MS 029 Anchor Rod Shop Drawings and Details.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AF IMT 3000, 20030901, V1 PREVIOUS EDITION IS OBSOLETE.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)

Erection Drawings

There is 1 copy

01/31/18

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.: 2

02/14/18

Response required by:

By

Email

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

Overall Anchor Rod Setting PlanAB101 01/31/18

Partial Anchor Rod Setting PlanAB102 01/31/18

Partial Anchor Rod Setting PlanAB103 01/31/18

Doorway Channel Jam Placment PlanAB104 01/31/18

Doorway Channel Jam Placment PlanAB105 01/31/18

Section Cut DrawingAB106 01/31/18

W.S. Steel Structures, L.P.

31817 Rice Road Bulverde TX 78163 Fax: 830-980-3141 Phone: 830-980-7208

Fabrication Drawings

01/31/18

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.: 3

02/14/18

Response required by:

By

Email

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

Anchor Rod Shop Drawing101 01/31/18

101AB1ANCHOR_ROD72 NO PAINT

34/ _WASHER

R O

D

4/ x

2/

2- 34/ _HEAVY_HEX_NUT

34/ _HEAVY_HEX_NUT

TACK TYP

4/

T H

R E

A D

T H

R E

A D

TOTAL

QTY.

FIELD BOLTS LENGTHMember

AB103

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 01/31/2018

REMARKSDATEREV

Jan 31, 2018 For ApprovalA

BILL OF MATERIAL

MARK QTY SHAPE / DESCRIPTION LENGTHMK REMARKSQTY

SHIPPING

BILL

WT-each (Lbs.)

101AB172 ROD3/4" 1'-6 1/2"

NO PAINTF1554-GR.36 3

72 3/4_WASHER

216 3/4_HEAVY_HEX_NUT

D D

A A

Z Z

S2.0

E70XX UNO.

13/16Ø UNO.

A36 UNO.

MR

TEXAS

FARR Builders, LLC

HCL Engineering / Castillo Architects

DYESS Air Force Base 003-18

AB101

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 01/31/2018

REMARKSDATEREV

Jan 31, 2018 For ApprovalA

20'-0

282'-034/

20'-0

OVERALL ANCHOR ROD SETTING PLAN N

W

S

E

(REF.:- S2.0)

REFER

22'-120'-0

REFER

AB102 AB103

15'-1120'-0 25'-020'-020'-020'-020'-020'-020'-019'-034/

2/

2/

NOTES:-

1. PLEASE READ THIS SHEET ALONG WITH AB102, AB103.

DET. C

D D

A A

DET. E

DET. A

DET. B

DET. D

S2.2

E70XX UNO.

13/16Ø UNO.

A36 UNO.

MR

TEXAS

FARR Builders, LLC

HCL Engineering / Castillo Architects

DYESS Air Force Base 003-18

AB102

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 01/31/2018

REMARKSDATEREV

Jan 31, 2018 For ApprovalA

TYPE_C

HSS6X6X12/

(0'-0)

9'-4

TYPE_C

HSS6X6X12/

(0'-0)

AB104

of overhead door 35 opening.

Please verify location dimension

N

W

S

E

ANCHOR ROD SETTING PLAN - PARTIAL

(REF.:- S2.0, S2.1)

20'-0 20'-0

114/

AB103

REFER

AB103

REFER

1'-238/

AB104

AB104

AB104

AB104

2/

114/

1'-238/

114/114/

139'-034/

20'-020'-020'-020'-019'-034/

3'-4

OPENING

12'-0 3'-4

OPENING

6'-8

3'-4

OPENING

12'-0

OPENING

4'-0

O P

E N

IN

G

2/

NOTES:-

4. PLEASE REFER AB106 FOR ANCHOR ROD DETAILS.

3. PLEASE REFER AB104 FOR SECTION DETAILS.

2. PLEASE READ THIS SHEET ALONG WITH AB101.

1. BOTTOM OF BASE PLATE ELEVATION NOTED THUS (X'-XX")

Z Z

A A

D D

DET. F

DET. G

DET. H

DET. J

S2.2

E70XX UNO.

