ESBD_458422_1759266137582_RFB 25BCP10D - Animal Shelter Kennel Construction - Bid Document.pdf
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- Attached to
- Animal Shelter Kennel Construction
- Solicitation number
- RFB25BCP10D
- Issued by
- Bastrop County, Beaumont City, Texas
About this file
This is a Request for Bid (RFB) issued by Bastrop County, Texas for an Animal Shelter Kennel Construction project. The project involves constructing a new 100ft x 40ft pre-engineered metal building on the north side of the existing Kennel A at 589 Cool Water Dr, Bastrop, TX 78602. The RFB was released on October 1, 2025, with a pre-bid meeting scheduled for October 9, 2025, at 10:00 AM at the project site. Sealed bids are due by 2:00 PM (CST) on October 23, 2025, with an anticipated award date in November 2025. The project requires a turnkey construction contract that includes site preparation, foundation construction, erection of the pre-purchased metal building, mechanical/electrical/plumbing work, and interior finish-out with specific requirements for kennel fencing and coating systems.
The bid is to be submitted as a lump sum price, which will include all tasks outlined in Appendix A, including insurance and bonds. Bastrop County will evaluate bids based on price and may consider factors such as the bidder's experience, reputation, goods/services quality, impact on historically underutilized businesses, safety record, proposed personnel, and financial capability. A 5% bid bond is required, and the contractor must provide comprehensive insurance coverage, including workers' compensation, commercial general liability, and automobile liability. The project is subject to federal procurement standards and requires compliance with various state and local regulations, including provisions related to boycotts, lobbying, and recovered materials.
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Bastrop County - RFB 25BCP10D - Page 1
Bastrop County
REQUEST FOR BID
Bid Reference Number: RFB 25BCP10D
Project Title: Animal Shelter Kennel Construction
Bid Closing Date: 2 :00 P.M. (CST), October 23, 2025
Pre-Bid Meeting: 10:00 A.M. (CST), October 9, 2025
Bastrop County - RFB 25BCP10D - Page 2
Table of Contents...................................................................................................................................... Page 2
Request for Bids
(1) Introduction ...................................................................................................................................Page 3
(2) Definitions ...................................................................................................................................... Page 3
(3) General Information ............................................................................................................... ………...Page 4
(4) RFB Withdrawals and/or Amendments .......................................................................................... Page 6
(5) Bid Submittal Requirements ............................................................................................................Page 6
(6) Bid Evaluation and Contract Award ................................................................………………………………......Page 7
Appendix A – Scope of Services
(1) Project Title ................................................................................................................................... Page 9
(2) Scope of Services Contact ............................................................................................................. Page 9
(3) Bid Evaluation Factors ................................................................................................................... Page 9
(4) Key Events Schedule..........................................................................................................……………Page 9
(5) Scope of Services ........................................................................................................................... Page 9
(6) Bid Sheet….………………………………………………………………………………………………………………………………. Page 10
(7) Bid Specifications and Drawings……………………………………………………………………………………………….. Page 11
Appendix B – Bid
Bid Verification………………………………..……….........................................................................................Page 40
I Contract Award Information
(1) Term of Contract……………………………. …………………………………………………………..…………….................Page 41
(2) Federal, State and/or Local Identification Information ..................................................................Page 41
II Contract Terms and Conditions
(1) Standard Terms and Conditions…....................................................................................................Page 41
RFB Acknowledgement Form…………………………………………………………….......................................................Page 44
Appendix C – Conflict of Interest (Form CIQ)………………………………………..…………………………...................Page 45 Appendix D – Certificate of Interested Parties (Form 1295).….........................................…………………..Page 47 Appendix E – HB 89 Verification Form………………………….......................................................................Page 50 Appendix F – Bastrop County Section 3 Resolution…………………………………………..………………………………..Page 51 Appendix G – Anti-Lobbying Certification.……………..............................................................................Page 55 Appendix H – Contractor’s Certification of Recovered Material............................................................Page 58
Bastrop County - RFB 25BCP10D - Page 3
Bastrop County
Request for Bids
1. Introduction
A. Project Overview: Bastrop County is requesting Bids with the intent of awarding a contract for the purchase of goods and services contained in Appendix A – Scope of Services.
B. RFB Questions:
i. RFB Clarifications: A l l questions related to requirements, processes or scope of work for this RFB should be submitted in writing to the Purchasing Agent identified in section 2 below. The County is the final judge of the meaning of any word(s), sentences, paragraphs or other parts of the solicitation documents. Bidders are encouraged to seek clarification, before submitting a Bid, of any portion of the Bid documents that appears to be ambiguous, unclear, inconsistent, or otherwise in error. Clarifications will be in writing.
ii. Replies: Responses to inquiries, which directly affect an interpretation or effect a change to this RFB will be issued in writing by addendum and will be uploaded to the Bastrop County website (http://www.co.bastrop.tx.us/page/pur.Bids). All such addenda issued by County prior to the submittal deadline shall be considered part of the RFB. The County shall not be bound by any reply to an inquiry unless such reply is made by such a formal written addendum.
iii. Acknowledgement of Addenda: The Bidder must acknowledge all Addenda by signing and returning such document(s) or by initialing appropriate area of the Bid.
C. Notification of Errors or Omissions: Bidders shall promptly notify the County of any omissions, ambiguity, inconsistency or error that they may discover upon examination of this RFB. The County shall not be responsible for or liable for any errors and/or misrepresentation that result from the solicitations which are inadvertently incomplete, ambiguous, inconsistent or obviously erroneous.
D. Conflict of Interest Questionnaire (Form CIQ): A person or business, and their agents, who seek to contract or enter into an agreement with the County, are required by Texas Local Government Code, Chapter 176, to file a conflict-of-interest questionnaire (FORM CIQ) which is found in Appendix C.
E. Certificate of Interested Parties (1295 Form): A person or business, and their agents, who seek to contract or enter into an agreement with the County, are required by Texas Local Government Code Chapter 2252, Subtitle F, Title 10, Section 2252.908, to file a disclosure of interested parties with the Texas Ethics Commission (https://www.ethics.state.tx.us/whatsnew/elf_info_form1295.htm). A sample form and instruction sheet can be found in Appendix D.
F. House Bill 89 Verification Form: A person or business, and their agents, who seek to contract or enter into an agreement with the County, are required by Texas Local Government Code Chapter 2270 Section 1, Subtitle F, Title 10, Section 2270.001to submit a verification form to the County. This Chapter reads “Prohibition on Contracts with Companies Boycotting Israel”. This form is found in Appendix E.
