5 11/16" A500-GR.B 426
b104 1 PL3/4"X18" 1'-6" g104 1 FB5/8"X9" 1'-0" h104 1 FB3/8"X6" 1'-1"
104C31 HSS6X6X1/4 17'-9 7/16" A500-GR.B 424
b104 1 PL3/4"X18" 1'-6" g104 1 FB5/8"X9" 1'-0" h104 1 FB3/8"X6" 1'-1" k104 3 L3X3X3/8 0'-6"
12/A
105C1COLUMN1
D - D d104
8/
B - B
4 - 1 116/ "Ø
516/ b104
1'-6 b105 b104
4/
E L
-7
S o u th
BB
H
S S
X
X
4/ x c104 d104
18/
234/ b104
38/
234/ b105 b104
516/
E L
8/
41 2/
11 2/
41 2/
8/ 4 b104 d104 (F/S) c104
E a s t
8/
W
X x
38/
14/
AA
E L
-7
4/
R D
DD
E L
31 2/
4/
4/
41 2/
31 2/ 41 2/
11 2/
14/D-A
105C3COLUMN1
14/D-A
105C2COLUMN1
b104
8/ b105
516/
E L
8/
41 2/
11 2/
41 2/ b104 b105
CC
S o u th
H S
S
X
X
4/ x
4/
E L
-7
3 6
C - C
516/ b104 4 - 1 116/ "Ø
1'-6
A - A
4 - 1 116/ "Ø b104
516/
1'-6
TOTAL
QTY.
FIELD BOLTS LENGTHMember
4 3/4"Ø A325N BOLT 0'-2 1/4"105C2
4 3/4"Ø A325N BOLT 0'-2 1/4"105C3
8 3/4"Ø A325N BOLT 0'-2 1/2"105C1
E104
E70XX UNO.
13/16Ø UNO.
A36 UNO.
MR
TEXAS
FARR Builders, LLC
HCL Engineering / Castillo Architects
DYESS Air Force Base 003-18
VJ
REF:
JOB NO.
DWG. NO.
W.S. STEEL
DRWN
PROJECT
STEEL:
PRIMER:
HOLES:
WELDS:
Ph: (830) 980-7208 Fax: (830) 980-3141
CONTRACTOR:
ENG / ARCH:
CHKD
31817 RICE RD. BULVERDE, TX 78163
Issued for Approval
One coat primer UNO.
STRUCTURES
A
DATE 02/08/2018
REMARKSDATEREV
Feb 08, 2018 For ApprovalA
BILL OF MATERIAL
MARK QTY SHAPE / DESCRIPTION LENGTHMK REMARKSQTY
SHIPPING
BILL
WT-each (Lbs.)
105C11 W12X40 13'-1 7/16" A992-GR.B 628
b104 1 PL3/4"X18" 1'-6" c104 1 FB3/4"X8 1/2" 1'-7" d104 1 FB3/8"X3 1/2" 0'-6"
105C21 HSS6X6X1/4 13'-5 15/16" A500-GR.B 324
b104 1 PL3/4"X18" 1'-6" b105 1 FB5/8"X7" 1'-0"
105C31 HSS6X6X1/4 18'-5 7/16" A500-GR.B 413
b104 1 PL3/4"X18" 1'-6" b105 1 FB5/8"X7" 1'-0"
12/D-A
113B1BEAM1
2 - 916/ "Ø
GA 214/
A
A
316/ b113
(ON.CL)
(NO PAINT)
2 - 916/ "Ø
GA 214/
2 - 916/ "Ø
GA 214/
1'-1316/RD
2 - 916/ "Ø
GA 214/
2 - 916/ "Ø
GA 214/
2 - 916/ "Ø
GA 214/
4/ h112
8 - 1316/ "Ø
GA 512/
21116/ g112
4 - 1316/ "Ø
GA 512/
2/ j112 (F/S) k112 (F/S)
412/
14/
38/ m112 (B/S)
3 1
1 2/
412/
1 2/
17'-2116/
2'-01316/
116/
3116/
28'-914/ (W14X43 x 26'-61116/ )
178/
1'-014/ 4
4916/
3 1
4/
E L
5 1
2/
E L
5 1
17'-314/
15'-612/
12-14/D-A
113B4BEAM1
(-4916/ )
24'-10116/RD
(-678/ )
112/
W8X24 x 24'-11916/
25'-11
2/
E L
4/
2/
A - A j112 h112 316/ 6"@126"@12
14/
TYP
578/
312/ 312/
24'-1018/RD
8/
112/
8/ m112 h112 k112
9'-1014/ b113
18'-414/
8/
4/ g112
8/
8/
26'-7716/
2'-01316/ m112
8/
4/
26'-018/
8/
8/ j112
4/
4/
8/
22'-714/
8/
8/
4/
4/
8/
8/
8/
5'-714/RD 14'-114/
(-412/ )
E L
4/
25'-11
W8X24 x 24'-1158/ (-678/ )
12-14/A
113B3BEAM1
14/D-Z
113B2CHANNEL1
d113 d113
C15X33.9 x 20'-10
178/
B
B
2/
E L '-0
8/
8/
17'-078/RD
E L '-5
/1'-0516/
B - B d113
14/
TYP
d113d113
TOTAL
QTY.
FIELD BOLTS LENGTHMember
8 3/4"Ø A325N BOLT 0'-2 3/4"113B1
4 3/4"Ø A325N BOLT 0'-1 3/4"113B3
4 3/4"Ø A325N BOLT 0'-1 3/4"113B4
E104
E70XX UNO.
13/16Ø UNO.
A36 UNO.
MR
TEXAS
FARR Builders, LLC
HCL Engineering / Castillo Architects
DYESS Air Force Base 003-18
VJ
REF:
JOB NO.
DWG. NO.
W.S. STEEL
DRWN
PROJECT
STEEL:
PRIMER:
HOLES:
WELDS:
Ph: (830) 980-7208 Fax: (830) 980-3141
CONTRACTOR:
ENG / ARCH:
CHKD
31817 RICE RD. BULVERDE, TX 78163
Issued for Approval
One coat primer UNO.
STRUCTURES
A
DATE 02/08/2018
REMARKSDATEREV
Feb 08, 2018 For ApprovalA
BILL OF MATERIAL
MARK QTY SHAPE / DESCRIPTION LENGTHMK REMARKSQTY
SHIPPING
BILL
WT-each (Lbs.)
113B11 W14X43 26'-6 11/16" A992-GR.50 1340
b113 1 PL1/2"X8 11/16" 1'-1 3/8" g112 1 FB3/4"X9" 1'-9" h112 1 WT8X22.5 5'-10 3/8" A992-GR.50 j112 1 FB3/8"X6" 0'-7 3/8" k112 1 FB3/8"X6" 0'-7 5/16" m112 2 L5X3X3/8 0'-6"
113B21 C15X33.9 20'-10" 717 d113 2 FB3/8"X6" 0'-6 1/2"
113B31 W8X24 24'-11 9/16" A992-GR.50 602
113B41 W8X24 24'-11 5/8" A992-GR.50 602
14/D-A
114B1BEAM1
21116/ 2 - 916/ "Ø
GA 214/
2 - 916/ "Ø
GA 214/
4 - 1316/ "Ø
GA 312/
3716/
2 - 916/ "Ø
GA 214/
38/
2 - 916/ "Ø
GA 214/
2 - 916/ "Ø
GA 214/
2 - 916/ "Ø
GA 214/
1 2/
178/ c114 (B/S)
2 - 916/ "Ø
GA 214/
1 2/ b114
4 - 1316/ "Ø
GA 312/
E L
1 2/
2/ g112 c114 (B/S)
2/
A
A
458/
4/
1'-11516/RD 16'-4
2/
E L
1 1
178/
434/
458/
5 1
7 1
29'-71516/ (W14X30 x 25'-958/ )
916'-01516/3'-812/
4/
13'-378/
8/ g112
8/
8/
4/
8/
8/
4/
8/ c114
8/
4/ j114 c114
8/
4/
8/
4/
4/
4/
4/
36'-558/
21'-978/
4/
26'-078/
8/
8/
4/
9'-078/
8/
8/
8/
8/
4/
8/
678/
RD
4'-978/ 17'-678/ 30'-378/
2 - 916/ "Ø
GA 214/
2/
35'-3316/9
2 - 916/ "Ø
GA 214/
2 - 916/ "Ø
GA 214/
c114 (N/S)
9'-01516/
2 - 916/ "Ø
GA 214/
2 - 916/ "Ø
GA 214/
j114
2 - 916/ "Ø
GA 214/
2 - 916/ "Ø
GA 214/
2 - 916/ "Ø
GA 214/
c114 (N/S)
4 - 1316/ "Ø
GA 312/
4 - 1316/ "Ø
GA 312/
4 - 1316/ "Ø
GA 312/
1716/
E L '-1
4 - 1316/ "Ø
GA 312/19'-10716/
2/ g112
35'-378/
D
D
312/
26'-1114/
C
C
1716/
E L '-1
38'-634/ (W14X30 x 36'-41316/ )
2/
17'-418/RD
312/
8/
8/
33'-138/ 434'-678/
24'-4716/ c114
25'-234/
8/
8/
20'-11916/
8/
8/
8/ c114
25'-1038/
8/
8/
4/
8/ c114
4/ c114 g112
12'-5916/ b114
8'-2916/
8/
4/
8/
4/
16'-8916/
4/
4/
4/
8/
3'-11916/RD
8/
4/
8/
8/
C - C c114
14/
TYP
514/
14/
TYP
A - A b114 c114
134/ c114
316/ 6"@126"@128
134/
312/312/
D - D c114
316/ 6"@126"@12 j114
312/ 312/
25'-118/RD
112/
W8X24 x 25'-258/(-412/ ) (-378/ )
25'-11
2/
2/
E L
8/
12-14/D-A
114B2BEAM1
f114
25'-11 g114 f114 (N/S) 20'-3 g114 (N/S)
2SIDES
E L
B
B
25'-1116/RD
2/
2/
(-4916/ ) W8X24 x 25'-2916/ (-378/ )
112/
B - B f114 338/
316/ 6"@126"@12
12-14/D-A
114B3BEAM1
14/D-Z
114B4BEAM1
TOTAL
QTY.
