INVITATION TO BID (ITB): PROJECT: PROVIDE LABOR AND ... 1 May 19, 2016 INVITATION TO BID (ITB):...

1

May 19, 2016

INVITATION TO BID (ITB): PROJECT: PROVIDE LABOR AND MATERIALS TO

CONSTRUCT A 30 X 50 SANITATION BALER BUILDING – REBID BID NO: 16-030

The City of Hot Springs invites bids to perform the Scope of Work / Specifications as described in the

attached documents for the City's project is furnish materials and labor to construct a 30 x 50 baler

building for Sanitation Department, Hot Springs, AR. In submitting your bid it is essential that you

adhere to the requirements and instructions contained herein. The City reserves the right to reject any

or all bids and to waive any formalities or irregularities. The City also reserves the right to require

additional information of bidders in order to determine responsibleness.

SEALED bids must be in the purchasing office no later than 2:00 P.M. C.T. on MONDAY, JUNE 13, 2016 at which time they will be publicly opened and read aloud. Bids not received at this location by this time will not be considered. The

addresses of the Purchasing Office are:

City Purchasing Office City Purchasing Office 517 AIRPORT ROAD, STE C P. O. Box 6300

Hot Springs, AR 71913 Hot Springs, AR 71902-6300

Any questions that you may have about this bid are to be submitted to the Purchasing Office at fax number 501-321-6833 or email [email protected]. Questions must be submitted prior to one week before the bid opening date shown

above.

Dorethea Yates, Finance Director Date

mailto:[email protected]

2

Date: MAY 2016

To: Sentinel Record

From: Mary Burks

City of Hot Springs

# of pages: 2 (including cover sheet)

Phone: 501-321-6830

Email: [email protected]

City of Hot Springs

Purchasing Department

517 Airport Road, Suite C

Post Office Box 6300

Hot Springs, AR 71902

501-321-6830

Fax 501-321-6833

Publish: (If the publish date cannot be met, please notify the City of Hot Springs Purchasing Office

immediately.)

The City of Hot Springs will accept sealed bids/RFPs until time and date stated below for the

following:

Bid 16-030, MONDAY, JUNE 13, 2016 @ 2:00 PM C.T. – PROVIDE LABOR AND

MATERIALS TO CONSTRUCT A 30 X 50 BALER BUILDING FOR SANITATION

DEPARTMENT – REBID

Submit bids to City of Hot Springs Purchasing Office, 517 Airport Road, Ste. C, 71913, P.O. Box

6300, 71902, Hot Springs, AR. All bid documents may be viewed at www.citvhs.net/Bids.aspx.

A performance and payment bond written by a responsible surety company authorized to do business

in Arkansas, in the amount of the contract, will be required on all contracts in excess of $20,000. Bid

security in the form of a cashier=s check only (relative to other types of checks), drawn on a bank or

trust company doing business in Arkansas, or a corporate bid bond in favor of the City of Hot

Springs and in the amount of five percent (5%) of the bid amount is required on bids exceeding

$20,000 and must be submitted with the bid. For bids over $20,000, the contractor must be properly

licensed for this activity prior to submitting a bid and provide proof thereof (show State contractor’s

license no.) with bid. Arkansas prevailing Wage= laws will apply as appropriate.

The City of Hot Springs encourages participation from SBA and MBE/DBE/WBE vendors.

The City reserves the right to reject any or all bids, to waive any formalities and to, in the opinion of

the City, accept the bid that is in the City=s best interest.


http://www.citvhs.net/Bids.aspx

3

CITY OF HOT SPRINGS ARKANSAS

ACKNOWLEDGEMENT

IN ORDER TO RECEIVE ADDENDA ACKNOWLEDGEMENT OF THIS “INVITATION TO

BID” (ITB) / REQUEST FOR PROPOSALS” (RFP) MUST BE RECEIVED BY THE CITY IN

ORDER FOR YOU TO RECEIVE ADDENDUMS.