G. Texas Senate Bill 13 (Sb 13): Energy Company Boycotts: If contractor is required to make a verification pursuant to section 2274.002 of the Texas Government Code, contractor verifies that it does not boycott energy companies and will not boycott energy companies during the term of the contract. If contractor does not make that verification, contractor must so indicate in its response and state why the certification is not required.
http://www.co.bastrop.tx.us/page/pur.bids https://www.ethics.state.tx.us/whatsnew/elf_info_form1295.htm
Bastrop County - RFB 25BCP10D - Page 4
H. Texas Senate Bill 19 (Sb 19): Firearm Entities And Trade Associations Discrimination: If contractor is required to make a verification pursuant to Section 2274.002 of the Texas Government Code, contractor verifies that it
(1) does not have a practice, policy, guidance, or directive that discriminates against a firearm entity or firearm trade association and (2) will not discriminate during the term of the contract against a firearm entity or firearm trade association. If contractor does not make that verification, contractor must so indicate in its Response and state why the verification is not required.
I. 2 CFR 200: In accordance with PART 200 of the UNIFORM ADMINISTRATIVE REQUIREMENTS, COST PRINCIPLES, AND AUDIT REQUIREMENTS FOR FEDERAL AWARDS, Bastrop County follows the procurement standards in the Code of Federal Regulations of 2 CFR 200.317 – 2CFR 200.327 and Appendix II to Part 200 for procurement actions to be funded with Federal funds.
2. Definitions
Bid: The signed and executed submittal of the entirety of Appendix B – Bid.
Bidder: The Bidder and the Bidder’s designated contact signing the first page of the Bid.
County of Bastrop (“County”): The County of Bastrop, Texas.
Bastrop County Purchasing Office: The Bastrop County Purchasing Office is located at 1041 Lovers Lane, Bastrop County 78602. PH: (512) 581-7110; Fax: (512) 581-4228.
Project: The name is identified on the cover sheet
Purchasing Agent: Bastrop County Purchasing Agent is Leon Scaife:
Phone: (512) 581-7110 E-Mail: leon.scaife@co.bastrop.tx.us
Request for Bids (RFB): The entirety of this document, including all Appendices and Addenda.
Scope of Services: The entirety of the attached specifications and drawings.
3. General Information
A. Tax Exempt Status: County purchases are exempt from State Sales Tax and Federal Excise Tax. Do not include tax in the Bid. County will furnish Excise Tax Exemption Certificate upon request.
B. Public Inspection of Bids: The County strictly adheres to the Texas Public Information Act (Texas Government
Code Chapter 552.001, et seq.) and all other governing statutes, regulations, and laws regarding the disclosure of RFB information. Bids are not available for public inspection until after the contract award. If the Bidder has notified the County, in writing, that the Bid contains trade secrets or confidential information, the County will generally take reasonable steps to prevent disclosure of such information, in accordance with the Public Information Act. This is a statement of general policy only, and in no event shall the County be liable for disclosure of such information by the County in response to a request, regardless of the County’s failure to take any such reasonable steps, even if the County is negligent in failing to do so.
C. Legal Relations and Responsibilities: Bidder shall maintain adequate records to justify all charges, expenses and costs incurred in performing the Services for a period of at least Five (5) years following the termination date of the contract. The County shall have full and complete access to all records, documents and information collected and/or maintained by Bidder in the course of the administration and performance of mailto:leon.scaife@co.bastrop.tx.us
Bastrop County - RFB 25BCP10D - Page 5 the Contract. This information shall be made accessible at Bidder’s local place of business in the County’s jurisdiction, for purposes of inspection, reproduction, and audit without restriction.
D. Application: These standard terms and conditions shall apply to all County of Bastrop (hereafter “County” or
“Owner”) solicitations and procurements, unless specifically accepted in the solicitation specifications.
E. Requirements: By submitting a Bid, the Bidder agrees to provide the County of Bastrop with the specified goods or services described in the solicitation in accordance with these standard terms and conditions, at the agreed upon Bid price and in compliance with the stated specifications and any subsequent addendums issued prior to the date of the Bid opening.
F. Legal Compliance: Bidder must comply with all Federal, State and Local laws, statutes, ordinances, regulations and standards in effect at the time of delivery of goods and services and must maintain any and all required licenses and certificates required under the same laws, statutes, ordinances, regulations and standards for services and/or goods provided in response to this solicitation. The Bidder certifies that he/she holds all licenses required by the State of Texas for a provider of the goods and/or services described by the Scope of Services herein.
G. Right to Refuse Bid: The County reserves the right to refuse any and/or all parts of any and or/all Bids and to waive formalities in the best interest of the County. Bastrop County does not discriminate on the basis of race, color, national origin, sex, religion, and age or disability status in employment, procurement or provisions of service.
H. Estimated Quantities: If the solicitation calls for unit pricing on specific items, the quantities described for each item are estimates only and not guaranteed amounts. The actual amount ordered over the contract period may be more or less than the estimate. Quantities represent the County’s best estimate, based on history and anticipated purchases.
I. Independent Contractor: Bidder agrees that Bidder and Bidder’s employees and agents have no employer-employee relationship with County. Bidder agrees that if Bidder is selected and awarded a contract, County shall not be responsible for the Federal Insurance Contribution Act (FICA) payments, Federal or State unemployment taxes, income tax withholding, Workers Compensation Insurance payments, or any other insurance payments, nor will County furnish any medical or retirement benefits or any paid vacation or sick leave.
J. Assignments: The rights and duties awarded the successful Bidder shall not be assigned to another without the written consent of the Bastrop County Purchasing Agent. Such consent shall not relieve the assigner of liability in the event of default by the assignee.
K. Liens: Bidder shall indemnify and save harmless the County against any and all liens and encumbrances for all labor, goods, and services which may be provided to the County by Bidder or Bidder’s vendor(s), and if the County requests, a proper release of all liens or satisfactory evidence of freedom from liens shall be delivered to the County.
L. Gratuities/Bribes: Bidder certifies that no bribes in the form of entertainment, gifts, or otherwise, were offered or given by the successful Bidder, or its agent or representative, to any County officer, employee or elected representative, with respect to this RFB or any contract with the County, and that if any such bribe is found to have been made this shall be grounds for voiding of the contract
M. Financial Participation: Bidder certifies that it has not received compensation from the County to participate in preparing the specifications or RFB on which the Bid is based and acknowledges that this contract may be
Bastrop County - RFB 25BCP10D - Page 6 terminated and/or payment withheld if this certification is inaccurate.
N. Responsiveness of Bids: The County desires to receive competitive Bids but will declare any Bids “non-responsive” if they fail to meet the significant requirements outlined in this solicitation document.
O. Discrepancies and Errors: The lump sum price of a Bid that has been opened may not be changed for the purpose of correcting an error in the Bid price.
P. Identical Bids: In the event two or more identical Bids are received, and are the lowest, responsible, and responsive, award will be made as prescribed in the Texas Local Government Code, Chapter 2.62.027(b).
Q. Withdrawal of Bids: Bidders may withdraw any submitted Bids prior to the Bid submission deadline. Bidders may not withdraw once the Bids have been publicly opened, without the approval of the County’s Purchasing Agent. Bidders will be allowed to withdraw Bids that contain substantial mathematical errors in extension.