FIELD BOLTS LENGTHMember
8 3/4"Ø A325N BOLT 0'-2 3/4"114B4
4 3/4"Ø A325N BOLT 0'-1 3/4"114B2
4 3/4"Ø A325N BOLT 0'-1 3/4"114B3
E104
E70XX UNO.
13/16Ø UNO.
A36 UNO.
MR
TEXAS
FARR Builders, LLC
HCL Engineering / Castillo Architects
DYESS Air Force Base 003-18
VJ
REF:
JOB NO.
DWG. NO.
W.S. STEEL
DRWN
PROJECT
STEEL:
PRIMER:
HOLES:
WELDS:
Ph: (830) 980-7208 Fax: (830) 980-3141
CONTRACTOR:
ENG / ARCH:
CHKD
31817 RICE RD. BULVERDE, TX 78163
Issued for Approval
One coat primer UNO.
STRUCTURES
A
DATE 02/08/2018
REMARKSDATEREV
Feb 08, 2018 For ApprovalA
BILL OF MATERIAL
MARK QTY SHAPE / DESCRIPTION LENGTHMK REMARKSQTY
SHIPPING
BILL
WT-each (Lbs.)
114B11 W14X30 25'-9 5/8" A992-GR.50 995
b114 1 WT8X22.5 7'-1 1/8" A992-GR.50 c114 4 FB3/8"X6" 0'-6 3/4" g112 1 FB3/4"X9" 1'-9"
114B21 W8X24 25'-2 9/16" A992-GR.50 729
f114 1 L3X3X1/4 20'-0" g114 1 L3X3X1/4 4'-8 5/8"
114B31 W8X24 25'-2 5/8" A992-GR.50 608
114B41 W14X30 36'-4 13/16" A992-GR.50 1265
c114 2 FB3/8"X6" 0'-6 3/4" g112 1 FB3/4"X9" 1'-9" j114 1 WT8X22.5 5'-3 13/16" A992-GR.50
15-16/D-A
115B1BEAM1
2 - 916/ "Ø
GA 214/
c114 (F/S)
2 2
2 - 916/ "Ø
GA 214/
1'-618/ b115 (N/S)
1 - (1 78/ "x1316/ ") SLOTS g112
5 1
178/
2/
4 - 1316/ "Ø
GA 312/
1 - (1 78/ "x1316/ ") SLOTS
4 - 1316/ "Ø
GA 312/
2 - 916/ "Ø
GA 214/
434/
A
A
25'-958/
458/
2 - 916/ "Ø
GA 214/
2 - 916/ "Ø
GA 214/
15'-678/ b114 16'-4 21116/
2 - (1 78/ "x1316/ ") SLOTS
1 2/ c114 (B/S)
B
B
16'-378/1'-134/
458/
7 1
E L
1 1
16'-014/
16'-814/
25'-638/
1 2/
3716/4
3'-812/
8/
29'-71516/ (W14X30 x 25'-958/ )
E L
1 2/ 278/
RD for b115
1'-134/RD
RD for c114
1'-11516/
178/
C - C c114 c114
514/
316/ 6"@126"@12 j114
312/
14/
TYP
312/
514/
15-16/D-Z
115B2BEAM1
20'-11916/ c114 b114 b115
8/ g112
8/
8'-2916/ 12'-5916/c114
4/
4/ c114
8/
8/
25'-234/
8/
4/
4/
3'-11916/RD
4/
25'-1038/
16'-8916/
8/
8/
8/
4/
8/
8/
8/
8/
3'-812/
4 - 1316/ "Ø
GA 312/
j114 c114 (F/S) g112
33'-138/
8/
2 - 916/ "Ø
GA 214/
2 - 916/ "Ø
GA 214/
1 - (1 78/ "x1316/ ") SLOTS c114 (B/S)
35'-378/
2 - (1 78/ "x1316/ ") SLOTS 2 - 916/ "Ø
GA 214/
1 - (1 78/ "x1316/ ") SLOTS
E L '-1 b115 (N/S)
2 - 916/ "Ø
GA 214/
2 - 916/ "Ø
GA 214/
2 - 916/ "Ø
GA 214/
2 - 916/ "Ø
GA 214/
4 - 1316/ "Ø
GA 312/
1716/
36'-41316/
2/
C
C
D
D
RD for b115
17'-414/RD
35'-0116/ 2316/
17'-838/
17'-038/
8/
2/
RD for c114
17'-418/
35'-3316/17'-312/
34'-678/ 4
2/
314/
38'-634/ (W14X30 x 36'-41316/ )
312/
3 4/E L '-1
1716/
312/
A - A c114 b115 b114
514/
316/ 6"@126"@12
134/134/
312/ 312/
514/
4/
8/ j114
8/ g112
8/ c114
8/
8/
8/
21'-978/
8/
8/ b115
8/ c114
4'-978/
17'-678/ c114
4/
8/
8/
4/
8/
678/
RD
9'-078/ 13'-378/
8/
4/
26'-078/ 30'-378/
8/
8/
36'-558/
8/
4/
4/
4/
4/
514/
B - B c114 c114
14/
TYP
514/
134/134/
D - D
514/514/
118/ b115 c114
118/
14-16/D-A
115B3BEAM1
f115
21'-358/
20'-638/RD
f115 (N/S)3
E
E 112/
(-378/ )W8X24 x 20'-778/
(-378/ )
2/
2/
E L
E - E f115
316/ 6"@126"@12
338/
14-16/D-A
115B4BEAM1
2/
E L
8/
2/
21'-358/
(-378/ ) W8X24 x 20'-778/ (-378/ )
112/
20'-638/RD
TOTAL
QTY.
FIELD BOLTS LENGTHMember
8 3/4"Ø A325N BOLT 0'-2 3/4"115B2
4 3/4"Ø A325N BOLT 0'-1 3/4"115B3
4 3/4"Ø A325N BOLT 0'-1 3/4"115B4
E104
E70XX UNO.
13/16Ø UNO.
A36 UNO.
MR
TEXAS
FARR Builders, LLC
HCL Engineering / Castillo Architects
DYESS Air Force Base 003-18
VJ
REF:
JOB NO.
DWG. NO.
W.S. STEEL
DRWN
PROJECT
STEEL:
PRIMER:
HOLES:
WELDS:
Ph: (830) 980-7208 Fax: (830) 980-3141
CONTRACTOR:
ENG / ARCH:
CHKD
31817 RICE RD. BULVERDE, TX 78163
Issued for Approval
One coat primer UNO.
STRUCTURES
A
DATE 02/08/2018
REMARKSDATEREV
Feb 08, 2018 For ApprovalA
BILL OF MATERIAL
MARK QTY SHAPE / DESCRIPTION LENGTHMK REMARKSQTY
SHIPPING
BILL
WT-each (Lbs.)
115B11 W14X30 25'-9 5/8" A992-GR.50 997
b114 1 WT8X22.5 7'-1 1/8" A992-GR.50 b115 1 FB3/8"X6 3/4" 0'-9" c114 3 FB3/8"X6" 0'-6 3/4" g112 1 FB3/4"X9" 1'-9"
115B21 W14X30 36'-4 13/16" A992-GR.50 1276
b115 1 FB3/8"X6 3/4" 0'-9" c114 3 FB3/8"X6" 0'-6 3/4" g112 1 FB3/4"X9" 1'-9" j114 1 WT8X22.5 5'-3 13/16" A992-GR.50
115B31 W8X24 20'-7 7/8" A992-GR.50 596
f115 1 L3X3X1/4 20'-1 7/8"
115B41 W8X24 20'-7 7/8" A992-GR.50 498
14-16/D-A
116B1BEAM1
W8X24 x 20'-778/
112/
20'-638/RD
E L
2/
2/
22'-258/
(-1'-278/ ) (-378/ )
2 - 916/ "Ø
GA 214/
2/
16'-814/
1'-314/
1 - (1 78/ "x1316/ ") SLOTS c116 (N/S) g112
2 - 916/ "Ø
GA 214/
16'-014/
2 - 916/ "Ø
GA 214/
B
B d116 (N/S)
4 - 1316/ "Ø
GA 312/
2 - 916/ "Ø
GA 214/
b115 (F/S) c114 (F/S)
5 1
4 - 1316/ "Ø
GA 312/
2 - 916/ "Ø
GA 214/
2 - 916/ "Ø
GA 214/
b114
1 - (1 78/ "x1316/ ") SLOTS
2 - (1 78/ "x1316/ ") SLOTS
7 1
C
C
16'-538/
8/
1 2/
25'-638/
16'-4
E L
1 1
4/
15'-678/ 434/ 9
1'-618/
278/
1'-134/RD
E L
1 2/
3716/4 458/
3'-812/
1 2/
178/
458/
29'-71516/ (W14X30 x 25'-958/ )
21116/
316/ 6"@126"@12A - A b116338/
14-16/Z
116B2BEAM1
B - B b115 b114 316/ 6"@126"@12
14/
TYP
514/
312/312/
134/ 134/
16/D-Z
116B4BEAM1
b116 (F/S) 414/ A
A112/
(-378/ )W8X24 x 20'-778/(-378/ )
20'-638/RD
2/
2/
E L
8/ g112
4/
4/
4/
20'-11916/
4/ b114 c116
4/ d116
8/
4/ b115 c114
8/
8/
8/
8/
25'-1038/
25'-234/
4/
8/
8/
8/
8/
8/
8/
8/
8'-2916/
12'-5916/ 16'-8916/3'-11916/RD
4/
3'-812/
414/ b116
21'-358/
16/D-A
116B3BEAM1
d116
C - C c114
316/ 6"@12
TYP
6"@12
134/ 134/
514/
14/
TYP
D - D b115
118/118/
514/
F - F f116
338/
316/ 6"@12
TYP
6"@12 f116 (N/S)
2 - 916/ "Ø
GA 214/
j114
4 - 1316/ "Ø
GA 312/
2 - 916/ "Ø
GA 214/
2 - 916/ "Ø
GA 214/
g112 g116 (N/S) c114 (F/S)
2 - 916/ "Ø
GA 214/
2/
2 - 916/ "Ø
GA 214/ b115 (F/S)
2 - 916/ "Ø
GA 214/
1 - (1 78/ "x1316/ ") SLOTS
1 - (1 78/ "x1316/ ") SLOTS
2 - (1 78/ "x1316/ ") SLOTS
1716/
33'-138/
E L '-1
/2 - 916/ "Ø
GA 214/
2 - 916/ "Ø
GA 214/
35'-3316/
4 - 1316/ "Ø
GA 312/
38'-634/ (W14X30 x 36'-41316/ )
E
E
D
D
F
F
2/
34'-678/
17'-838/
312/
36'-41316/
2/2
538/ 18'-2
8/
17'-038/
17'-414/RD 35'-378/
312/ 9917'-312/
2316/
314/
3 4/
E L '-1
35'-0116/ j114
17'-678/
4/ 36'-558/
8/3 c114b115
8/
13'-378/ 4'-978/
4/
8/
4/
4/ g116
8/
8/
4/ f116 g112
4/
4/
8/
8/
8/
8/
8/
8/
4/
8/
8/
8/
8/
9'-078/
8/
678/
RD
21'-978/ 26'-078/ 30'-378/ j1148
E - E
312/ c114
316/ 6"@126"@12
514/
312/
TOTAL
QTY.