13/16Ø UNO.

A36 UNO.

MR

TEXAS

FARR Builders, LLC

HCL Engineering / Castillo Architects

DYESS Air Force Base 003-18

AB103

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 01/31/2018

REMARKSDATEREV

Jan 31, 2018 For ApprovalA

TYPE_A

HSS6X6X14/

(-0'-7)

TYPE_B

W12X40

(-0'-7)

TYPE_A

HSS6X6X14/

(-0'-7)

TYPE_A

HSS6X6X14/

(-0'-7)

AB105

TYPE_B

W12X40

(-0'-7)

TYPE_A

HSS6X6X14/

(-0'-7)

TYPE_A

HSS6X6X14/

(-0'-7)

TYPE_A

HSS6X6X14/

(-0'-7)

TYPE_A

HSS6X6X14/

(-0'-7)

TYPE_A

HSS6X6X14/

(-0'-7)

TYPE_A

HSS6X6X14/

(-0'-7)

TYPE_A

HSS6X6X14/

(-0'-7)

TYPE_A

HSS6X6X14/

(-0'-7)

TYPE_A

HSS6X6X14/

(-0'-7)

TYPE_A

HSS6X6X14/

(-0'-7)

TYPE_A

HSS6X6X14/

(-0'-7)

TYPE_A

HSS6X6X14/

(-0'-7)

TYPE_A

HSS6X6X14/

(-0'-7)

ANCHOR ROD SETTING PLAN - PARTIAL

(REF.:- S2.2)

N

W

S

E

AB105

AB102

REFER

AB102

REFER

AB105

AB105

3'-4

OPENING

6 6

6'-358/

4/

2/

6 6

4/

2/

8/

8/

4/

4/

4/

4/

4/

3'-4

OPENING

22'-1

8/

25'-0

6 6

20'-0

2/

2/

4/

8/

4/

15'-11

20'-020'-020'-0

143'-0

13'-4

7'-4

3'-4

OPENING

2'-5

O P

E N

IN

G

4. PLEASE REFER AB106 FOR ANCHOR ROD DETAILS.

3. PLEASE REFER AB105 FOR SECTION DETAILS.

2. PLEASE READ THIS SHEET ALONG WITH AB101.

A A

D D

A A

D D

D D

E70XX UNO.

13/16Ø UNO.

A36 UNO.

MR

TEXAS

FARR Builders, LLC

HCL Engineering / Castillo Architects

DYESS Air Force Base 003-18

AB104

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 01/31/2018

REMARKSDATEREV

Jan 31, 2018 For ApprovalA

TYPE_D

C6X13

20'-0

TYPE_D

C6X13

DETAIL - B

4/

3'-4

OPENING

2/

2/

2316/

9'-4

2316/

4/

2/

TYPE_D

C6X13

TYPE_D

C6X13

2316/

DETAIL - E

2/

2316/

12'-0 3'-4

OPENING

20'-0

4/

4/

TYPE_D

C6X13

TYPE_D

C6X13

20'-0

DETAIL - C

2316/ 2316/

2/

2/

4'-0 12'-0

OPENING

4/

4/

TYPE_D

C6X13

TYPE_D

C6X13

6'-8

2316/

DETAIL - D

2/

2/

2316/

3'-4

OPENING

4/

20'-0

4/

2/

1'-118/

212/

TYPE_D

C6X13

TYPE_D

C6X13

DETAIL - A

dimension of door 36 opening.

Please verify location

O P

E N

IN

G

1'-118/

212/

1'-538/

1'-538/

NOTES:-

2. PLEASE REFER AB106 FOR ANCHOR ROD DETAILS.

1. PLEASE READ THIS SHEET ALONG WITH AB102.

D D

A A

A A A A

E70XX UNO.