However, once a Bid has been withdrawn, it can no longer be considered.
R. Disqualification of Bidder: The County may disqualify Bidders, and their Bids not be considered, for any of the following reasons: Collusion among Bidders; Bidder’s default on an existing or previous contract with the County, including failure to deliver goods and/or services of the quality and price Bid; Bidder’s lack of financial stability; any factor concerning the Bidder’s inability to provide the quantity, quality, and timeliness of services or goods specified in the solicitation; Bidder involved in a current or pending lawsuit with the County; Bidder’s attempt to influence the outcome of the solicitation through unauthorized contact with County officials outside of those listed in the solicitation documents; and Bidder’s attempt to offer gifts, gratuities, or bribes to any County employee or elected official in connection with a solicitation.
S. Waiver of Formalities: County reserves the right to reschedule, extend, or cancel this RFB at any time. County reserves the right to reject any or all responses, and to waive formalities or irregularities in connection with this RFB and may consider submissions not made in compliance with this request for Bids if it elects to do so, to the extent permitted by law, although the County will have no obligation for such consideration. The County reserves the right to waive any minor irregularities that do not materially affect the scope or pricing of submitted Bids.
T. Outstanding Liabilities: Bidders shall not have outstanding, unpaid liabilities owed to the County. Liabilities may include, but are not limited to, property taxes, hotel occupancy taxes, and license or permit fees. Bids will be considered non-responsive and not given further consideration if submitted by a Bidder with such outstanding liabilities.
U. Offset: The County may, at its option, offset any amounts due and payable under contract award under this solicitation against any debt lawfully due the County from a vendor, whether or not the amount due arises pursuant to the terms of the contract and whether or not the debt has been reduced to judgment by a court.
V. Solicitation Results: The County normally posts solicitation results online after Bids are received and approved in the Commissioner’s Court. The County’s website is www.co.bastrop.tx.us. Results are on the Purchasing Solicitation page, in the same place as the original solicitation documents. Posted results are for informational purposes only, not a notice of award.
W. Control of The Work: Bidder shall furnish all materials and perform the work in reasonably close conformity with the scope of work referenced in this request for Bid. Bidder must obtain written approval from Bastrop County before deviating from the scope of work provided in this request for Bids. Failure to promptly notify Bastrop County of any errors or concerns with the scope of work will constitute a waiver of all claims for misunderstandings or ambiguities that result from the errors, omissions, or discrepancies discovered.
http://www.co.bastrop.tx.us/
Bastrop County - RFB 25BCP10D - Page 7
X. Cost of Bid: The cost of submitting Bids shall be borne by the Bidder, and the County will not be liable for any costs incurred by a Bidder responding to this solicitation.
4. RFB Withdrawals and/or Amendments
A. RFB Withdrawal: The County reserves the right to withdraw this RFB for any reason.
B. RFB Amendments: The County reserves the right to amend any aspect of this RFB by formal written
Addendum prior to the Bid submittal deadline and will endeavor to notify all potential Bidders that have registered with the County, but failure to notify shall impose no obligation or liability on the County. All modifications and addendums must be in written form prepared by the County department issuing the solicitation. Bidder is responsible for incorporating any and all modifications and addendums into their Bids.
5. Bid Submittal Requirements
A. Submittal Packet – Required Content: Bidder shall submit one (1) signed original Bid. This submittal packet shall be submitted in a sealed envelope with the completed and signed forms and documents listed in Appendix B – Bid Verification (Page 39).
B. Submittal Deadline: The deadline for submittal of Bids is 2:00PM (CST) October 23, 2025. It is the Bidder’s responsibility to have the Bid correctly marked and hard copies delivered to the Bastrop County Purchasing Office. No extensions will be granted, and no late Bids will be accepted.
C. Bids Received Late: Bidders are encouraged to submit their Bids as soon as possible.
The time and date of receipt as recorded in the Bastrop County Purchasing Office shall be the official time of receipt. The County is not responsible for late delivery of mail or another carrier. Late Bids will not be considered under any circumstances.
D. Alterations or Withdrawals of Bid: Any submitted Bid may be withdrawn, or a revised Bid substituted if a written notice is submitted to the Bastrop County Purchasing Office prior to the submittal deadline. Any interlineations, alteration, erasure, or other amendment made before the submittal deadline, must be signed or initialed by the Bidder or the Bidder’s authorized agent, guaranteeing authenticity. Bids cannot be altered, amended, or withdrawn by the Bidder after the submittal deadline.
E. Bid Format: All Bids must be prepared in single-space type, on standard 8-1/2” x 11” vertically oriented pages, using one side of the paper only. Pages shall be numbered at the bottom. Entries shall be typed, or legibly written in ink. All Bids shall be mailed, or hand delivered to Bastrop County. Any other format (via telephone, fax, email, etc.) shall be rejected by the County.
F. Validity Period: Once the submittal deadline has passed, any Bid shall constitute an irrevocable Bid to provide the commodities and/or services set forth in the Scope of Services at the price(s) shown in the Bid on the terms set forth in the Bid, such Bid to be irrevocable until the earlier of the expiration of ninety
(90) days from the submittal deadline, or until a contract has been awarded by the County.
6. Bid Evaluation and Contract Award
A. Bid Evaluation and Contract Award Process: An award of a contract to provide the goods or services specified herein will be made using competitive sealed Bids, in accordance with Chapter 262 of the Texas Local Government Code; Chapter 2269 of the Texas Government Code and with the County’s purchasing policy. All Bids should be based on a lump sum price (Cost to complete all tasks listed within Appendix A to include all necessary bonds and insurance). Bastrop County will score all eligible respondents based on their proposed price. The contract will be given to the lowest/best value/most responsive Bidder that complies with all requests for Bid items and requirements set forth by Bastrop County in this RFB, to include bonds, insurance
Bastrop County - RFB 25BCP10D - Page 8 requirements and Bastrop County may consider: 1) price: 2) the offeror’s experience and reputation: 3) the quality of the offeror’s goods and/or services: 4) the impact on the ability of the Governmental entity to comply with rules relating to historically underutilized businesses: 5) the offeror’s safety record: 6) the offeror’s proposed personnel: 7) whether the offeror’s financial capability is appropriate to the size and scope of the project. The selected Bidder must NOT be debarred from any federal and/or state agency and Bastrop County will conduct a review of the Bidder’s status on SAM.Gov. The Bastrop County Commissioners’ Court will make the final selection and award. The County has the right to reject any and/or all Responses.
B. Completeness: If the Bid is incomplete or otherwise fails to conform to the requirements of the RFB, County alone will determine whether the variance is so significant as to render the Bid non-responsive, or whether the variance may be cured by the Bidder or waived by the County, such that the Bid may be considered for award.