PLEASE COMPLETE BELOW AND FAX TO 501-321-6833 or EMAIL [email protected]

IMMEDIATELY UPON RECEIPT OF THIS PACKET.

ITEM / SERVICE SOUGHT BY “ITB” / “RFP”: PROVIDE LABOR AND MATERIALS TO

CONSTRUCT A 30 X 50 BALER BUILDING FOR SANITATION DEPARTMENT – REBID

DATE RECEIVED:

RECIPIENT: (NAME)

(ADDRESS)

(PHONE)

(FAX)

(EMAIL)

Printed Name Signature


4

DEFINITIONS

For all purposes of this Invitation to Bid, except as may be expressly provided herein, or unless the context clearly otherwise requires, the terms listed here have the meaning assigned to them here.

"Addendum" means any official document issued by the City to all bidders during the bidding period containing additional or amended information about the bid.

"Bidder" means any entity which has or may submit a bid.

"Contract" means the document of agreement signed by both the City and the successful bidder whereby the successful bidder will perform the described work for an established amount of compensation. At the City's discretion, the City's 'Invitation to Bid packet, the

bidder's response thereto and the City's issued purchase order may constitute the "Contract."

"Contractor" means the successful bidder.

"Furnish" means supply and deliver, to the site designated by the City, ready for unloading, unpacking, assembly, installation and similar operations, as applicable in each instance, together with in each instance where such term is defined in greater detail (or where reasonable and prudent persons would expect further performance), all operations included in such more detailed definition.

"Install" means to unload, unpack, assemble or otherwise prepare for and erect, place, anchor, apply, attach, work to dimension, finish, cure, test, clean, protect and any and all actions necessary to create a operational or ready for operation status, or as may be defined in greater detail, or as reasonable and prudent persons would expect further performance.

“Invitation to Bid" means the solicitation for bids and includes all official addenda.

"City" means the City of Hot Springs, Arkansas.

"Provide" means furnish and install. "Scope of Work" means the description/specifications of the item or items to be furnished, and/or installed and/or provided and the work to be performed in conjunction therewith or otherwise as determined and described by the City as identified by drawings, specifications and instructions included in this packet.

Terms defined here importing the singular also include the plural, and vice versa, where the context requires.

BIDDER'S MODIFICATION AND/OR WITHDRAWAL OF BID

Bidders may, without prejudice to themselves, modify or withdraw their bids by written request provided the request is received by the City prior to the time and at the address to which bids are to be submitted. If bid withdrawal action is taken, new bids may be

5

submitted provided they are received by the City by the due date and time.

CITY POLICY

All qualified and responsible bidders are entitled to receive equal opportunities. Any activity such as, but not limited to, offering or receiving gifts, entertainment, payments, loans or other favors for the purpose of favorable or privileged treatment is prohibited. Furthermore, in the event any bidder has been found to engage in such activity, that bidder may be refused further bid consideration by the City. The City may also pursue any legal remedies available.

6

The City of Hot Springs encourages the participation of disadvantaged, minority and woman owned business enterprises in the procurement of goods, services and construction either as a contractor or subcontractor. Consideration is to be given to small, minority and women-owned businesses. Bidders are encouraged to seek quotations from such businesses when utilizing subcontractors. When subcontractors are asked to be identified, D/M/WBE within that group should be identified. Payment is upon accepted completion of the work. Progress payments may be made, at the discretion of the city, based on accepted completed work.

PRICING

Bids are to be given in U.S. dollars.

Bids shall be valid for a period of 90 days from the bid opening date.

All pricing is to be firm for the duration of the contract.

The bid must include, unless exceptions are identified by the City, all cost to the bidder for materials, labor, equipment, insurance, testing, compliance requirements, licenses, permits and any and all items of expense, fees, taxes, duties, overhead and profit for the bidders for his full and complete performance of the Scope of Work.

All pricing information sought must be provided. Failure to do so may cause the bid to be rejected. The City reserves the right to request and have any bidder to furnish any accounting breakdown of contract prices; and this request may be made after the contract price has been finalized.