13/16Ø UNO.

A36 UNO.

MR

TEXAS

FARR Builders, LLC

HCL Engineering / Castillo Architects

DYESS Air Force Base 003-18

AB105

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 01/31/2018

REMARKSDATEREV

Jan 31, 2018 For ApprovalA

TYPE_D

C6X13

2/

TYPE_D

C6X13

4/ shows door 23 at riser room. Please verify.

channel at grid D, but arch drawing A103

Structural plan S2.2 shows door support

DETAIL - H

of door 23 opening.

Please verify location dimension

20'-0

2/

3'-4

OPENING

2'-5

2316/2316/

4/

20'-0

3'-4

OPENING

TYPE_D

C6X13

2/

TYPE_D

C6X13

DETAIL - G

2316/

6 6

2316/

2/

7'-4

4/

4/

TYPE_D

C6X13

4/

3'-4

OPENING

TYPE_D

C6X13

2/

13'-4

DETAIL - F

20'-0

2316/

2/

2316/

4/

TYPE_D

C6X13

TYPE_D

C6X13

1'-618/

DETAIL - J

of overhead door 18 opening.

Please verify location dimension

1'-1038/

1'-618/

O P

E N

IN

G

212/

212/

1'-1038/

NOTES:-

1. PLEASE READ THIS SHEET ALONG WITH AB103.

1'-6

4 - 1 116/ "Ø

(02 LOCATIONS)

COLUMN

W12X40

E L

-7

TYPE - B

4 - ANCHOR_ROD 101AB1

ROD34/ F1554-GR.36

(REF.:- 4, 6 / S0.3)

2/

T Y

P

E M

B E

D

4/

P R

O J E

C T

IO

N

G R

O U

T

4/

412/

112/

4/

4/

2/

ANCHORS

(2) - 34/ " Ø EXPANSION

TYPE - D

L3X3X38/ X0'-4 12/

E M

B E

D

(18 LOCATIONS)

(REF.:- 5 / S6.1)

POST CHANNEL

C6X13

Please verify.

E L

2/

G R

O U

T

4 - ANCHOR_ROD 101AB1

ROD34/ F1554-GR.36

COLUMN

HSS6X6X14/

2/

TYPE - A

4/

E M

B E

D

(16 LOCATIONS)

(REF.:- 4, 6 / S0.3)

4/

P R

O J E

C T

IO

N

E L

-7

T Y

P

(REF.:- 5 / S6.1)

(02 LOCATIONS)

TYPE - C

ANCHORS

(2) - 34/ " Ø EXPANSION

E M

B E

D

FB38/ "X6X0'-9

COLUMN

HSS6X6X12/

Please verify.

E L

8/

4 - 1 116/ "Ø

1'-6

2316/ Please verify.

L3X3X38/ X0'-4 12/

2/

2/

S0.3

E70XX UNO.

13/16Ø UNO.

A36 UNO.

MR

TEXAS

FARR Builders, LLC

HCL Engineering / Castillo Architects

DYESS Air Force Base 003-18

AB106

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 01/31/2018

2. PLEASE READ THIS SHEET ALONG WITH AB102 - AB105.

1. BOTTOM OF BASE PLATE ELEVATION NOTED THUS (X'-XX").

REMARKSDATEREV

Jan 31, 2018 For ApprovalA

Erection Drawings

01/31/18

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.: 2

02/14/18

Response required by:

By

Email

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

Overall Anchor Rod Setting PlanAB101 01/31/18

Partial Anchor Rod Setting PlanAB102 01/31/18

Partial Anchor Rod Setting PlanAB103 01/31/18

Doorway Channel Jam Placment PlanAB104 01/31/18

Doorway Channel Jam Placment PlanAB105 01/31/18

Section Cut DrawingAB106 01/31/18

Fabrication Drawings

01/31/18

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.: 3

02/14/18

Response required by:

By

Email

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

Anchor Rod Shop Drawing101 01/31/18

101AB1ANCHOR_ROD72 NO PAINT

34/ _WASHER

R O

D

4/ x

2/

2- 34/ _HEAVY_HEX_NUT

34/ _HEAVY_HEX_NUT

TACK TYP

4/

T H

R E

A D

T H

R E

A D

TOTAL

QTY.