C. Ambiguity: Any ambiguity in the Bid as a result of omission, error, lack of clarity or non- compliance by the
Bidder with specifications, instructions and all conditions shall be construed in the favor of the County. In the event of a conflict between these standard RFB requirements and details provided in Appendix A – Scope of Services or Appendix B – Bid, the Appendices shall prevail.
D. Controlling Document: In the case of a discrepancy between this solicitation and the formal contract, the formal contract will prevail and control.
E. Firm Prices: Unless otherwise stated in the specifications, Bidder’s prices remain firm for 90 days from date of
Bid opening and, upon award, remain in effect for the contract period specified in the solicitation. If formal award has not occurred within 90 days of Bid opening, the Contractor and the County may mutually agree to extend the firm price period.
F. Additional Information: County may request any other information necessary to determine Bidder’s ability to meet the minimum standards required by this RFB.
G. Debarment: The selected Bidder must NOT be debarred from any federal and/or state agency and Bastrop
County will conduct a review of the Bidder’s status on SAM.Gov. The Bastrop County Commissioners’ Court will make the final selection and award. The County has the right to reject any and/or all Responses.
**THE REMAINDER OF THIS PAGE LEFT BLANK INTENTIONALLY**
Bastrop County - RFB 25BCP10D - Page 9
Appendix A – Scope of Services
1. Project Title: Animal Shelter Kennel Construction
2. Scope of Services Contact:
Questions about the technical nature of the Scope of Services, etc. may be directed to Bastrop County Purchasing Agent, Leon Scaife through e-mail at leon.scaife@co.bastrop.tx.us
3. Bid Evaluation Factors:
Bid Price Factor
Lump Sum Cost to complete all work within Appendix A (to include the cost of insurance and bonds)
4. Key Events Schedule:
Bid Release Date October 1, 2025 Pre-Bid Meeting 10 AM October 9, 2025 Deadline for Submittal of Written Questions 5 PM, October 17, 2025 Sealed Bids Due to and Opened by County 2PM, October 23, 2025
Anticipated Award Date November 2025
5. Scope of Services:
Bastrop County is seeking to enter into a construction contract with a competent contractor with experience in delivering turnkey construction projects. Bastrop County has purchased and is in possession of a 100ft x 40ft pre-engineered metal building that will be constructed on the North side of the existing Kennel A at 589 Cool Water Dr, Bastrop, TX 78602. The following tasks are required for this turnkey project:
• Foundation and Concrete Flatwork:
CONTRACTOR shall complete site preparation, placement of fill, and foundation construction in accordance with the attached foundation plan that was provided by BEFCO Engineering.
• Prefabricated Metal Building:
CONTRACTOR shall provide all labor and equipment to erect the pre-engineered metal building (PEMB) per the PEMB Structural Construction Documents that are attached. The building has been purchased by Bastrop County and is on site, including exterior doors, gutters and downspouts.
• Mechanical, Electrical and Plumbing:
CONTRACTOR shall provide all labor equipment and materials required to complete all tasks listed in the drawings for Mechanical, Electrical and Plumbing.
• Architectural/Finish-out:
CONTRACTOR shall provide all labor, equipment and materials required to complete all tasks listed for the interior finish out as called out in the attached drawings and specifications. CONTRACTOR shall provide floor and CMU coating system to enhance the quality and durability of the concrete floors and CMU walls.
Coating systems should be able to withstand daily cleaning with harsh chemical agents to remove urine and fecal contaminants as well as microbial growth and bacteria from concrete. For kennel fencing and gates, CONTRACTOR shall use 9-gauge galvanized chain link with a 2-inch mesh pattern to effectively contain animals and prevent escape. CONTRACTOR shall use heavy-grade, 1-3/8-inch O.D. galvanized framework with a .080 wall thickness. The fence must be robust enough to withstand animals leaning or roughhousing against it and should not have sharp edges or points that could cause injury. All kennels shall have a chain link top installed in order to form an enclosed area.
Bastrop County will host a pre-bid meeting at the project site (589 Cool Water Dr, Bastrop, TX 78602) on October 9, 2025. This meeting will start at 10:00AM and will provide all interested contractors with the opportunity to view the site and ask any clarifying questions concerning this project. This meeting is NOT mandatory.
mailto:leon.scaife@co.bastrop.tx.us
BID SHEET
RFB 25BCP10D - ANIMAL SHELTER KENNEL CONSTRUCTION
Having examined the bid requirements and complete project specifications for this request for bids, we, the undersigned, hereby offer to enter into a contract to perform the work for the lump sum total of:
$ ( Dollars Cents)
The below total cost for tasks will be used to base milestone payments made on percentage of completion of the total project (Total Lump Sum).
Site, Foundation and Concrete Flatwork Total Cost: $
Erection of Pre-Engineered Metal Building Total Cost: $
Mechaincal/Electrical/Plumbing Total Cost: $
Interior Finish Out (CMU, Etc.) Total Cost: $
We, the undersigned, have included the required bid bond in the amount of $________________________, which is 5% of the above stated Lump Sum Total.
We, the undersigned, guarantee the satisfactory completion of this project within _________________calendar days, from the date that a Notice-To-Proceed letter is issued.
Bidder-Print Full Name of Firm: Authorized Signing Officer Signature: Date:
-9
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BEFCO ENGINEERING, INC.
AUGUST 2025
BEFCO JOB NO. 25-9257
BEFCO ENGINEERING, INC.
COUNTY COMMISSIONERS
BASTROP COUNTY
ANIMAL SHELTER KENNEL CONSTRUCTION
BUTCH CARMACK, PRECINCT 1 CLARA BECKETT, PRECINCT 2
MARK MEUTH, PRECINCT 3 DAVID GLASS, PRECINCT 4
COUNTY JUDGE
GREGORY KLAUS
Sheet List Table Sheet Number Sheet Title
- Cover
C1 Aerial Site Plan C2 Foundation Grading Plan
A-1.0 Floor Plan & Notes A-1.1 Ext Elevations
S1 Foundation Plan
S3 Foundation Details 2 S2 Foundation Details 1
L I C E N S E D
The seal appearing on this document was authorized by Chad Emmel, P.E. 103495 on August 19, 2025. Alteration of a sealed document without proper notification to the responsible engineer is an offense under the Texas
Engineering Practice Act.