Contractors must comply with Arkansas and City licensing requirements; they must also obtain the required permits and licenses, including the General Building Permit.

In the case of discrepancy between amounts written in words and amounts written in numbers, the written words will prevail; in the case of errors in addition or extension, unit rates will prevail.

INSURANCE

The insurance requirements for this bid are identified on the “Insurance Requirement Compliance” form which must be completed and returned by the bidder if there are insurance requirements. Certificates for the coverage checked in the left column of the form must be provided by the bidder with the bid.

EXCEPTATIONS AND DEVIATIONS

The base bid must be submitted in strict accordance with this ITB. Any bidder,

believing it advantageous to the City to deviate significantly from the requirements or descriptions herein, may present such deviations but only as an alternative to the base bid as requested, explaining in full detail the nature and extent of the

proposed departure and the subsequent impact thereof on the bid. Specifications, data sheet and or product description must be included completely. Consideration

7

of any proposed alternatives will be solely at the discretion of the City. City is not

responsible for identifying or resolving, during bid consideration, any deviations or alternatives that may be contained in the bid.

Questions about this bid should be faxed to Mary Burks 501-321-6833 or emailed to [email protected].

If a particular brand of item, component or element is named, or the specifications

written on a particular brand, unless stated otherwise, that is only to clearly

identify the requirements and an approved alternate brand may be offered. JOBSITE INSPECTION

Bidders should inspect the site of the work (jobsite). Such inspection may be arranged by

contacting the project overseer – RANDY ATKINSON 501-321-6912. The submission of a bid will be considered evidence that the bidder has made themselves aware of the conditions at the jobsite whether or not the conditions are referred to in the ITB.

DISCREPANCIES, OMISSIONS, AND ADDENDA

Should any bidder need clarification of the requirements, such request must be made in writing and may be faxed to 501-321-6833 or email [email protected]. The City may respond by issuing an addendum to all prospective bidders. City will not be bound by nor should bidders rely upon oral information. Bidders must acknowledge in their bid submission receipt of addenda that have been issued.

Should drawings disagree with one another or with specifications, or should specification disagree with one another or drawings, the better quality of work or materials shall be included for bidding purposes and shall be performed or furnished.

SIGNATURE REQUIREMENTS

The bid must be signed by an authorized officer of the entity submitting the bid and his/her title must be shown.

BONDING

The laws of the State of Arkansas will be adhered to for bonding requirements. Bids over

$20,000 must be accompanied by bid security in the form of a cashiers check only, (relative to other kinds of checks) drawn upon a bank or trust company doing business in Arkansas or a corporate bid bond and must be in the amount of five percent (5%) of the

bid amount. All contracts exceeding $20,000 must have a payment/performance bond. Bidders should take this into consideration in calculation their bid. All bonds are to be in favor of the City. Sureties must be licensed to do business in the State of Arkansas. For contracts in excess of $75,000, the Arkansas Labor Law requirements apply. Contractors will not be allowed on the jobsite until all bonding is satisfactorily in place.

LICENSING

Bidders must be properly licensed prior to signing a contract to perform this project.



8

The Contractor may be required to obtain a City business license.

GUARANTEES

The Contractor guarantees City that the Work shall comply strictly with the provisions of the Contract and all specifications, drawings and standards referred to or hereafter furnished by the City, and that the Work shall be first-class in every particular and free from defects in materials and workmanship and in any design and engineering furnished by the Contractor. Contractor further guarantees City that all materials, equipment, and supplies furnished by Contractor for the Work shall be new, merchantable, of the most suitable grade and fit for their intended purpose. Without limitation of any other rights or remedies of the City, if any defect in the Work in violation of the foregoing guarantees arises, Contractor shall, upon written receipt of such defect, promptly furnish, at no cost the City, design and engineering, labor, equipment and materials necessary to correct such defect and cause the Work to comply fully with the foregoing guarantees.