FIELD BOLTS LENGTHMember
8 3/4"Ø A325N BOLT 0'-2 3/4"116B4
4 3/4"Ø A325N BOLT 0'-1 3/4"116B1
4 3/4"Ø A325N BOLT 0'-1 3/4"116B2
E104
E70XX UNO.
13/16Ø UNO.
A36 UNO.
MR
TEXAS
FARR Builders, LLC
HCL Engineering / Castillo Architects
DYESS Air Force Base 003-18
VJ
REF:
JOB NO.
DWG. NO.
W.S. STEEL
DRWN
PROJECT
STEEL:
PRIMER:
HOLES:
WELDS:
Ph: (830) 980-7208 Fax: (830) 980-3141
CONTRACTOR:
ENG / ARCH:
CHKD
31817 RICE RD. BULVERDE, TX 78163
Issued for Approval
One coat primer UNO.
STRUCTURES
A
DATE 02/08/2018
REMARKSDATEREV
Feb 08, 2018 For ApprovalA
BILL OF MATERIAL
MARK QTY SHAPE / DESCRIPTION LENGTHMK REMARKSQTY
SHIPPING
BILL
WT-each (Lbs.)
116B11 W8X24 20'-7 7/8" A992-GR.50 498
116B21 W8X24 20'-7 7/8" A992-GR.50 546
b116 1 L2X2X3/16 19'-11 3/8"
116B31 W14X30 25'-9 5/8" A992-GR.50 1044
b114 1 WT8X22.5 7'-1 1/8" A992-GR.50 b115 1 FB3/8"X6 3/4" 0'-9" c114 1 FB3/8"X6" 0'-6 3/4" c116 1 L2X2X3/16 14'-2 1/8" d116 1 L2X2X3/16 8'-9 3/4" g112 1 FB3/4"X9" 1'-9"
116B41 W14X30 36'-4 13/16" A992-GR.50 1349
b115 1 FB3/8"X6 3/4" 0'-9" c114 1 FB3/8"X6" 0'-6 3/4" f116 1 L2X2X3/16 16'-11 11/16 g112 1 FB3/4"X9" 1'-9" g116 1 L2X2X3/16 16'-8 5/8" j114 1 WT8X22.5 5'-3 13/16" A992-GR.50
15-16/D-A
117B1BEAM1
(-3) d117 (N/S)
(NO PAINT)
c117 (N/S)
(NO PAINT)
b117 (N/S)
14/
TYP
A
A112/
14'-118/RD
78/
E L
1014/
14'-438/ (W14X30 x 14'-258/ ) (-3)
13'-41516/
2/ 6 f117 j117 14'-1038/
14'-1038/ c117d117 b117
4/3 4/
15-16/D-A
117B2BEAM1
A - A b117 316/ 6"@12
TYP
6"@12 d117
12/ 34/
338/
(-378/ )
14'-118/RD
112/
W8X24 x 14'-258/ (-378/ )
14'-1038/
2/
2/
E L
8/
534/ f117
(ON.CL)
(NO PAINT)
14/
TYP
j117
(ON.CL)
(NO PAINT)
E L
112/
(-3) 14'-438/ (W14X30 x 14'-258/ ) (-3)
14'-118/RD
13'-878/
78/
15-16/D-A
117B3BEAM1
B - B h117
316/ 6"@126"@12
338/
14'-1038/ h117 h117 (F/S)
W8X24 x 14'-258/
B
B
414/
112/
E L
8/
2/
2/
(-378/ ) (-378/ )
14'-118/RD
15-16/Z
117B4BEAM1
TOTAL
QTY.
FIELD BOLTS LENGTHMember
6 3/4"Ø A325N BOLT 0'-1 3/4"117B1
4 3/4"Ø A325N BOLT 0'-1 3/4"117B2
6 3/4"Ø A325N BOLT 0'-1 3/4"117B3
4 3/4"Ø A325N BOLT 0'-1 3/4"117B4
E104
E70XX UNO.
13/16Ø UNO.
A36 UNO.
MR
TEXAS
FARR Builders, LLC
HCL Engineering / Castillo Architects
DYESS Air Force Base 003-18
VJ
REF:
JOB NO.
DWG. NO.
W.S. STEEL
DRWN
PROJECT
STEEL:
PRIMER:
HOLES:
WELDS:
Ph: (830) 980-7208 Fax: (830) 980-3141
CONTRACTOR:
ENG / ARCH:
CHKD
31817 RICE RD. BULVERDE, TX 78163
Issued for Approval
One coat primer UNO.
STRUCTURES
A
DATE 02/08/2018
REMARKSDATEREV
Feb 08, 2018 For ApprovalA
BILL OF MATERIAL
MARK QTY SHAPE / DESCRIPTION LENGTHMK REMARKSQTY
SHIPPING
BILL
WT-each (Lbs.)
117B11 W14X30 14'-2 5/8" A992-GR.50 537
b117 1 L3X3X1/4 13'-8 5/8" c117 1 PL1/2"X10 1/4" 1'-2 13/16" d117 1 PL1/2"X10 3/4" 1'-3 3/8"
117B21 W8X24 14'-2 5/8" A992-GR.50 343
117B31 W14X30 14'-2 5/8" A992-GR.50 452
f117 1 PL1/2"X8 13/16" 0'-10 7/8" j117 1 PL1/2"X8 13/16" 0'-10 7/8"
117B41 W8X24 14'-2 5/8" A992-GR.50 375
h117 1 L2X2X3/16 13'-6 1/8"
120BR1BRACE1
1 - 916/ "Ø
2/ b120
1 - 916/ "Ø
1 - 916/ "Ø
1 - 916/ "Ø
15'-71116/
HSS4X4X14/ x 15'-101116/
7'-778/RD
(-1'-21316/ )(-1'-718/ )
8'-9916/
2/
120BR3BRACE1
NO PAINT
7 THRU SLOT
NO PAINT
9'-014/
7THRU SLOT
8/5 8/
8/
NO PAINT
8/
7THRU SLOT
NO PAINT
7 THRU SLOT
18'-8916/
8/
NO PAINT
7THRU SLOT
8/
NO PAINT
7 THRU SLOT
9'-11716/
120BR2BRACE1
1 - 916/ "Ø
(-6716/ )
1 - 916/ "Ø
7'-1178/RD
HSS4X4X14/ x 8'-278/(-1'-218/ )
2 2
HSS4X4X14/ x 7'-0516/
1 - 916/ "Ø
(-6716/ ) (-1'-512/ )
1 - 916/ "Ø
6'-9516/RD
120BR4BRACE1
1 - 916/ "Ø
1 - 916/ "Ø
1 - 916/ "Ø
6'-3116/RD
1 - 916/ "Ø d120
14'-2916/
(-1'-2516/ )
7'-31316/
2 2
1158/
(-1'-2516/ ) HSS4X4X14/ x 14'-5916/
16'-10316/
7 THRU SLOT 7THRU SLOT
8/ 5 8/
NO PAINT
NO PAINT
120BR5BRACE1
1 - 916/ "Ø 1 - 916/ "Ø
HSS4X4X14/ x 6'-1078/
(-618/ ) (-1'-334/ )
6'-778/RD
NO PAINT
NO PAINT
8/
8'-834/
7 THRU SLOT
8/
7THRU SLOT
120BR6BRACE1
NO PAINT
8/
9'-8716/
NO PAINT
7 THRU SLOT
8/
7THRU SLOT
7'-7916/RD
(-618/ )HSS4X4X14/ x 7'-10916/
1 - 916/ "Ø1 - 916/ "Ø
(-1'-334/ )
TOTAL
QTY.
FIELD BOLTS LENGTHMember
2 1/2"Ø A307 BOLT 0'-4 3/4"120BR1
2 1/2"Ø A307 BOLT 0'-4 3/4"120BR2
2 1/2"Ø A307 BOLT 0'-4 3/4"120BR3
2 1/2"Ø A307 BOLT 0'-4 3/4"120BR4
2 1/2"Ø A307 BOLT 0'-4 3/4"120BR5
2 1/2"Ø A307 BOLT 0'-4 3/4"120BR6
E105 - E109
E70XX UNO.
13/16Ø UNO.
A36 UNO.
MR
TEXAS
FARR Builders, LLC
HCL Engineering / Castillo Architects
DYESS Air Force Base 003-18
VJ
REF:
JOB NO.
DWG. NO.
W.S. STEEL
DRWN
PROJECT
STEEL:
PRIMER:
HOLES:
WELDS:
Ph: (830) 980-7208 Fax: (830) 980-3141
CONTRACTOR:
ENG / ARCH:
CHKD
31817 RICE RD. BULVERDE, TX 78163
Issued for Approval
One coat primer UNO.
STRUCTURES
A
DATE 02/08/2018
REMARKSDATEREV
Feb 08, 2018 For ApprovalA
BILL OF MATERIAL
MARK QTY SHAPE / DESCRIPTION LENGTHMK REMARKSQTY
SHIPPING
BILL
WT-each (Lbs.)