Texas Registered Engineering Firm
F-2011
AutoCAD SHX Text S:\_PROJECTS\BASTROP COUNTY\25-9257 ANIMAL SHELTER FOUNDATION\DWG\ANIMAL SHELTER GRADING.DWG
AutoCAD SHX Text LaGrange, Texas 78945
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(979) 968-6474 TBPE F-2011
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CHAD EMMEL
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6" PVC TWO-WAY SEWER
CLEANOUTS SHALL BE
LOCATED A MAX OF EVERY 75'
6" SCH 40
@ 0.50%
36" WIDE SIDEWALK TO CONNECT
TO EXISTING KENNEL; MAX 5%
SLOPE IN DIRECTION OF TRAVEL &
2% CROSS SLOPE; ADA ROUTE IS
REQUIRED TO EXISTING PARKING
EXISTING
KENNEL
C O
O L
W
AT
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D
R
IV
E
APPROX. LOCATION OF
PROPOSED KENNEL;
VERIFY LOCATION WITH
BASTROP COUNTY
LINE TO CONNECT TO CORIX SEWER MAIN WITHIN
THE ROW OF COOL WATER DR. CONTRACTOR
SHALL VERIFY DEPTH OF EXISTING MAIN PRIOR
TO PREPARING FOUNDATION PAD AND
ESTABLISHING A FINISHED FLOOR
CONTRACTOR SHALL BE RESPONSIBLE FOR
ENSURING PROPER DRAINAGE & GRADING OF
AREA AROUND PROPOSED KENNEL LOCATION.
FINISHED FLOOR SHALL BE A MINIMUM OF 6"
ABOVE THE HIGHEST ADJACENT NATURAL
GROUND GRADE ELEVATION.
L
I C E N S E D
The seal appearing on this document was authorized by Chad Emmel, P.E. 103495 on August 19, 2025. Alteration of a sealed document without proper notification to the responsible engineer is an offense under the Texas
Engineering Practice Act.
Texas Registered Engineering Firm
F-2011
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SHEET
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DATE ISSUED:
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SHEET TITLE
AutoCAD SHX Text LaGrange, Texas 78945
AutoCAD SHX Text P. O. Box 615
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(979) 968-6474 TBPE F-2011
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FIELD BOOK NO.
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AutoCAD SHX Text 25-9257
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CE
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CE
AutoCAD SHX Text 8/19/25
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AERIAL
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SITE
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PLAN
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589 COOL WATER DRIVE, BASTROP, TX 78602
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ANIMAL SHELTER EXPANSION
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BASTROP COUNTY
AutoCAD SHX Text S:\_Projects\BASTROP COUNTY\25-9257 Animal Shelter Foundation\DWG\SITE AERIAL
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SCALE: 1"=20'
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MAGNETIC
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CHAD EMMEL
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100.00
99.83
FL 99.58
99.83
100.00
100.00
100.00
99.83
FL 99.58
99.83
99.83
FL 99.58
99.83
100.00
100.00
99.83
FL 99.58
99.83
100.00100.00
99.90
100.00
100.00
100.00100.00
99.90
FL 99.21 FL 99.58FL 99.58 FL 99.21
FL 99.21 FL 99.58FL 99.58 FL 99.21
START TRENCH
DRAINS
START TRENCH
DRAINS
START TRENCH
DRAINS
START TRENCH
DRAINS
100.00
FL 99.62
99.87
100.00
START TRENCH
DRAINS
START TRENCH
DRAINS
START TRENCH
DRAINS
START TRENCH
DRAINS
100.00
100.00
100.00
100.00
SLOPE TO
FLOOR DRAIN
SLOPE TO
FLOOR DRAIN
SLOPE TO
FLOOR DRAIN
100.00
SLOPE TO
FLOOR DRAIN
FL 99.46
99.87
99.87
100.00
99.92 99.42
100.00
99.92 99.67
6" SCH 40
@ 0.50%
4" CLEANOUT
4" CLEANOUT
6" CLEANOUT
6" PVC TWO-WAY SEWER CLEANOUT
SHALL BE LOCATED AT POINTS OF
DEFLECTION AND A MAX OF EVERY
75' ALONG STRAIGHT RUNS
START TRENCH
DRAIN
4" CLEANOUT
4" SCH 40
@ 1.0%
6" SCH 40
@ 0.50%
6" SCH 40
@ 0.50%4" SCH 40
@ 1.0%
6" SCH 40
@ 0.50%
4" CLEANOUT
100.00
99.83
99.83
100.00
99.83
99.83
100.00
99.83
99.83
100.00
99.83
99.83
100.00
99.83
99.83
100.00
99.83
99.83
B E
FC
O
E N
G
IN
E E
R
IN
G
IN
C
C2
LINE TO CONNECT TO CORIX SEWER MAIN WITHIN
THE ROW OF COOL WATER DR. CONTRACTOR
SHALL VERIFY DEPTH OF EXISTING MAIN PRIOR
TO PREPARING FOUNDATION PAD AND
ESTABLISHING A FINISHED FLOOR
36" WIDE SIDEWALK TO CONNECT
TO EXISTING KENNEL; MAX 5%
SLOPE IN DIRECTION OF TRAVEL &
2% CROSS SLOPE; ADA ROUTE IS
REQUIRED TO EXISTING PARKING
CONTRACTOR SHALL BE RESPONSIBLE FOR
ENSURING PROPER DRAINAGE & GRADING OF
AREA AROUND PROPOSED KENNEL LOCATION.
FINISHED FLOOR SHALL BE A MINIMUM OF 6"
ABOVE THE HIGHEST ADJACENT NATURAL
GROUND GRADE ELEVATION.
REFERENCE "GENERAL
PLUMBING NOTES" ON
SHEET A-1.0
L I C E N S E D
The seal appearing on this document was authorized by Chad Emmel, P.E. 103495 on August 19, 2025. Alteration of a sealed document without proper notification to the responsible engineer is an offense under the Texas
Engineering Practice Act.
Texas Registered Engineering Firm
F-2011
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DS
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FD
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FD
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PEMB COLUMNS, PNT FIN
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DS
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DS
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DS
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DS
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DS
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8'X8' OVERHEAD DOOR
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METAL PANELS, PROVIDE 1.5"X1.5" PANEL LUG IN SLAB
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FLOOR DRAINS, TYP
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6' H CHAINLINK FENCE
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6' H CHAINLINK FENCE
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TRENCH DRAIN
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TRENCH DRAIN
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TRENCH DRAIN
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GUTTER & DWNSPTS PART OF PEMB PACKAGE
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SINK
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SHELF
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SINK
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36" GATE, TYP
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SINK
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SHELF
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GRADE BREAK
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GRADE BREAK
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GRADE BREAK
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GRADE BREAK
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GRADE BREAK (TYP.)
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DATE ISSUED:
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SHEET TITLE
AutoCAD SHX Text LaGrange, Texas 78945
AutoCAD SHX Text P. O. Box 615
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(979) 968-6474 TBPE F-2011
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FIELD BOOK NO.