SAFETY

Contractor shall take necessary safety and other precautions to protect property and persons from damage, injury or illness arising out of the performance of the Work. Contractor shall comply strictly with local, state and federal laws, orders and regulations, as and where applicable, pertaining to health or safety which are applicable to Contractor or to the Work.

CITY OBLIGATIONS

City shall determine at its sole discretion which bid shall be accepted including but not limited to the following:

City need not accept any bid where: (A) there is an obvious, demonstrable error in the bid (B) the bid is incomplete or not prepared in accordance with the ITB (C) City is not satisfied with the performance of the bidder on any of

its previous projects (D) the City does not consider that the bidder has the financial

capability to execute the contract (E) the City does not consider that the bidder has the technical

capability to execute the contract

City may, at its discretion, accept an alternative bid.

City may, at its discretion, elect not to accept any bid and may proceed to purchase the equipment/materials (product) in any such manner as it may choose.

City may, at its discretion, reject any or all bids, accept part or parts of any bid; waive formalities or minor irregularities.

City makes no representations, covenants, warranties or guaranties express or implied, other than those stated expressly in the ITB. Owner may elect to abandon the project.

9

PROTEST PROCEDURES

See the Protest Procedures on the City of Hot Springs web-site: www.cityhs.net/DocumentCenter/Home/View/62

CRITERIA FOR AWARD

At its discretion, the City may utilize one or a combination of these criteria in awarding the bid:

(1) lump sum price (2) unit prices included in the bid (3) alternates (requested and/or voluntary submitted with the bid (4) MBE/WBE considerations as indicated in submitted bids (5) completeness and responsiveness to the ITB

The Contract shall be governed by and interpreted in accordance with the laws of the State of Arkansas. In the event any portion of the Contract is held to be void or unenforceable, the parties agree to negotiate in good faith to reach an equitable agreement which shall effect the intent of the parties as set forth in this agreement.

Submission of a signed bid shall constitute certification that the bidder has

submitted their bid without collusion or agreement with any competitor.

http://www.cityhs.net/DocumentCenter/Home/View/62

10

BID COMPLIANCE FORM

Bidder is required to complete this form and return it with their bid.

Date:

Reference: City of Hot Springs Project: PROVIDE LABOR AND MATERIALS TO

CONSTRUCT A 30 x 50 SANITATION BALER BUILDING - REBID BID NO: 16-030

I / WE

(official name of bidder)

(business address of bidder)

after carefully examining and reading the ITB contents, and examining the worksite, do hereby offer to perform the Scope of Work as described herein for the prices stated herein.

Bidder shall certify by checking the appropriate circumstance(s) below. Minor exceptions to the specifications must be listed on a page prepared by the bidder.

Alternate bids must be attached in their entirety (as to specifications, warranty, etc.).

My bid is in exact accordance with the specifications, drawings, terms and conditions and other requirements of this ITB with no exceptions.

My bid is in exact accordance with the specifications, drawings, terms and

conditions and other requirements of this ITB with no exceptions other than those minor

exceptions listed on the attached. (Page prepared by Bidder).

An alternate bid is presented and is attached in its entirety. (Must be complete).

My bid shall remain valid up to and including ninety (90) days after the bid opening, after

which, unless accepted by the City or extended, in writing by the bidder, it will be deemed

withdrawn.

I acknowledge receipt of addenda numbers through and their content is reflected in my bid.

Bidder (printed) Authorized Signature

Printed Name

11

BID FORM

REF: CITY OF HOT SPRINGS PROJECT: PROVIDE LABOR AND MATERIALS TO

CONSTRUCT A 30 X 50 SANITAITON BALER BUILDING – REBID NO: 16-030

CONTRACT PRICE

Bidder offers to perform and completely accomplish the Scope of Work as described [provide materials and labor], in accordance with the requirements contained in the ITB for a lump sum price of: Lump Sum Bid:

$ ; (bid amount in numbers)

(bid amount written in full, in words) Attach or insert bid bond behind this page. (as applicable)

ELEMENT OR UNIT PRICES (where applicable): (If description is shown, bidder to show value)