FIELD BOLTS LENGTHMember

AB103

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 01/31/2018

REMARKSDATEREV

Jan 31, 2018 For ApprovalA

BILL OF MATERIAL

MARK QTY SHAPE / DESCRIPTION LENGTHMK REMARKSQTY

SHIPPING

BILL

WT-each (Lbs.)

101AB172 ROD3/4" 1'-6 1/2"

NO PAINTF1554-GR.36 3

72 3/4_WASHER

216 3/4_HEAVY_HEX_NUT

D D

A A

Z Z

S2.0

E70XX UNO.

13/16Ø UNO.

A36 UNO.

MR

TEXAS

FARR Builders, LLC

HCL Engineering / Castillo Architects

DYESS Air Force Base 003-18

AB101

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 01/31/2018

REMARKSDATEREV

Jan 31, 2018 For ApprovalA

20'-0

282'-034/

20'-0

OVERALL ANCHOR ROD SETTING PLAN N

W

S

E

(REF.:- S2.0)

REFER

22'-120'-0

REFER

AB102 AB103

15'-1120'-0 25'-020'-020'-020'-020'-020'-020'-019'-034/

2/

2/

1. PLEASE READ THIS SHEET ALONG WITH AB102, AB103.

DET. C

D D

A A

DET. E

DET. A

DET. B

DET. D

S2.2

E70XX UNO.

13/16Ø UNO.

A36 UNO.

MR

TEXAS

FARR Builders, LLC

HCL Engineering / Castillo Architects

DYESS Air Force Base 003-18

AB102

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 01/31/2018

REMARKSDATEREV

Jan 31, 2018 For ApprovalA

TYPE_C

HSS6X6X12/

(0'-0)

9'-4

TYPE_C

HSS6X6X12/

(0'-0)

AB104

of overhead door 35 opening.

Please verify location dimension

N

W

S

E

ANCHOR ROD SETTING PLAN - PARTIAL

(REF.:- S2.0, S2.1)

20'-0 20'-0

114/

AB103

REFER

AB103

REFER

1'-238/

AB104

AB104

AB104

AB104

2/

114/

1'-238/

114/114/

139'-034/

20'-020'-020'-020'-019'-034/

3'-4

OPENING

12'-0 3'-4

OPENING

6'-8

3'-4

OPENING

12'-0

OPENING

4'-0

O P

E N

IN

G

2/

NOTES:-

4. PLEASE REFER AB106 FOR ANCHOR ROD DETAILS.

3. PLEASE REFER AB104 FOR SECTION DETAILS.

2. PLEASE READ THIS SHEET ALONG WITH AB101.

Z Z

A A

D D

DET. F

DET. G

DET. H

DET. J

S2.2

E70XX UNO.

13/16Ø UNO.

A36 UNO.

MR

TEXAS

FARR Builders, LLC

HCL Engineering / Castillo Architects

DYESS Air Force Base 003-18

AB103

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 01/31/2018

REMARKSDATEREV

Jan 31, 2018 For ApprovalA

TYPE_A

HSS6X6X14/

(-0'-7)

TYPE_B

W12X40

(-0'-7)

TYPE_A

HSS6X6X14/

(-0'-7)

TYPE_A

HSS6X6X14/

(-0'-7)

AB105

TYPE_B

W12X40

(-0'-7)

TYPE_A

HSS6X6X14/

(-0'-7)

TYPE_A

HSS6X6X14/

(-0'-7)

TYPE_A

HSS6X6X14/

(-0'-7)