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CE
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FOUNDATION
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GRADING
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PLAN
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589 COOL WATER DRIVE, BASTROP, TX 78602
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ANIMAL SHELTER EXPANSION
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BASTROP COUNTY
AutoCAD SHX Text S:\_Projects\BASTROP COUNTY\25-9257 Animal Shelter Foundation\DWG\Animal Shelter Grading
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AutoCAD SHX Text NEW KENNEL TO BE SIMILAR TO THE EXISTING KENNELS, COORD W/ THE OWNER ON CONSTRUCTION DETAILS & SPECIAL COMPONENTS
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CHAD EMMEL
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September 7, 2025
Bastrop County Animal Shelter 589 Cool Water Dr
Bastrop, Texas Foundation Plan
Structural Engineer:
Christopher J. Korinek, P.E., LLC TBPE Firm Registration: F-12449 5606 N. Navarro, Suite 300R Victoria, TX 77904
GEOTECHNICAL NOTES:
1. GEOTECHNICAL STUDY PREPARED BY TSI LABORATORIES, INC, (G-251116), DATED MAY 19, 2025, SHALL BE USED
FOR SITE PREPARATION, PLACEMENT OF FILL, AND FOUNDATION CONSTRUCTION.
2. BUILDING PAD PREPARATION: MIMIMUM OF 2 FEET OF SELECT STRUCTURAL FILL COMPACTED TO
95% OF STANDARD PROCTOR IN ACCORDANCE WITH D698. A MINIMUM OF 5 FEET BEYOND THE EDGE OF THE SLAB AREA.
COMPACTION TESTING IS REQUIRED.
3. CONSTRUCTION AREAS SHALL BE STRIPPED OF VEGETATION AND ROOT STRUCTURES, AND THE EXPOSED SUBGRADE SHALL BE PROOF ROLLED WITH APPROPRIATE CONSTRUCTION EQUIPMENT WEIGHING AT LEAST 20 TONS. IF WEAK OR SOFT AREAS ARE OBSERVED DURING PROOF ROLLING OPERATIONS, THE SOIL IN THE SUBJECT AREA SHALL BE REMOVED TO EXPOSE COMPETENT SUBGRADE SOILS IN BOTH HORIZONTAL AND VERTICAL LIMITS. SUBGRADE AREAS SHALL BE MOISTURE ADJUSTED TO WITHIN 2% OF THE OPTIMUM MOISTURE CONTENT. THE MOISTURE CONDITIONED SUBGRADE SHALL THEN BE COMPACTED TO AT LEAST 95% OF MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D698.
4. SELECT FILL SHALL CONSIST OF LEAN CLAY OR SANDY LEAN CLAY, FREE OF ROOTS, ORGANICS, AND DELETERIOUS MATERIALS.
SELECT FILL SHALL HAVE AT LEAST 50% PASSING THE NO. 200 SIEVE AND HAVE A PI BETWEEN 8 AND 15. REPRESENTATIVE SAMPLES OF THE FILL MATERIALS SHALL BE TESTED TO CONFIRM THEIR MATERIAL CHARACTERISTICS PRIOR TO FILLING OPERATIONS.
5. STRUCTURAL FILL SHOULD BE PLACED ON PREPARED SURFACES IN LIFTS NOT TO EXCEED 8 INCHES LOOSE MEASURE, WITH COMPACTED THICKNESS NOT TO EXCEED 6 INCHES. ALL STRUCTURAL FILL SHOULD BE MOISTURE CONDITIONED TO BETWEEN 1% AND 3% OF OPTIMUM MOISTURE CONTENT, AND THEN COMPACTED TO AT LEAST 95% OF MAXIMUM DRY DENSITY DETERMINED IN
ACCORDANCE WITH ASTM D698.
6. ELEVATION OF GROUND SURFACE ADJACENT TO THE FOUNDATION SHOULD BE A MINIMUM OF AT LEAST 6 INCHES
BELOW FINISHED FLOOR.
7. COMPACTION TESTING IS REQUIRED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT RECOMMENDATIONS.
8. CONCRETE TESTING IS REQUIRED IN ACCORDANCE WITH ACI SPECIFICATIONS.
9. CONTRACTION JOINTS TO PREVENT CRACKING ARE RECOMMENDED IN ACCORDANCE WITH ACI SPECIFICATIONS.
10. THE SLOPE OF THE GROUND SURFACE AWAY FROM THE STRUCTURE SHOULD BE A MINIMUM OF 5% FOR A DISTANCE OF 10 FEET.
11. A GEOTECHNICAL FIRM SHALL BE RETAINED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT TO PROVIDE
SOIL TESTING DURING GRADING AND CONSTRUCTION ACTIVITIES. THIS IS TO OBSERVE COMPLIANCE WITH THE PLAN SPECIFICATIONS, GEOTECHNICAL RECOMMENDATIONS, AND TO ALLOW DESIGN CHANGES IF SUBSURFACE CONDITIONS DIFFER FROM THOSE
ANTICIPATED BEFORE CONSTRUCTION.
CONCRETE NOTES:
1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH
THE ACI STANDARD "BUILDING CODE REQUIREMENTS FOR REINFORCED
CONCRETE", LATEST EDITION.
2. A 10 MIL VAPOR BARRIER IS REQUIRED UNDER THE FOUNDATION
IN ACCORDANCE WITH ACI SPECIFICATIONS.
3. REBAR CLEARANCE SHALL BE 3" CLEAR UNLESS OTHERWISE NOTED.
4. 5. ALL CONCRETE SHALL HAVE A 4000 PSI COMPRESSIVE STRENGTH IN 28 DAYS.
6. ALL REINFORCING STEEL SHALL BE LAPPED 50 BAR DIAMETERS UNLESS OTHERWISE NOTED.
7. ALL REINFORCING BARS SHALL BE ASTM A-615, GRADE 60.
8. ALL BENDING OF REINFORCING STEEL SHALL BE COLD BENT.
9. ALL EXPOSED EXTERIOR CONCRETE EDGES SHALL BE CHAMFERED 3/4 INCHES BY 45 DEGREES.
10. ALL EMBEDMENTS SHALL BE IN PLACE PRIOR TO PLACEMENT OF CONCRETE.
11. ALL STEEL CONCRETE EMBEDMENTS SHALL BE HOT DIP GALVANIZED AFTER FABRICATION.
12. CONCRETE SHALL BE CURED FOR A MINIMUM OF 7 DAYS IN ACCORDANCE WITH ACI 302.
13. ALL REINFORCING BARS SHALL BE SECURELY HELD IN PLACE WHILE PLACING CONCRETE.
IF REQUIRED, ADDITIONAL BARS, CHAIRS, OR STIRRUPS SHALL BE PROVIDED TO SUPPORT
ALL BARS.
14. ALL BENDS AND HOOKS SHALL BE AS DETAILED IN THE MANUAL OF STANDARD PRACTICE FOR
DETAILING REINFORCED CONCRETE, LATEST EDITION.
15. CONCRETE SHALL BE TESTED IN ACCORDANCE WITH ACI SPECIFICATIONS.
16. CONTRACTION JOINTS ARE RECOMMENDED TO REDUCE CRACKING IN ACCORDANCE WITH
ACI SPECIFICATIONS.