120BR11 HSS4X4X1/4 15'-10 11/16 A500-GR.B 203
b120 1 FB1/2"X6" 2'-0 7/8"
120BR21 HSS4X4X1/4 7'-0 5/16" A500-GR.B 81
120BR31 HSS4X4X1/4 8'-2 7/8" A500-GR.B 94
120BR41 HSS4X4X1/4 14'-5 9/16" A500-GR.B 187
d120 1 FB1/2"X6" 2'-0 1/4"
120BR51 HSS4X4X1/4 6'-10 7/8" A500-GR.B 79
120BR61 HSS4X4X1/4 7'-10 9/16" A500-GR.B 90
121BR1BRACE1
8'-10716/
1 - 916/ "Ø
1 - 916/ "Ø
1 - 916/ "Ø
8'-11RD
b121
916/
(-1'-412/ ) HSS4X4X14/ x 18'-612/
18'-312/
(-7716/ )
121BR3BRACE1
1 - 916/ "Ø
1 - 916/ "Ø
HSS4X4X14/ x 9'-41116/(-7716/ ) (-318/ )
9'-11116/RD
2 2
NO PAINT
7THRU SLOT
8/
20'-6716/
7 THRU SLOT
8/
NO PAINT
8'-538/
1 - 916/ "Ø 1 - 916/ "Ø
(-318/ )
RD
(-1'-334/ )HSS4X4X14/ x 8'-838/
2 2
121BR2BRACE1
7THRU SLOT
10'-314/
8/
NO PAINT
8/
NO PAINT
7 THRU SLOT
8/ 5 8/
7 THRU SLOT
10'-314/
7THRU SLOT
NO PAINT
NO PAINT
121BR4BRACE1
1 - 916/ "Ø d121
218/
1 - 916/ "Ø
(-858/ )
1 - 916/ "Ø1 - 916/ "Ø
(-1'-0)
2 2
21'-214/
10'-8116/
10'-51316/RD
HSS4X4X38/ x 21'-514/
NO PAINT
NO PAINT
8/
7THRU SLOT7 THRU SLOT
8/
23'-178/
121BR5BRACE1
7 THRU SLOT
NO PAINT
11'-61516/
7THRU SLOT
8/5 8/
NO PAINT
1 - 916/ "Ø
1 - 916/ "Ø
(-338/ )
HSS4X4X38/ x 10'-61516/ (-858/ )
RD
10'-31516/
121BR6BRACE1
NO PAINT
8/5 8/
NO PAINT
7THRU SLOT7 THRU SLOT
11'-61516/
(-338/ )
1 - 916/ "Ø 1 - 916/ "Ø
2 2
HSS4X4X38/ x 10'-312/(-1'-0)
10'-012/RD
TOTAL
QTY.
FIELD BOLTS LENGTHMember
2 1/2"Ø A307 BOLT 0'-4 3/4"121BR1
2 1/2"Ø A307 BOLT 0'-4 3/4"121BR2
2 1/2"Ø A307 BOLT 0'-4 3/4"121BR3
2 1/2"Ø A307 BOLT 0'-4 3/4"121BR4
2 1/2"Ø A307 BOLT 0'-4 3/4"121BR5
2 1/2"Ø A307 BOLT 0'-4 3/4"121BR6
E105 - E109
E70XX UNO.
13/16Ø UNO.
A36 UNO.
MR
TEXAS
FARR Builders, LLC
HCL Engineering / Castillo Architects
DYESS Air Force Base 003-18
VJ
REF:
JOB NO.
DWG. NO.
W.S. STEEL
DRWN
PROJECT
STEEL:
PRIMER:
HOLES:
WELDS:
Ph: (830) 980-7208 Fax: (830) 980-3141
CONTRACTOR:
ENG / ARCH:
CHKD
31817 RICE RD. BULVERDE, TX 78163
Issued for Approval
One coat primer UNO.
STRUCTURES
A
DATE 02/08/2018
REMARKSDATEREV
Feb 08, 2018 For ApprovalA
BILL OF MATERIAL
MARK QTY SHAPE / DESCRIPTION LENGTHMK REMARKSQTY
SHIPPING
BILL
WT-each (Lbs.)
121BR11 HSS4X4X1/4 18'-6 1/2" A500-GR.B 228
b121 1 FB1/2"X6" 1'-6 3/16"
121BR21 HSS4X4X1/4 9'-4 11/16" A500-GR.B 108
121BR31 HSS4X4X1/4 8'-8 3/8" A500-GR.B 100
121BR41 HSS4X4X3/8 21'-5 1/4" A500-GR.B 365
d121 1 FB1/2"X6" 1'-6 13/16"
121BR51 HSS4X4X3/8 10'-6 15/16" A500-GR.B 172
121BR61 HSS4X4X3/8 10'-3 1/2" A500-GR.B 167
122BR1BRACE1
1 - 916/ "Ø
RD
22'-212/
(-1'-814/ )HSS6X6X14/ x 22'-512/(-834/ )
122BR3BRACE1
b122
(ON.CL)
(NO PAINT)
1 - 916/ "Ø
1 - 916/ "Ø
1 - 916/ "Ø
1 - 916/ "Ø
18'-558/
(-10) HSS4X4X14/ x 18'-858/
4/
(-7916/ )
7'-834/RD
112/
4/
7'-10516/
NO PAINT
7THRU SLOT
8/
NO PAINT
24'-1012/
8/
7 THRU SLOT
8/ 5 8/
7 THRU SLOT 7THRU SLOT
10'-2116/
NO PAINT
NO PAINT
122BR2BRACE1
1 - 916/ "Ø
HSS4X4X14/ x 9'-112/
1 - 916/ "Ø
8'-1012/RD
(-914/ ) (-314/ )
7 THRU SLOT 7THRU SLOT
8/
NO PAINT
20'-2316/
8/
NO PAINT
122BR4BRACE1
7THRU SLOT
13'-7716/
7 THRU SLOT
8/5 8/
NO PAINT
NO PAINT
(-314/ )
11'-8116/
1 - 916/ "Ø1 - 916/ "Ø
RD
HSS4X4X14/ x 11'-11116/(-1'-5116/ )
TOTAL
QTY.
FIELD BOLTS LENGTHMember
2 1/2"Ø A307 BOLT 0'-6 3/4"122BR1
2 1/2"Ø A307 BOLT 0'-4 3/4"122BR2
2 1/2"Ø A307 BOLT 0'-4 3/4"122BR3
2 1/2"Ø A307 BOLT 0'-4 3/4"122BR4
E105 - E109
E70XX UNO.
13/16Ø UNO.
A36 UNO.
MR
TEXAS
FARR Builders, LLC
HCL Engineering / Castillo Architects
DYESS Air Force Base 003-18
VJ
REF:
JOB NO.
DWG. NO.
W.S. STEEL
DRWN
PROJECT
STEEL:
PRIMER:
HOLES:
WELDS:
Ph: (830) 980-7208 Fax: (830) 980-3141
CONTRACTOR:
ENG / ARCH:
CHKD
31817 RICE RD. BULVERDE, TX 78163
Issued for Approval
One coat primer UNO.
STRUCTURES
A
DATE 02/08/2018
REMARKSDATEREV
Feb 08, 2018 For ApprovalA
BILL OF MATERIAL
MARK QTY SHAPE / DESCRIPTION LENGTHMK REMARKSQTY
SHIPPING
BILL
WT-each (Lbs.)
122BR11 HSS6X6X1/4 22'-5 1/2" A500-GR.B 400
122BR21 HSS4X4X1/4 18'-8 5/8" A500-GR.B 230
b122 1 FB1/2"X6" 1'-6 9/16"
122BR31 HSS4X4X1/4 9'-1 1/2" A500-GR.B 105
122BR41 HSS4X4X1/4 11'-11 1/16" A500-GR.B 137
125M1POST CHANNEL1 125M2POST CHANNEL1
114/
114/
R
D
C
X x b125 c103
2/ c103
N o rt h
316/
316/
3SIDES TYP
114/
114/
E L
2/
E L
114/114/
114/114/ c103 c103 b125 118/
118/
118/
2/
2/ R
D
2/
114/ c103
114/
S o u th
E L
2/ c103
R
D b125
2/
114/
114/
114/
114/
316/
316/
3SIDES TYP
114/
114/
C
X x
E L c103 b125 c103
2/
2/ R
D
118/
118/
118/
R
D
E L
C
X x
W e s t
E L c103
114/ b125 c103
114/
114/
316/
316/
3SIDES TYP
114/114/
114/
114/
2/
114/
2/
125M3CHANNEL6
118/ c103 c103 b125
118/
118/
2/ R
D
2/
TOTAL
QTY.
FIELD BOLTS LENGTHMember
2 3/4"Ø A325N BOLT 0'-2"125M1
2 3/4"Ø A325N BOLT 0'-2"125M2
12 3/4"Ø A325N BOLT 0'-2"125M3
2 3/4"Ø EPOXY_ANC BOLT 0'-5 1/2"125M1
2 3/4"Ø EPOXY_ANC BOLT 0'-5 1/2"125M2
12 3/4"Ø EPOXY_ANC BOLT 0'-5 1/2"125M3
E105 - E107
E70XX UNO.
13/16Ø UNO.
A36 UNO.
MR
TEXAS
FARR Builders, LLC
HCL Engineering / Castillo Architects
DYESS Air Force Base 003-18
VJ
REF:
JOB NO.
DWG. NO.
W.S. STEEL
DRWN
PROJECT
STEEL:
PRIMER:
HOLES:
WELDS:
Ph: (830) 980-7208 Fax: (830) 980-3141
CONTRACTOR:
ENG / ARCH:
CHKD
31817 RICE RD. BULVERDE, TX 78163
Issued for Approval
One coat primer UNO.
STRUCTURES
A
DATE 02/08/2018
REMARKSDATEREV
Feb 08, 2018 For ApprovalA
BILL OF MATERIAL
MARK QTY SHAPE / DESCRIPTION LENGTHMK REMARKSQTY
SHIPPING
BILL
WT-each (Lbs.)