TYPE_A

HSS6X6X14/

(-0'-7)

TYPE_A

HSS6X6X14/

(-0'-7)

TYPE_A

HSS6X6X14/

(-0'-7)

TYPE_A

HSS6X6X14/

(-0'-7)

TYPE_A

HSS6X6X14/

(-0'-7)

TYPE_A

HSS6X6X14/

(-0'-7)

TYPE_A

HSS6X6X14/

(-0'-7)

TYPE_A

HSS6X6X14/

(-0'-7)

TYPE_A

HSS6X6X14/

(-0'-7)

TYPE_A

HSS6X6X14/

(-0'-7)

ANCHOR ROD SETTING PLAN - PARTIAL

(REF.:- S2.2)

N

W

S

E

AB105

AB102

REFER

AB102

REFER

AB105

AB105

3'-4

OPENING

6 6

6'-358/

4/

2/

6 6

4/

2/

8/

8/

4/

4/

4/

4/

4/

3'-4

OPENING

22'-1

8/

25'-0

6 6

20'-0

2/

2/

4/

8/

4/

15'-11

20'-020'-020'-0

143'-0

13'-4

7'-4

3'-4

OPENING

2'-5

O P

E N

IN

G

4. PLEASE REFER AB106 FOR ANCHOR ROD DETAILS.

3. PLEASE REFER AB105 FOR SECTION DETAILS.

2. PLEASE READ THIS SHEET ALONG WITH AB101.

A A

D D

A A

D D

D D

E70XX UNO.

13/16Ø UNO.

A36 UNO.

MR

TEXAS

FARR Builders, LLC

HCL Engineering / Castillo Architects

DYESS Air Force Base 003-18

AB104

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 01/31/2018

REMARKSDATEREV

Jan 31, 2018 For ApprovalA

TYPE_D

C6X13

20'-0

TYPE_D

C6X13

DETAIL - B

4/

3'-4

OPENING

2/

2/

2316/

9'-4

2316/

4/

2/

TYPE_D

C6X13

TYPE_D

C6X13

2316/

DETAIL - E

2/

2316/

12'-0 3'-4

OPENING

20'-0

4/

4/

TYPE_D

C6X13

TYPE_D

C6X13

20'-0

DETAIL - C

2316/ 2316/

2/

2/

4'-0 12'-0

OPENING

4/

4/

TYPE_D

C6X13

TYPE_D

C6X13

6'-8

2316/

DETAIL - D

2/

2/

2316/

3'-4

OPENING

4/

20'-0

4/

2/

1'-118/

212/

TYPE_D

C6X13

TYPE_D

C6X13

DETAIL - A

dimension of door 36 opening.

Please verify location

O P

E N

IN

G

1'-118/

212/

1'-538/

1'-538/

NOTES:-

1. PLEASE READ THIS SHEET ALONG WITH AB102.

D D

A A

A A A A

E70XX UNO.

13/16Ø UNO.

A36 UNO.

MR

TEXAS

FARR Builders, LLC

HCL Engineering / Castillo Architects

DYESS Air Force Base 003-18

AB105

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 01/31/2018

REMARKSDATEREV

Jan 31, 2018 For ApprovalA

TYPE_D

C6X13

2/

TYPE_D

C6X13

4/ shows door 23 at riser room. Please verify.

channel at grid D, but arch drawing A103

Structural plan S2.2 shows door support

DETAIL - H

of door 23 opening.

Please verify location dimension

20'-0

2/

3'-4

OPENING

2'-5

2316/2316/

4/

20'-0

3'-4

OPENING

TYPE_D

C6X13

2/

TYPE_D

C6X13

DETAIL - G

2316/

6 6

2316/

2/

7'-4

4/

4/

TYPE_D

C6X13

4/

3'-4

OPENING

TYPE_D

C6X13

2/

13'-4

DETAIL - F

20'-0

2316/

2/

2316/

4/

TYPE_D

C6X13

TYPE_D

C6X13

1'-618/

DETAIL - J

of overhead door 18 opening.