17. PIPES THAT PENETRATE THE GRADE BEAMS SHALL BE LOCATED AT THE CENTER
OF THE GRADE BEAM VERTICALLY AND SHALL BE SLEEVED.
18. CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH THE BUILDING DRAWINGS .
IF ANY DESCREPANCIES EXIST, CONTACT OWNER.
19. CONTRACTOR SHALL VERIFY ALL PLACEMENT, DIMENSIONS, AND LOCATION OF ALL EMBEDDED
ITEMS AS REQUIRED BY ALL TRADES BEFORE CONCRETE IS PLACED.
20. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BY MEASUREMENTS AT THE JOB SITE AND SHALL
TAKE ANY AND ALL MEASUREMENTS NECESSARY TO VERIFY THE DRAWINGS AND TO PERFORM HIS/HER
WORK PROPERLY.
21. THE CONTRACTOR SHALL BEAR THE TOTAL RESPONSIBILITY FOR THE SAFETY OF THE EXISTING
ADJOINING STRUCTURES AND FOR ANY METHODS REQUIRED TO ENSURE THAT SAFETY.
The seal appearing on this document was authorized by Christopher J. Korinek, P.E. (104683) on September 7, 2025.
Alteration of a sealed document without proper notification to the engineer of record is an offense under the Texas Engineering Practice Act.
28'-4"
TRENCH DRAIN
TRENCH DRAIN
TRENCH DRAIN
TRENCH DRAIN
TRENCH DRAIN
TRENCH DRAIN
TRENCH DRAIN
3'-6 x 3'-6" SPREAD FOOTING
(10 REQUIRED)
B
B
(TYP.)AA
(TYP.)
FOUNDATION PLAN
NOTE: ALL GRADE BEAMS ARE 1'-0" WIDE UNLESS OTHERWISE NOTED.
VERIFY ALL DIMENSIONS WITH METAL BUILDING DRAWINGS. IF A DISCREPANCY IS FOUND,
NOTIFY ENGINEER IMMEDIATELY.
REFERENCE FOUNDATION GRADING PLAN FOR ALL TRENCH AND CMU WALL LOCATIONS,
SLOPE, OFFSETS, AND ELEVATIONS.
NOT TO SCALE
8" CMU WALL
FULL HEIGHT
CMU WALL OPENINGS
COORDINATE SIZE AND LOCATION
WITH OWNER
28'-8" 14'-9 1/2"
100'-3"
28'-5 1/2"
/2
28'-5 1/2" 28'-4" 28'-8" 14'-9 1/2"
100'-3"
/2
/2
4"
4"
D
D
(TYP.)
11'-0 3/4"
10'-8 3/4"
10'-8 3/4"
/2
C
C
(TYP.)
C
C
(TYP.)
14'-2" 14'-2" 14'-4" 14'-4"
CMU WALL OPENINGS
COORDINATE SIZE AND LOCATION
WITH OWNER
48" H CMU WALL 48" H CMU WALL
/2
5'-2 3/4" 30'-0" 4'-0" 30'-0"
8" CMU WALL
FULL HEIGHT
8" CMU WALL
FULL HEIGHT
8" CMU WALL
FULL HEIGHT
/2
8" CMU WALL
80" HIGH
8" CMU WALL
80" HIGH
FOUNDATION DESIGN IS BASED ON METAL BUILDING DRAWINGS
ISSUED BY MUELLER, INC., SIGNED AND SEALED ON MAY 7, 2025.
GRADE
1'-0"
3" CLR
6 - #5 REBAR CONTINUOUS
2-TOP, 2-MID, AND 2-BOTTOM
#3 TIES @ 18" O.C.
3" CLR
10 MIL VAPOR BARRIER
1'-0" WIDE EXTERIOR GRADE BEAM
MINIMUM OF 2 FEET OF STRUCTURAL FILL COMPACTED TO
95% OF STANDARD PROCTOR IN ACCORDANCE WITH ASTM D698.
COMPACTION TESTING IS REQUIRED.
#3 REBAR @ 12" O.C.
EACH WAY
NOT TO SCALE
LEDGE AS REQUIRED
6 - #5 REBAR CONTINUOUS
2-TOP, 2-MID, AND 2-BOTTOM
#3 REBAR @ 12" O.C.
EACH WAY
10 MIL VAPOR BARRIER
1'-0"
3" CLR
3" CLR
#3 TIES @ 18" O.C.
MINIMUM OF 2 FEET OF STRUCTURAL FILL COMPACTED TO
95% OF STANDARD PROCTOR IN ACCORDANCE WITH ASTM D698.
COMPACTION TESTING IS REQUIRED.
1'-0" WIDE INTERIOR GRADE BEAM
NOT TO SCALE
DRAIN OR SLAB OPENING
#3 x 4'-0" TOP REBAR
2" CLEAR FROM TOP OF SLAB
3"M
IN
1'-0"
MAXIMUM
SLAB OPENING
REINFORCEMENT DETAILS
NOT TO SCALE
Bastrop County Animal Shelter 589 Cool Water Dr
Bastrop, Texas Foundation Details 1
3/4" DIA. GRADE F1554
ANCHOR BOLT
(A36)
E M
B E
D M
E N
T
P R
O J.
3/4" DIA. HEAVY HEX NUT
W/ STD FLAT WASHER
3/4" DIA. HEAVY HEX NUT
W/ STD FLAT WASHER
3/4" DIA. ANCHOR BOLT DETAIL
NOT TO SCALE
TACK WELD
5/8" DIA. GRADE F1554
ANCHOR BOLT
(A36)
E M
B E
D M
E N
T
P R
O J.
5/8" DIA. HEAVY HEX NUT
W/ STD FLAT WASHER
5/8" DIA. HEAVY HEX NUT
W/ STD FLAT WASHER
5/8" DIA. ANCHOR BOLT DETAIL
NOT TO SCALE
TACK WELD
Structural Engineer:
Christopher J. Korinek, P.E., LLC TBPE Firm Registration: F-12449 5606 N. Navarro, Suite 300R Victoria, TX 77904
8" CMU WALL DETAIL
NOT TO SCALE
PROVIDE CONT. BOND
BEAM @ TOP OF WALL
W/ 2 - #5 REBAR CONT.
V A
R
IE
S
8" CMU WALL
WITH FULLY GROUTED CELLS
#5 REBAR @ 24" O.C.
#5 DOWELS @ 24" O.C.
36" LONG
EMBED 12" INTO SLAB
(OR EPOXY WITH HILTI RE-500 V3 EPOXY)
TYP. JOINT REINFORCEMENT
#9 GA. TRUSS-TYPE @ 16" O.C.
LAP 16" SPLICES
#5 HORIZONTAL REBAR
@ 16" O.C. MAXIMUM
September 7, 2025
The seal appearing on this document was authorized by Christopher J. Korinek, P.E. (104683) on September 7, 2025.