125M11 C6X13 9'-6" 132 b125 1 L3X3X3/8 0'-4 1/2" c103 2 L3X3X3/8 0'-4 1/2"
125M21 C6X13 9'-6" 132 b125 1 L3X3X3/8 0'-4 1/2" c103 2 L3X3X3/8 0'-4 1/2"
125M36 C6X13 9'-6" 132 b125 6 L3X3X3/8 0'-4 1/2" c103 12 L3X3X3/8 0'-4 1/2"
126M1CHANNEL6 126M2CHANNEL1
E L
114/ b125
C
X x
E a s t c103 c103
114/
114/
316/
316/
3SIDES TYP
114/
114/
2/
E L
114/114/
R
D
2/
114/ 114/
114/
W e s t
114/ c103
114/
114/
114/ c103
316/
3SIDES TYP
c103 b125
2/
114/
316/
TYP
E L
114/
E L
114/
C
X x
2/
114/
R
D b125
118/
2/ c103
118/
2/ c103
2/ R
D
118/
118/ b125 c103 c103
2/
118/
118/
2/ R
D
118/
126M3CHANNEL1
c103
C
X x
E L c103
E L c103
114/
114/
E a s t
R
D b125
316/
TYP
316/
3SIDES TYP
114/ 114/
114/
2/
114/
114/ 114/
114/
114/
2/ c103 c103 b125
2/ R
D c103
118/
2/
2/
118/
118/
118/
118/
TOTAL
QTY.
FIELD BOLTS LENGTHMember
12 3/4"Ø A325N BOLT 0'-2"126M1
2 3/4"Ø A325N BOLT 0'-2"126M2
2 3/4"Ø A325N BOLT 0'-2"126M3
12 3/4"Ø EPOXY_ANC BOLT 0'-5 1/2"126M1
2 3/4"Ø EPOXY_ANC BOLT 0'-5 1/2"126M2
2 3/4"Ø EPOXY_ANC BOLT 0'-5 1/2"126M3
E105 - E107
E70XX UNO.
13/16Ø UNO.
A36 UNO.
MR
TEXAS
FARR Builders, LLC
HCL Engineering / Castillo Architects
DYESS Air Force Base 003-18
VJ
REF:
JOB NO.
DWG. NO.
W.S. STEEL
DRWN
PROJECT
STEEL:
PRIMER:
HOLES:
WELDS:
Ph: (830) 980-7208 Fax: (830) 980-3141
CONTRACTOR:
ENG / ARCH:
CHKD
31817 RICE RD. BULVERDE, TX 78163
Issued for Approval
One coat primer UNO.
STRUCTURES
A
DATE 02/08/2018
REMARKSDATEREV
Feb 08, 2018 For ApprovalA
BILL OF MATERIAL
MARK QTY SHAPE / DESCRIPTION LENGTHMK REMARKSQTY
SHIPPING
BILL
WT-each (Lbs.)
126M16 C6X13 9'-6" 132 b125 6 L3X3X3/8 0'-4 1/2" c103 12 L3X3X3/8 0'-4 1/2"
126M21 C6X13 12'-8" 175 b125 1 L3X3X3/8 0'-4 1/2" c103 3 L3X3X3/8 0'-4 1/2"
126M31 C6X13 12'-8" 175 b125 1 L3X3X3/8 0'-4 1/2" c103 3 L3X3X3/8 0'-4 1/2"
127M1CHANNEL1
c103
118/ b125 c103 c103
118/
2/ R
D
2/
118/
118/
N o rt h c103
114/ c103 c103 b125
R
D
316/
TYP
316/
3SIDES TYP
114/114/
C
X x
2/
114/114/
114/
E L
E L
2/
114/
114/
127M2CHANNEL1
118/ b125 118/ c103 c103 c103
118/
118/
2/ R
D
2/
118/ c103 b125 c103
S o u th c103
R
D
114/
114/
114/
114/
114/
E L
316/
TYP
316/
3SIDES TYP
114/114/
E L
C
X x
114/
2/
2/
TOTAL
QTY.
FIELD BOLTS LENGTHMember
2 3/4"Ø A325N BOLT 0'-2"127M1
2 3/4"Ø A325N BOLT 0'-2"127M2
2 3/4"Ø EPOXY_ANC BOLT 0'-5 1/2"127M1
2 3/4"Ø EPOXY_ANC BOLT 0'-5 1/2"127M2
E105 - E107
E70XX UNO.
13/16Ø UNO.
A36 UNO.
MR
TEXAS
FARR Builders, LLC
HCL Engineering / Castillo Architects
DYESS Air Force Base 003-18
VJ
REF:
JOB NO.
DWG. NO.
W.S. STEEL
DRWN
PROJECT
STEEL:
PRIMER:
HOLES:
WELDS:
Ph: (830) 980-7208 Fax: (830) 980-3141
CONTRACTOR:
ENG / ARCH:
CHKD
31817 RICE RD. BULVERDE, TX 78163
Issued for Approval
One coat primer UNO.
STRUCTURES
A
DATE 02/08/2018
REMARKSDATEREV
Feb 08, 2018 For ApprovalA
BILL OF MATERIAL
MARK QTY SHAPE / DESCRIPTION LENGTHMK REMARKSQTY
SHIPPING
BILL
WT-each (Lbs.)
127M11 C6X13 12'-8" 175 b125 1 L3X3X3/8 0'-4 1/2" c103 3 L3X3X3/8 0'-4 1/2"
127M21 C6X13 12'-8" 175 b125 1 L3X3X3/8 0'-4 1/2" c103 3 L3X3X3/8 0'-4 1/2"
130M1GIRT1
E L
(-1516/ )C6X13 x 16'-11316/
16'-234/
1/D-A
130M3GIRT1
4/
2/
1 - 78/ "Ø
2/
1716/
11516/RD
1716/
6116/
114/
4/
8 - 78/ "Ø
3'-0 1716/
1716/
4/
13'-0
2/
T
Y P
5'-0
212/114/
16'-0916/RD
1'-0 15'-011'-09'-07'-0 c103
3'-4 (C6X13 x 3'-3")
E L
2 c103
12/
1/D-A
130M2GIRT1
4/
316/
3SIDES TYP
c103c103
12/
3'-4
2/
4/
2/
12/
(-1516/ )
E L
C6X13 x 1'-0916/ (-312/ )
1'-5
A - A
11316/ d103
512/ d103
A
A
E L
C6X13 x 9'-81316/ (-312/ )
10'-0516/
316/
3SIDES
9'-7916/RD
d103
2/
4/
1/D-A
130M4GIRT1
16'-0916/RD 19'-81516/
2/
20'-7
4/
212/
2/
114/
4/
4/
2/
E L
(-312/ )C6X13 x 20'-814/
20'-1134/
1/D-A
130M5GIRT1
(-312/ )C6X13 x 20'-814/
20'-1134/
E L
114/
20'-7RD
212/
4/
2/
1/D-A
130M6GIRT1
TOTAL
QTY.
FIELD BOLTS LENGTHMember
2 3/4"Ø A325N BOLT 0'-2"130M1
4 3/4"Ø A325N BOLT 0'-2"130M2
4 3/4"Ø A325N BOLT 0'-2"130M3
2 3/4"Ø A325N BOLT 0'-2"130M4
2 3/4"Ø A325N BOLT 0'-2"130M5
2 3/4"Ø A325N BOLT 0'-2"130M6
2 3/4"Ø A325N BOLT 0'-1 3/4"130M6
8 3/4"Ø EPOXY_ANC BOLT 0'-1 15/16"130M1
1 3/4"Ø EPOXY_ANC BOLT 0'-1 15/16"130M2
E105 - E109
E70XX UNO.
13/16Ø UNO.
A36 UNO.
MR
TEXAS
FARR Builders, LLC
HCL Engineering / Castillo Architects
DYESS Air Force Base 003-18
VJ
REF:
JOB NO.
DWG. NO.
W.S. STEEL
DRWN
PROJECT
STEEL:
PRIMER:
HOLES:
WELDS:
Ph: (830) 980-7208 Fax: (830) 980-3141
CONTRACTOR:
ENG / ARCH:
CHKD
31817 RICE RD. BULVERDE, TX 78163
Issued for Approval
One coat primer UNO.
STRUCTURES
A
DATE 02/08/2018
REMARKSDATEREV
Feb 08, 2018 For ApprovalA
BILL OF MATERIAL
MARK QTY SHAPE / DESCRIPTION LENGTHMK REMARKSQTY
SHIPPING
BILL
WT-each (Lbs.)
130M11 C6X13 16'-1 13/16" 210
130M21 C6X13 1'-0 9/16" 14
130M31 C6X13 3'-3" 48 c103 2 L3X3X3/8 0'-4 1/2"
130M41 C6X13 20'-8 1/4" 269
130M51 C6X13 20'-8 1/4" 269
130M61 C6X13 9'-8 13/16" 140
131M1GIRT1
2/
114/ 8 - 78/ "Ø
14'-612/ 2'-612/
12'-612/
T
Y P
4/
4'-612/ 10'-612/8'-612/6'-612/ 612/
RD 212/14'-11
1/D-A
131M3GIRT3
114/
4/
212/
14'-11RD
2/
C6X13 x 15'-234/(-312/ )
E L
15'-614/
(-312/ )
E L
12'-6
C6X13 x 11'-11(-312/ )
1/D-A
131M2GIRT2
114/
4/
2/
4/
11'-934/RD
2/
C6X13 x 15'-234/(-312/ )
15'-614/
E L
1/D-A
131M4GIRT1
d103
114/
316/
3SIDES
2/
4/
4'-61316/
C6X13 x 4'-3516/
E L
A
A d103
(-312/ )
3'-6116/RD 3
A - A d103
11316/
TOTAL
QTY.
FIELD BOLTS LENGTHMember
2 3/4"Ø A325N BOLT 0'-2"131M1
4 3/4"Ø A325N BOLT 0'-2"131M2
12 3/4"Ø A325N BOLT 0'-2"131M3
2 3/4"Ø A325N BOLT 0'-2"131M4
2 3/4"Ø A325N BOLT 0'-1 3/4"131M4
8 3/4"Ø EPOXY_ANC BOLT 0'-1 15/16"131M1
E105 - E109
E70XX UNO.
13/16Ø UNO.
A36 UNO.
MR
TEXAS
FARR Builders, LLC
HCL Engineering / Castillo Architects
DYESS Air Force Base 003-18
VJ
REF:
JOB NO.
DWG. NO.
W.S. STEEL
DRWN
PROJECT
STEEL:
PRIMER:
HOLES:
WELDS:
Ph: (830) 980-7208 Fax: (830) 980-3141
CONTRACTOR:
ENG / ARCH:
CHKD
31817 RICE RD. BULVERDE, TX 78163
Issued for Approval
One coat primer UNO.