Please verify location dimension

1'-1038/

1'-618/

O P

E N

IN

G

212/

212/

1'-1038/

NOTES:-

1. PLEASE READ THIS SHEET ALONG WITH AB103.

1'-6

4 - 1 116/ "Ø

(02 LOCATIONS)

COLUMN

W12X40

E L

-7

TYPE - B

4 - ANCHOR_ROD 101AB1

ROD34/ F1554-GR.36

(REF.:- 4, 6 / S0.3)

2/

T Y

P

E M

B E

D

4/

P R

O J E

C T

IO

N

G R

O U

T

4/

412/

112/

4/

4/

2/

ANCHORS

(2) - 34/ " Ø EXPANSION

TYPE - D

L3X3X38/ X0'-4 12/

E M

B E

D

(18 LOCATIONS)

(REF.:- 5 / S6.1)

POST CHANNEL

C6X13

Please verify.

E L

2/

G R

O U

T

4 - ANCHOR_ROD 101AB1

ROD34/ F1554-GR.36

COLUMN

HSS6X6X14/

2/

TYPE - A

4/

E M

B E

D

(16 LOCATIONS)

(REF.:- 4, 6 / S0.3)

4/

P R

O J E

C T

IO

N

E L

-7

T Y

P

(REF.:- 5 / S6.1)

(02 LOCATIONS)

TYPE - C

ANCHORS

(2) - 34/ " Ø EXPANSION

E M

B E

D

FB38/ "X6X0'-9

COLUMN

HSS6X6X12/

Please verify.

E L

8/

4 - 1 116/ "Ø

1'-6

2316/ Please verify.

L3X3X38/ X0'-4 12/

2/

2/

S0.3

E70XX UNO.

13/16Ø UNO.

A36 UNO.

MR

TEXAS

FARR Builders, LLC

HCL Engineering / Castillo Architects

DYESS Air Force Base 003-18

AB106

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 01/31/2018

2. PLEASE READ THIS SHEET ALONG WITH AB102 - AB105.

1. BOTTOM OF BASE PLATE ELEVATION NOTED THUS (X'-XX").

REMARKSDATEREV

Jan 31, 2018 For ApprovalA

12-0053 Rpr 8040 - MS #29 Anchor Rod Shop Drawings And Details ( )
2
3
101-RA-Jan31
AB101-RA-Jan31
AB102-RA-Jan31
AB103-RA-Jan31
AB104-RA-Jan31
AB105-RA-Jan31
AB106-RA-Jan31
TO Contracting Officer: Capt. Hillary Ince
FROM Contractor: FARR Builders LLC