Alteration of a sealed document without proper notification to the engineer of record is an offense under the Texas Engineering Practice Act.
PROVIDE #5 CORNER BARS,
TOP, MID, AND BOTTOM,
AT ALL GRADE BEAM DEAD END
INTERSECTIONS AND CORNERS
CORNER BAR DETAIL
2'-6"
2'-6"
NOT TO SCALE
GRADE
3" CLR
3 - #5 REBAR
EQUALLY SPACED
GRADE BEAM REBAR
#3 REBAR @ 12" O.C.
EACH WAY
W/ STANDARD HOOK
3" CLR
SECTION B-B
FOOTING DETAIL 2
SEE PLAN
MINIMUM OF 2 FEET OF STRUCTURAL FILL COMPACTED TO
95% OF STANDARD PROCTOR IN ACCORDANCE WITH ASTM D698.
COMPACTION TESTING IS REQUIRED.
10 MIL VAPOR BARRIER
NOT TO SCALE
LEDGE AS REQUIRED
Bastrop County Animal Shelter 589 Cool Water Dr
Bastrop, Texas Foundation Details 2
4 - #5 REBAR
EQUALLY SPACED
#3 REBAR @ 12" O.C.
EACH WAY
10 MIL VAPOR BARRIER
MINIMUM OF 2 FEET OF STRUCTURAL FILL COMPACTED TO
95% OF STANDARD PROCTOR IN ACCORDANCE WITH ASTM D698.
COMPACTION TESTING IS REQUIRED.
SECTION A-A
FOOTING DETAIL 1
NOT TO SCALE
GRADE BEAM REBAR
SEE PLAN
SECTION D-D
TRENCH DETAIL 2
4 - #5 REBAR CONTINUOUS
2-TOP, 2-BOTTOM
10 MIL VAPOR BARRIER
1'-0"
3" CLR
3" CLR
#3 TIES @ 18" O.C.
MINIMUM OF 2 FEET OF STRUCTURAL FILL COMPACTED TO
95% OF STANDARD PROCTOR IN ACCORDANCE WITH ASTM D698.
COMPACTION TESTING IS REQUIRED.
NOT TO SCALE
#3 REBAR @ 12" O.C.
EACH WAY
FORM TRENCH WITH 6" DIA. PVC
(VERIFY WITH OWNER)
FORM TRENCH WITH 6" DIA. PVC
(VERIFY WITH OWNER)
FORM TRENCH WITH 6" DIA. PVC
(VERIFY WITH OWNER)
CMU WALL
6 - #5 REBAR CONTINUOUS
3-TOP AND 3-BOTTOM
#3 SLAB REBAR @ 12" O.C. MAX.
EACH WAY
#3 TIES @ 18" O.C. MAX.
SECTION C-C
TRENCH DETAIL 1
NOT TO SCALE
2'-4"
Structural Engineer:
Christopher J. Korinek, P.E., LLC TBPE Firm Registration: F-12449 5606 N. Navarro, Suite 300R Victoria, TX 77904
4" CMU WALL DETAIL
NOT TO SCALE
PROVIDE CONT. BOND
BEAM @ TOP OF WALL
W/ 2 - #4 CONT.
#4 REBAR @ 24" O.C.
EMBED 12" INTO SLAB AS SHOWN
(OR EPOXY WITH HILTI RE-500 V3 EPOXY)
4" CMU WALL
WITH FULLY GROUTED CELLS
TYP. JOINT REINFORCEMENT
#9 GA. TRUSS-TYPE @ 16" O.C.
LAP 16" SPLICES
V A
R
IE
S
#4 HORIZONTAL REBAR
@ 16" O.C. MAXIMUM
September 7, 2025
The seal appearing on this document was authorized by Christopher J. Korinek, P.E. (104683) on September 7, 2025.
Alteration of a sealed document without proper notification to the engineer of record is an offense under the Texas Engineering Practice Act.
Te kl a St ru ct ur es
ERECTION DETAILS
04/24/20250 For Construction
REV DESCRIPTIONDATE
unfavorable weather conditions may lead to damaged material, injury, or even the collapse of the partially assembled structure.
WARNING
Mueller strongly advises against attempting to assemble structure during high winds or other inclement weather. The building system will not support its engineered design loads until fully and properly assembled and sheeted. Until fully assembled, temporary bracing should always be used and all flange bracing should be installed as each individual frame is erected. Attempted assembly during
T101
(psf)GROUND SNOW LOAD:
RISK CATEGORY: WIND LOAD: MPH
LIVE LOAD REDUCED PER CODE?
LIVE LOAD (ROOF): (psf)
DEAD LOAD: METAL BLDG STRUCTURE ONLY AS FURNISHED BY MUELLER, INC.
20.0
YES
110.0
5.0
II - Normal
PRODUCT CERTIFICATIONS
THIS IS TO CERTIFY THE ABOVE REFERENCED BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH A.I.S.C. AND
A.I.S.I. DESIGN PROCEDURES AND GOOD ENGINEERING PRACTICE AND FOR THE FOLLOWING LOADS. ALL WELDING IS PER THE A.W.S. D1.1 & D1.3 CODES. LOADS ARE APPLIED IN ACCORDANCE WITH THE M.B.M.A. LOW RISE BUILDING
SYSTEMS MANUAL, AND THE DESIGN SATISFIES THE REQUIREMENTS OF IBC'21
WIND EXPOSURE: C
MPH85.2
=V
V =
Pf 5.0=
I S 1.0=
ANALYSIS PROCEDURE:
SITE CLASS:
SEISMIC LOADS
S D
SEISMIC DESIGN CATEGORY: B
1 =
=SDS
=SD1
SS =
I e = 1.0
0.058 0.061
0.034 0.054
C e 1.0=
Equivalent Lateral Force Method
ROOF SNOW LOAD (Flat): (psf)
Pg =
ULT
ASD
DEFLECTION LIMIT TABLE
110EW Column L / 180EW Rafter (Live) L / 180EW Rafter (Wind) L /
90Wall Girt L / 150Roof Purlin (Live) L / 150Roof Purlin (Wind) L /
60Rigid Frame (Horiz) H / 180Rigid Frame (Vert) L /
60Wind Framing H /
JOBSITE ADDRESS
REV.
7099654
589 Cool Water Dr Bastrop, TX 78602
0C1
SALESMAN:
Wesley Carter
DETAILER: CHECKER:
SCALE
DRAWING DESCRIPTION:
DWG #JOB #DATE:
04/24/2025
COVERSHEET
Bastrop County Animal Services
LPH MJJ
M
(800) 527-1087 1913 Hutchins Ave. Ballinger, TX 76821
STEEL BUILDING SYSTEMS & COMPONENTS
UELLER, INC.
NONE
END USER:
Bastrop County Animal Services
CUSTOMER NAME:
04/24/2025
F-…
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