STRUCTURES
A
DATE 02/08/2018
REMARKSDATEREV
Feb 08, 2018 For ApprovalA
BILL OF MATERIAL
MARK QTY SHAPE / DESCRIPTION LENGTHMK REMARKSQTY
SHIPPING
BILL
WT-each (Lbs.)
131M11 C6X13 15'-2 3/4" 198
131M22 C6X13 15'-2 3/4" 198
131M33 C6X13 11'-11" 155
131M41 C6X13 4'-3 5/16" 69
1-2/D
132M1GIRT1
A
A b132
E L
C6X13 x 20'-558/ b132
B
B
E L
C6X13 x 20'-558/
2 - 916/ "Ø
22 - 916/ "Ø
2'-11516/ b132
316/
3SIDES
4 3
3 20'-438/1'-378/
2 2
4/
2'-9516/RD 19'-2316/
19'-0316/
2/
14'-116'-11 b132
10 - 78/ "Ø
316/
3SIDES
18'-1116'-11
T Y
P
12'-1110'-118'-114'-11 2'-11
11RD
1'-378/ 3
4/
2/
20'-438/
114/
B - B
212/ b132
A - A b132
212/114/
2-3/D 3-4/D 4-5/D 7-8/D 8-9/D 10-11/D
132M3GIRT6
1-2/D
132M2GIRT2
18'-438/
114/
438/
8'-438/
10 - 78/ "Ø
19'-934/RD
16'-438/14'-438/12'-438/10'-438/6'-438/4'-438/2'-438/
T Y
P
3 3
C6X13 x 19'-11
E L
2-3/A 2-3/D 3-4/A 3-4/D 4-5/A 4-5/D 5-6/D 6-7/A 6-7/D 7-8/A 7-8/D 8-9/A 8-9/D 9-10/A 9-10/D 10-11/A 10-11/D
132M4GIRT29
2 - 916/ "Ø
18'-7916/
114/
19'-934/RD
1'-5716/ 18'-5916/
1'-3716/
C6X13 x 19'-11
E L
5-6/D
132M5GIRT1
4'-438/2'-438/4 - 78/ "Ø
2/
5'-1038/438/
6'-5516/RD
4/
1716/
1716/
114/
T Y
P
E L
(-1516/ )C6X13 x 6'-6916/
6'-712/
5-6/D
132M6GIRT1
(-1516/ ) C6X13 x 9'-10916/
9'-1112/
E L
5 - 78/ "Ø
6'-31516/ 9'-9516/
8'-31516/4'-31516/ 2'-31516/31516/
RD
2/
4/
T Y
P
1716/
114/
1716/
TOTAL
QTY.
FIELD BOLTS LENGTHMember
2 3/4"Ø A325N BOLT 0'-2"132M1
4 3/4"Ø A325N BOLT 0'-2"132M2
2 3/4"Ø A325N BOLT 0'-2"132M5
2 3/4"Ø A325N BOLT 0'-2"132M6
10 3/4"Ø EPOXY_ANC BOLT 0'-1 15/16"132M1
60 3/4"Ø EPOXY_ANC BOLT 0'-1 15/16"132M3
4 3/4"Ø EPOXY_ANC BOLT 0'-1 15/16"132M5
5 3/4"Ø EPOXY_ANC BOLT 0'-1 15/16"132M6
E105 - E109
E70XX UNO.
13/16Ø UNO.
A36 UNO.
MR
TEXAS
FARR Builders, LLC
HCL Engineering / Castillo Architects
DYESS Air Force Base 003-18
VJ
REF:
JOB NO.
DWG. NO.
W.S. STEEL
DRWN
PROJECT
STEEL:
PRIMER:
HOLES:
WELDS:
Ph: (830) 980-7208 Fax: (830) 980-3141
CONTRACTOR:
ENG / ARCH:
CHKD
31817 RICE RD. BULVERDE, TX 78163
Issued for Approval
One coat primer UNO.
STRUCTURES
A
DATE 02/08/2018
REMARKSDATEREV
Feb 08, 2018 For ApprovalA
BILL OF MATERIAL
MARK QTY SHAPE / DESCRIPTION LENGTHMK REMARKSQTY
SHIPPING
BILL
WT-each (Lbs.)
132M11 C6X13 20'-5 5/8" 270 b132 1 FB3/8"X4" 0'-10"
132M22 C6X13 20'-5 5/8" 270 b132 2 FB3/8"X4" 0'-10"
132M36 C6X13 19'-11" 259
132M429 C6X13 19'-11" 259
132M51 C6X13 6'-6 9/16" 85
132M61 C6X13 9'-10 9/16" 128
5-6/D
133M1GIRT1
E L
C6X13 x 19'-11
6-7/D
133M3GIRT1
E L
11'-1112/
C6X13 x 11'-10916/
2/
2 - 916/ "Ø
2 - 916/ "Ø
1'-3716/RD
114/
6'-5516/ 19'-934/
10'-11116/ 18'-7916/
18'-5916/
1'-5716/
4/
2/
4/
C6X13 x 4'-6916/
4'-712/
E L
6-7/D
133M2GIRT1
1716/
2 - 78/ "Ø114/
2'-111516/111516/RD
2/
/1
4/
1716/
4'-5516/
2/
4/
10'-438/
11'-9516/RD
6 - 78/ "Ø
2'-438/ 8'-438/
T Y
P
6'-438/4'-438/ 438/
114/
1716/
1716/
6-7/D
133M4GIRT1
E L
C6X13 x 19'-11
2 - 916/ "Ø
1'-5716/
1'-3716/RD
2/
2 - 916/ "Ø
3 4
18'-5916/
114/
2/
18'-7916/
4/
4/
15'-51116/
11'-9516/ 19'-934/
19'-934/
9-10/D
133M5GIRT1
2'-412/
E L
C6X13 x 2'-3916/
2'-2516/RD
2/
4/
1'-438/438/
1716/
1716/
114/
9-10/D
133M6GIRT1
8'-61516/
T Y
P
12'-61516/
114/ 7 - 78/ "Ø
10'-61516/6'-61516/
2/
1716/ 4'-61516/ 2'-61516/61516/
14'-0516/RD
1716/
/1
4/
14'-212/
E L
C6X13 x 14'-1916/(-1516/ )
TOTAL
QTY.
FIELD BOLTS LENGTHMember
2 3/4"Ø A325N BOLT 0'-2"133M2
2 3/4"Ø A325N BOLT 0'-2"133M3
2 3/4"Ø A325N BOLT 0'-2"133M5
2 3/4"Ø A325N BOLT 0'-2"133M6
6 3/4"Ø EPOXY_ANC BOLT 0'-1 15/16"133M2
2 3/4"Ø EPOXY_ANC BOLT 0'-1 15/16"133M3
2 3/4"Ø EPOXY_ANC BOLT 0'-1 15/16"133M5
7 3/4"Ø EPOXY_ANC BOLT 0'-1 15/16"133M6
E105 - E109
E70XX UNO.
13/16Ø UNO.
A36 UNO.
MR
TEXAS
FARR Builders, LLC
HCL Engineering / Castillo Architects
DYESS Air Force Base 003-18
VJ
REF:
JOB NO.
DWG. NO.
W.S. STEEL
DRWN
PROJECT
STEEL:
PRIMER:
HOLES:
WELDS:
Ph: (830) 980-7208 Fax: (830) 980-3141
CONTRACTOR:
ENG / ARCH:
CHKD
31817 RICE RD. BULVERDE, TX 78163
Issued for Approval
One coat primer UNO.
STRUCTURES
A
DATE 02/08/2018
REMARKSDATEREV
Feb 08, 2018 For ApprovalA
BILL OF MATERIAL
MARK QTY SHAPE / DESCRIPTION LENGTHMK REMARKSQTY
SHIPPING
BILL
WT-each (Lbs.)
133M11 C6X13 19'-11" 259
133M21 C6X13 11'-10 9/16" 154
133M31 C6X13 4'-6 9/16" 59
133M41 C6X13 19'-11" 259
133M51 C6X13 2'-3 9/16" 30
133M61 C6X13 14'-1 9/16" 184
9-10/D
134M1GIRT1
E L
C6X13 x 19'-11
11-12/D
134M3GIRT1
11 - 78/ "Ø b134
14'-438/6'-438/ 4sides of tube
Prepare for Groove Weld
T Y
P
114/
20'-438/ 438/
RD
18'-438/16'-438/12'-438/10'-438/8'-438/
4'-438/ 2'-438/
19'-10
19'-934/
1'-3716/
2 - 916/ "Ø 2 - 916/ "Ø 114/
18'-7916/
5'-101116/2'-2516/RD
18'-5916/1'-5716/
4/
2/
4/
2/ b134 (F/S)
E L
C6X13 x 21'-214/
11-12/D
134M2GIRT1
b134
2 - 916/ "Ø
4sides of tube TYP
Prepare for Groove Weld
1'-5716/
114/
1'-3716/RD
319'-10
20'-814/
C6X13 x 21'-214/ b134 (F/S)
E L
11-12/A
134M4GIRT1
19'-1112/
E L
C6X13 x 19'-1078/
19'-838/RD
2 - 916/ "Ø
1'-5716/
114/
2/
1'-3716/
12/D
134M5GIRT1
E L
C6X13 x 1'-2116/(-58/ ) b134 (F/S)
1'-234/
4sides of tube
Prepare for Groove Weld b134
212/
818/RD
2/
11-12/D
134M6GIRT1
2/
2 - 916/ "Ø
19'-838/1'-3716/RD
114/
1'-5716/
(-58/ )
19'-1112/
C6X13 x 19'-1078/
E L
TOTAL
QTY.
FIELD BOLTS LENGTHMember
2 3/4"Ø A325N BOLT 0'-2"134M4
2 3/4"Ø A325N BOLT 0'-2"134M5
2 3/4"Ø A325N BOLT 0'-2"134M6
11 3/4"Ø EPOXY_ANC BOLT 0'-1 15/16"134M2
E105 - E109
E70XX UNO.
13/16Ø UNO.
A36 UNO.
MR
TEXAS
FARR Builders, LLC
HCL Engineering / Castillo Architects
DYESS Air Force Base 003-18
VJ
REF:
JOB NO.
DWG. NO.
W.S. STEEL
DRWN
PROJECT
STEEL:
PRIMER:
HOLES:
WELDS:
Ph: (830) 980-7208 Fax: (830) 980-3141
CONTRACTOR:
ENG / ARCH:
CHKD
31817 RICE RD. BULVERDE, TX 78163
Issued for Approval
One coat primer UNO.