S. Gevers, San Antonio, TX 78210

DATE: 01 Feb. 2018
CONTRACT NUMBER: FA4661-15-D-0001
SUBMISSION NUMBER: 29
PREVIOUS SUBMISSION NUMBER: 28
PROJECT NUMBER: FNWZ 12-0053
ITEM NORow1: 1
SPECIFICATION SECTION PARA NODRAWING NORow1: Per Sow
DESCRIPTION OF MATERIAL Include Type Model Number Catalog Number Mfg etcRow1: Anchor Rod Shop Drawings
INITIALRow1: PR
ITEM NORow2: 2
SPECIFICATION SECTION PARA NODRAWING NORow2: Per Sow
DESCRIPTION OF MATERIAL Include Type Model Number Catalog Number Mfg etcRow2: Anchor Rod Settings
INITIALRow2: PR
ITEM NORow3: 3
SPECIFICATION SECTION PARA NODRAWING NORow3: Per Sow
DESCRIPTION OF MATERIAL Include Type Model Number Catalog Number Mfg etcRow3: Doorway Channel Jam Placement
INITIALRow3: PR
ITEM NORow4: 4
SPECIFICATION SECTION PARA NODRAWING NORow4: Per Sow
DESCRIPTION OF MATERIAL Include Type Model Number Catalog Number Mfg etcRow4: Section Cut Drawings
INITIALRow4: PR
ITEM NORow5: 5
SPECIFICATION SECTION PARA NODRAWING NORow5: Per Sow
DESCRIPTION OF MATERIAL Include Type Model Number Catalog Number Mfg etcRow5: Anchor Rod Setting Plans
INITIALRow5: PR
ITEM NORow6: 6
SPECIFICATION SECTION PARA NODRAWING NORow6: Per Sow
DESCRIPTION OF MATERIAL Include Type Model Number Catalog Number Mfg etcRow6: Anchor Rod Details And Notes
INITIALRow6: PR
ITEM NORow7:
SPECIFICATION SECTION PARA NODRAWING NORow7:
DESCRIPTION OF MATERIAL Include Type Model Number Catalog Number Mfg etcRow7:
INITIALRow7:
ITEM NORow8:
SPECIFICATION SECTION PARA NODRAWING NORow8:
DESCRIPTION OF MATERIAL Include Type Model Number Catalog Number Mfg etcRow8:
INITIALRow8:
ITEM NORow9:
SPECIFICATION SECTION PARA NODRAWING NORow9:
DESCRIPTION OF MATERIAL Include Type Model Number Catalog Number Mfg etcRow9:
INITIALRow9:
ITEM NORow10:
SPECIFICATION SECTION PARA NODRAWING NORow10:
DESCRIPTION OF MATERIAL Include Type Model Number Catalog Number Mfg etcRow10:
INITIALRow10:
ITEM NORow11:
SPECIFICATION SECTION PARA NODRAWING NORow11:
DESCRIPTION OF MATERIAL Include Type Model Number Catalog Number Mfg etcRow11:
INITIALRow11:
DATE YYYYMMDD: 2018-02-01
TYPE OR PRINT NAME AND GRADE: Wayne Owens, PS
TO Base Civil Engineering Officer: 502 CE
RNLT:
DATE YYYYMMDD_2: 20180228
TYPE OR PRINT NAME AND GRADE_2: A1C Yeongsoo Jeon
TO AF Contracting Office: 7 CONS
DATE YYYYMMDD_3: 20180228
TYPE OR PRINT NAME AND GRADE_3: Patrick Rolan, GS-12
TO Contractor: FARR Builders LLC.
DATE YYYYMMDD_4: 20180228
TYPE OR PRINT NAME AND GRADE_4: Capt Hilary Ince
2018-02-28T15:22:15-0600
JEON.YEONGSOO.1538040130
2018-02-28T14:58:37-0600
ROLAN.PATRICK.M.1515150249
2018-02-28T16:11:22-0600
INCE.HILARY.RAE.1368173785
Text5:
Check Box6: Yes
Check Box7: Off
Check Box8: Yes
Check Box9: Yes
Check Box10: Off
Check Box11: Yes
Check Box12: Yes
Check Box13: Off
Check Box14: Yes
Check Box15: Yes
Check Box16: Off
Check Box17: Yes
Check Box18: Yes
Check Box19: Off
Check Box20: Yes
Check Box21: Yes
Check Box22: Off
Check Box23: Yes
Check Box24: Off
Check Box25: Off
Check Box26: Off
Check Box27: Off
Check Box28: Off
Check Box29: Off
Check Box30: Off
Check Box31: Off
Check Box32: Off
Check Box33: Off
Check Box34: Off
Check Box35: Off
Check Box36: Off
Check Box37: Off
Check Box38: Off
Check Box3: Yes
Check Box50: Off
Check Box4: Yes
Check Box5: Off
Check Box39: Yes
Check Box40: Off
COMMENTS Number to correspond with applicable Item Number on reverseRow1: The GC is still responsible for ensuring the accuracy of these shop drawings.

File details come from the government source that posted it. Updated .