STRUCTURES
A
DATE 02/08/2018
REMARKSDATEREV
Feb 08, 2018 For ApprovalA
BILL OF MATERIAL
MARK QTY SHAPE / DESCRIPTION LENGTHMK REMARKSQTY
SHIPPING
BILL
WT-each (Lbs.)
134M11 C6X13 19'-11" 259
134M21 C6X13 21'-2 1/4" 297 b134 1 C6X13 1'-7 5/8"
134M31 C6X13 21'-2 1/4" 297 b134 1 C6X13 1'-7 5/8"
134M41 C6X13 19'-10 7/8" 259
134M51 C6X13 1'-2 1/16" 37 b134 1 C6X13 1'-7 5/8"
134M61 C6X13 19'-10 7/8" 259
1-2/A
135M1GIRT1
b132
B
B
E L
C6X13 x 20'-558/
1-2/A
135M2GIRT2
18'-5916/
1'-3716/
114/
1'-5716/ 19'-934/
12'-91116/12
9'-1516/RD
18'-7916/
2/
2/
2 3
4/
4/
6'-11 b132
20'-438/
10 - 78/ "Ø
T Y
P
316/
3SIDES
18'-1116'-1114'-1112'-1110'-118'-114'-11
2'-1111RD
1'-378/ 3
2/
4/
19'-2316/
2 - 916/ "Ø
2 - 916/ "Ø
2b132
20'-558/
2'-9516/
1'-378/
316/
3SIDES
2/
4/
19'-0316/2'-11516/
20'-438/RD
B - B
114/212/ b132
114/
A - A b132
212/
E L
C6X13 x 19'-11 b132
A
A
E L
C6X13 x 20'-558/
1716/
4/
2/
5 - 78/ "Ø
T Y
P
114/ 8'-438/6'-438/4'-438/
2'-438/438/
9'-1516/RD
1716/
C6X13 x 9'-2916/
9'-312/
E L
2-3/A
135M3GIRT1
4'-438/
10 - 78/ "Ø
T Y
P
19'-11
19'-934/18'-438/16'-438/14'-438/12'-438/10'-438/8'-438/6'-438/ 2'-438/438/
RD
114/
E L
C6X13 x 19'-11
3-4/A
135M4GIRT1
C6X13 x 7'-2916/
7'-312/
E L
2/
4 - 78/ "Ø
4'-5116/ 6'-5116/
2'-5116/5116/
RD
1716/
1716/
4/
114/
T Y
P
7'-1516/
3-4/A
135M5GIRT1
3-4/A
135M6GIRT1
TOTAL
QTY.
FIELD BOLTS LENGTHMember
2 3/4"Ø A325N BOLT 0'-2"135M1
4 3/4"Ø A325N BOLT 0'-2"135M2
2 3/4"Ø A325N BOLT 0'-2"135M4
2 3/4"Ø A325N BOLT 0'-2"135M5
10 3/4"Ø EPOXY_ANC BOLT 0'-1 15/16"135M1
10 3/4"Ø EPOXY_ANC BOLT 0'-1 15/16"135M3
5 3/4"Ø EPOXY_ANC BOLT 0'-1 15/16"135M4
4 3/4"Ø EPOXY_ANC BOLT 0'-1 15/16"135M5
E105 - E109
E70XX UNO.
13/16Ø UNO.
A36 UNO.
MR
TEXAS
FARR Builders, LLC
HCL Engineering / Castillo Architects
DYESS Air Force Base 003-18
VJ
REF:
JOB NO.
DWG. NO.
W.S. STEEL
DRWN
PROJECT
STEEL:
PRIMER:
HOLES:
WELDS:
Ph: (830) 980-7208 Fax: (830) 980-3141
CONTRACTOR:
ENG / ARCH:
CHKD
31817 RICE RD. BULVERDE, TX 78163
Issued for Approval
One coat primer UNO.
STRUCTURES
A
DATE 02/08/2018
REMARKSDATEREV
Feb 08, 2018 For ApprovalA
BILL OF MATERIAL
MARK QTY SHAPE / DESCRIPTION LENGTHMK REMARKSQTY
SHIPPING
BILL
WT-each (Lbs.)
135M11 C6X13 20'-5 5/8" 270 b132 1 FB3/8"X4" 0'-10"
135M22 C6X13 20'-5 5/8" 270 b132 2 FB3/8"X4" 0'-10"
135M31 C6X13 19'-11" 259
135M41 C6X13 9'-2 9/16" 120
135M51 C6X13 7'-2 9/16" 94
135M61 C6X13 19'-11" 259
4-5/A 9-10/A 10-11/A
136M1GIRT3
10 - 78/ "Ø
13'-112/
19'-934/RD
114/
19'-112/17'-112/15'-112/11'-112/9'-112/7'-112/5'-112/ 3'-112/1'-112/
T Y
P
5-6/A
136M3GIRT1
3'-9516/RD
2 - 78/ "Ø
114/
3'-112/1'-112/
1716/
/ 1
4/
2/
1716/
C6X13 x 19'-11
E L
3'-9516/
1716/
114/
4/
2/
2'-5116/5116/
RD
1716/
5-6/A
136M2GIRT1
C6X13 x 3'-10916/
E L
3'-1112/
E L
C6X13 x 3'-10916/
3'-1112/
5-6/A
136M4GIRT1
3'-9516/RD
2/
4/
1'-5716/
114/
1716/
1716/
3 2
1'-3716/
3'-1112/
E L
C6X13 x 3'-10916/
5-6/A
136M5GIRT1
2 - 916/ "Ø
19'-934/
2 - 916/ "Ø
2/
16'-11116/3'-9516/RD
18'-5916/
1'-5716/
114/
18'-7916/1'-3716/
4/
2 3
4/
2/
E L
C6X13 x 19'-11
6-7/A 7-8/A
136M6GIRT2
16'-512/14'-512/ 18'-512/
10 - 78/ "Ø
8'-512/ 12'-512/
T Y
P
10'-512/6'-512/4'-512/ 2'-512/512/
RD
19'-934/
19'-11
114/
C6X13 x 19'-11
E L
5-6/A
136M7GIRT1
E L
3'-1112/
C6X13 x 3'-10916/
2 - 916/ "Ø
114/
2/
3'-9516/
4/
1716/
1716/
2'-518/RD
2'-718/
TOTAL
QTY.
FIELD BOLTS LENGTHMember
2 3/4"Ø A325N BOLT 0'-2"136M2
2 3/4"Ø A325N BOLT 0'-2"136M3
2 3/4"Ø A325N BOLT 0'-2"136M4
2 3/4"Ø A325N BOLT 0'-2"136M7
30 3/4"Ø EPOXY_ANC BOLT 0'-1 15/16"136M1
2 3/4"Ø EPOXY_ANC BOLT 0'-1 15/16"136M2
2 3/4"Ø EPOXY_ANC BOLT 0'-1 15/16"136M3
20 3/4"Ø EPOXY_ANC BOLT 0'-1 15/16"136M6
E105 - E109
E70XX UNO.
13/16Ø UNO.
A36 UNO.
MR
TEXAS
FARR Builders, LLC
HCL Engineering / Castillo Architects
DYESS Air Force Base 003-18
VJ
REF:
JOB NO.
DWG. NO.
W.S. STEEL
DRWN
PROJECT
STEEL:
PRIMER:
HOLES:
WELDS:
Ph: (830) 980-7208 Fax: (830) 980-3141
CONTRACTOR:
ENG / ARCH:
CHKD
31817 RICE RD. BULVERDE, TX 78163
Issued for Approval
One coat primer UNO.
STRUCTURES
A
DATE 02/08/2018
REMARKSDATEREV
Feb 08, 2018 For ApprovalA
BILL OF MATERIAL
MARK QTY SHAPE / DESCRIPTION LENGTHMK REMARKSQTY
SHIPPING
BILL
WT-each (Lbs.)
136M13 C6X13 19'-11" 259
136M21 C6X13 3'-10 9/16" 50
136M31 C6X13 3'-10 9/16" 50
136M41 C6X13 3'-10 9/16" 50
136M51 C6X13 19'-11" 259
136M62 C6X13 19'-11" 259
136M71 C6X13 3'-10 9/16" 50
8-9/A
137M1GIRT1
13'-312/
E L
C6X13 x 13'-2916/
8-9/A
137M3GIRT1
2 - 78/ "Ø
1716/
114/
1716/
4/
2/
2'-5116/5116/
RD
3'-1516/
7 - 78/ "Ø
12'-512/
13'-1516/
10'-512/
T Y
P
4/
8'-512/6'-512/4'-512/2'-512/
512/
RD
2/
114/ 1716/
1716/
2 - 916/ "Ø
2 - 916/ "Ø
16'-91116/
18'-7916/
18'-5916/1'-5716/
1'-3716/
114/
19'-934/13'-1516/RD
4/
2/
4/
2/
8-9/A
137M2GIRT1
E L
C6X13 x 19'-11
E L
C6X13 x 3'-2916/
3'-312/
11-12/A
137M4GIRT1
114/ 4 - 78/ "Ø
6'-712/
1716/
3'-112/ 5'-112/1'-112/RD
T Y
P
4/
2/
7'-1516/
1716/
C6X13 x 7'-2916/
E L
7'-312/
11-14/A
137M5GIRT1
6 - 78/ "Ø
9'-1916/ b132
4'-5116/
10'-10716/
316/
3SIDES
4/
1716/
2/
2/
114/
5116/
RD
10'-5116/ 2'-5116/
6'-5116/ 1716/
8'-5116/
4/
T Y
P
B - B
212/ b132
114/ b132
B
B
E L
11'-238/
(-1516/ ) C6X13 x 11'-1716/ b132
A
A
E L
C6X13 x 21'-978/
2/ b132
1'-3716/ 2 - 916/ "Ø
316/
3SIDES
114/
21'-678/
10'-91116/7'-1516/
1'-5716/RD
4/
4/
2/
2/
4/
19'-10
11-14/A
137M6GIRT1
A - A b132
114/212/
TOTAL
QTY.
FIELD BOLTS LENGTHMember
2 3/4"Ø A325N BOLT 0'-2"137M1
2 3/4"Ø A325N BOLT 0'-2"137M2
2 3/4"Ø A325N BOLT 0'-2"137M4
4 3/4"Ø A325N BOLT 0'-2"137M5
2 3/4"Ø A325N BOLT 0'-2"137M6
7 3/4"Ø EPOXY_ANC BOLT 0'-1 15/16"137M1
2 3/4"Ø EPOXY_ANC BOLT 0'-1 15/16"137M2
4 3/4"Ø EPOXY_ANC BOLT 0'-1 15/16"137M4
6 3/4"Ø EPOXY_ANC BOLT 0'-1 15/16"137M5
E105 - E109
E70XX UNO.
13/16Ø UNO.
A36 UNO.
MR
TEXAS
FARR Builders, LLC
HCL Engineering / Castillo Architects
DYESS Air Force Base 003-18
VJ
REF:
JOB NO.
DWG. NO.
W.S. STEEL
DRWN
PROJECT
STEEL:
PRIMER:
HOLES:
WELDS:
Ph: (830) 980-7208 Fax: (830) 980-3141
CONTRACTOR:
ENG / ARCH:
CHKD
31817 RICE RD. BULVERDE, TX 78163
Issued for Approval
One coat primer UNO.
STRUCTURES
A
DATE 02/08/2018
REMARKSDATEREV
Feb 08, 2018 For ApprovalA
BILL OF MATERIAL
MARK QTY SHAPE / DESCRIPTION LENGTHMK REMARKSQTY
SHIPPING
BILL
WT-each (Lbs.)
137M11 C6X13 13'-2 9/16" 172
137M21 C6X13 3'-2 9/16" 42
137M31 C6X13 19'-11" 259
137M41 C6X13 7'-2 9/16" 94
137M51 C6X13 11'-1 7/16" 149 b132 1 FB3/8"X4" 0'-10"
137M61 C6X13 21'-9 7/8" 288 b132 1 FB3/8"X4" 0'-10"
138M1GIRT1
1716/
1716/
114/
2 - 78/ "Ø
1'-3116/
2/
3116/
RD
212/1'-7916/
4/
/ 3
138M3GIRT1
4/
1716/
1716/
2/
212/
114/
1'-7916/RD
C6X13 x 1'-11516/(-1516/ ) E
L
2'-014/ b132
2 - 1316/ "Ø
2 - 1316/ "Ø 316/
3SIDES
1'-934/
212/
1'-634/
2/
4/
2/
138M2GIRT1
E L
C6X13 x 1'-934/ b132
(-58/ )
E L
C6X13 x 1'-11516/(-1516/ )
138M4GIRT1
316/
3SIDES TYP
c103
12'-0 c103
2/
4/
4/
2/
12/12/ c103 c103
12'-0 (C6X13 x 11'-11")
E L
138M5GIRT1
4/ 2 - 1316/ "Ø
2 - 1316/ "Ø
2 - 1316/ "Ø
212/14'-778/13'-1916/RD
2/
14'-1158/
4/
9316/
2/
C6X13 x 14'-1158/
E L
138M6GIRT2
E L
(-1516/ )C6X13 x 10716/
1716/
1716/
9316/
2/
4/
138M7GIRT3
114/
2 - 1316/ "Ø
2/
1'-078/
(-312/ )
E L
C6X13 x 1'-078/
TOTAL
QTY.
FIELD BOLTS LENGTHMember
2 3/4"Ø A325N BOLT 0'-2"138M1
2 3/4"Ø A325N BOLT 0'-2"138M2
4 3/4"Ø A325N BOLT 0'-2"138M3
4 3/4"Ø A325N BOLT 0'-2"138M4
4 3/4"Ø A325N BOLT 0'-2"138M6
6 3/4"Ø A325N BOLT 0'-2"138M7
2 3/4"Ø EPOXY_ANC BOLT 0'-1 15/16"138M1
E105 - E109
E70XX UNO.
13/16Ø UNO.
A36 UNO.
MR
TEXAS
FARR Builders, LLC
HCL Engineering / Castillo Architects
DYESS Air Force Base 003-18
VJ
REF:
JOB NO.
DWG. NO.
W.S. STEEL
DRWN
PROJECT
STEEL:
PRIMER:
HOLES:
WELDS:
Ph: (830) 980-7208 Fax: (830) 980-3141
CONTRACTOR:
ENG / ARCH:
CHKD
31817 RICE RD. BULVERDE, TX 78163
Issued for Approval
One coat primer UNO.
STRUCTURES
A
DATE 02/08/2018
REMARKSDATEREV
Feb 08, 2018 For ApprovalA
BILL OF MATERIAL
MARK QTY SHAPE / DESCRIPTION LENGTHMK REMARKSQTY
SHIPPING
BILL
WT-each (Lbs.)
138M11 C6X13 1'-11 5/16" 25
138M21 C6X13 1'-11 5/16" 25
138M31 C6X13 1'-9 3/4" 28 b132 1 FB3/8"X4" 0'-10"
138M41 C6X13 11'-11" 160 c103 2 L3X3X3/8 0'-4 1/2"
138M51 C6X13 14'-11 5/8" 195
138M62 C6X13 0'-10 7/16" 11
138M73 C6X13 1'-0 7/8" 14
139M1CHANNEL1
c103 c103 316/
3SIDES TYP
2/
4/
2/
4/
12'-0
12/12/
139M2CHANNEL6
c103
12'-0 (C6X13 x 11'-11") c103
E L
2- c103
E L
3'-4 (C6X13 x 3'-3")
316/
3SIDES TYP
c103 c103
2/
4/
2/
4/
3'-4
12/ 12/
TOTAL
QTY.
FIELD BOLTS LENGTHMember
4 3/4"Ø A325N BOLT 0'-2"139M1
24 3/4"Ø A325N BOLT 0'-2"139M2
E105 - E109
E70XX UNO.
13/16Ø UNO.
A36 UNO.
MR
TEXAS
FARR Builders, LLC
HCL Engineering / Castillo Architects
DYESS Air Force Base 003-18
VJ
REF:
JOB NO.
DWG. NO.
W.S. STEEL
DRWN
PROJECT
STEEL:
PRIMER:
HOLES:
WELDS:
Ph: (830) 980-7208 Fax: (830) 980-3141
CONTRACTOR:
ENG / ARCH:
CHKD
31817 RICE RD. BULVERDE, TX 78163
Issued for Approval
One coat primer UNO.
STRUCTURES
A
DATE 02/08/2018
REMARKSDATEREV
Feb 08, 2018 For ApprovalA
BILL OF MATERIAL
MARK QTY SHAPE / DESCRIPTION LENGTHMK REMARKSQTY
SHIPPING
BILL
WT-each (Lbs.)
139M11 C6X13 11'-11" 160 c103 2 L3X3X3/8 0'-4 1/2"
139M26 C6X13 3'-3" 48 c103 12 L3X3X3/8 0'-4 1/2"
143M1MISC10
2 - 1316/ "Ø
112/
L5X3X38/ x 6
L7X4X38/ x 4
214/
2/
4 - 916/ "Ø
78/
78/ 214/
2 - 916/ "Ø
143M2MISC22
143M4MISC60
A - A
312/
2/
312/
1 - 1316/ "Ø
1 - 1316/ "Ø
L5X3X38/ x 6
312/114/
143M3MISC187
143M5ANGLE120
(-114/ )
2 - (916/ "x34/ ") SLOTS
L3-12/ X3-12/ X12GA. x 512/
(-114/ )
114/
2 - (916/ "x34/ ") SLOTS
3114/
WT8X22.5 x 5'-1038/
21116/
A
A4
2/
2'-5516/RD
TOTAL
QTY.
FIELD BOLTS LENGTHMember
374 1/2"Ø A307 BOLT 0'-1 1/2"143M3
240 1/2"Ø A307 BOLT 0'-1 1/2"143M5
20 3/4"Ø A325N BOLT 0'-2"143M1
120 3/4"Ø A325N BOLT 0'-2"143M4
E110 - E112
E70XX UNO.
13/16Ø UNO.
A36 UNO.
MR
TEXAS
FARR Builders, LLC
HCL Engineering / Castillo Architects
DYESS Air Force Base 003-18
VJ
REF:
JOB NO.
DWG. NO.
W.S. STEEL
DRWN
PROJECT
STEEL:
PRIMER:
HOLES:
WELDS:
Ph: (830) 980-7208 Fax: (830) 980-3141
CONTRACTOR:
ENG / ARCH:
CHKD
31817 RICE RD. BULVERDE, TX 78163
Issued for Approval
One coat primer UNO.
STRUCTURES
A
DATE 02/08/2018
REMARKSDATEREV
Feb 08, 2018 For ApprovalA
BILL OF MATERIAL
MARK QTY SHAPE / DESCRIPTION LENGTHMK REMARKSQTY
SHIPPING
BILL
WT-each (Lbs.)
143M110 L5X3X3/8 0'-6" 5
143M222 WT8X22.5 5'-10 3/8" A992-GR.50 132
143M3187 L7X4X3/8 0'-4" 5
143M460 L5X3X3/8 0'-6" 5
143M5120 L3-1/2X3-1/2X12GA. 0'-5 1/2" 3
144M1MISC1
f114 (N/S) c144 c144
A
A
8/
L3X3X14/ x 20'-0
B - B a144 b144
316/ 2"@12
TYP
2"@12
L3X3X14/ x 5'-058/ b144 (N/S) a144
B
B f114
8/ c14410'-0RD c144
4/
2/ a144 b144
2/
8/
316/ 2"@12
TYP
2"@12
A - A f114c144
918/
144M3MISC41
144M2MISC1
L2X2X316/ x 20'-0
144M4MISC1
L2X2X316/ x 16'-178/
12/
TOTAL
QTY.
FIELD BOLTS LENGTHMember
E104 - E112
E70XX UNO.
13/16Ø UNO.
A36 UNO.
MR
TEXAS
FARR Builders, LLC
HCL Engineering / Castillo Architects
DYESS Air Force Base 003-18
VJ
REF:
JOB NO.
DWG. NO.
W.S. STEEL
DRWN
PROJECT
STEEL:
PRIMER:
HOLES:
WELDS:
Ph: (830) 980-7208 Fax: (830) 980-3141
CONTRACTOR:
ENG / ARCH:
CHKD
31817 RICE RD. BULVERDE, TX 78163
Issued…
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