Description Unit Price Qty Total

$ $

DEDUCTIVE ALTERNATES (when applicable) – in order they will be taken. (If description is shown, bidder to show value)

Description Change Metal Building R-Panel Finish from “Kynar” to Galvalume $_______________ Shorten the Approach Apron & Deduct the Trench Drain & Area Drain $_______________ Change From 6” Thick Floor Slab to 5” Thick Floor Slab (Except in the Thickened Area (8”) Beneath the Baler) $_______________

START DATE ASSUMING NOTICE TO PROCEED ON JUNE 20, 2016

SHOW NO. OF DAYS OF WORK REQUIRED FOR COMPLETION OF PROJECT:

Bidder (print) Authorized Signature

Phone number: Fax No.

Bidder address Print Name Title

Mailing address (if different)

12

INSURANCE REQUIREMENT COMPLIANCE

PROJECT PROVIDE LABOR AND MATERIALS TO CONSTRUCT A 30 X 50

SANITAITON BALER BUILDING - REBID BID NO: 16-030

When checked in the left column below, certificates of insurance for the type coverage named must

be returned with the bid.

Bidder is to indicate by checking the right column, the certificates that are returned with the

bid.

X General Liability

Minimum Amount $500,000

General Liability

Vehicle Liability

(must be at least in legally required

amount)

Vehicle Liability

X Workers Compensation Worker Compensation

Builders Risk

Minimum Amount

Builders Risk

Personal Injury

Minimum Amount

Personal Injury

Bidder Printed Name

Bidder Signature

,11111#._

REGISTERED \ L,

TECHANICAL SPECIF ICATI ONS 30' X 50 BALER BUILDING

210 RUNYON STREET HOT SPRINGS, AR

PREPARED FOR:

CITY OF HOT SPRINGS P.O. BOX 700

HOT SPRINGS, AR 71902

PREPARED BY:

I B & F ENGINEERING, INC.

928 AIRPORT ROAD HOT SPRINGS, ARKANSAS 71913

l' (501) 767-2366

tf•' A R A S_""\'

---?""\ iE o,c- ...,

l II * * * '

I PROFESSIO NA L I NGI N EE R I

' * T ..,. B & F NO. 7-2096-091 1 I-

....#.w ;W,, , to,,--v

APRIL 2016 c No. 1 · (? ""

\

l,

l

I

I

l

I

I

,I., ,,

t '

l,

[

L

l

l.

l

l

L

T: DATA\7\209610911\Specs\002 .doc - I-

TABLE OF CONTENTS

PAGES

03300 CAST-IN-PLACE CONCRETE... .................................................................................. 1 -16

07900 JOINT SEALERS...... .................................................................................................... 1 - 4

09900 PAINTING..................................................................................................................... - 4

13122 METAL BUILDING SYSTEM ........................................................................................ 1 - 14

I

[ SECTION 03300

I CAST-IN-PLACE CONCRETE

PART 1 - GENERAL

1.1 RELATED DOCUMENTS:

A. Drawings and general provisions of Contract, including General and Supplementary Conditions,

apply to this section.

1.2 SUMMARY

A. This Section specifies cast-in place concrete, including formwork, reinforcing, mix design,

placement procedures, and finishes.

1.3 SUBMITTALS

A. General: Submit the following .

1. Product data for proprietary materials and items, including reinforcement and forming

accessories, admixtures , patching compounds, joint systems, and others as requested by

Engineer.

2. Shop drawings for reinforcement, for fabrication, bending, and placement of concrete

reinforcement. Comply with ACI SP-66 (88), "ACI Detailing Manual," showing bar schedules,

stirrup spacing , diagrams of bent bars, and arrangement of concrete reinforcement. Include

special reinforcement required for openings through concrete structures .

3. Samples of materials as requested by Engineer.

L 4. Laboratory test reports for concrete materials and mix design test.

5. Materials certificates in lieu of materials laboratory test reports when permitted by Engineer.

Materials certificates shall be signed by manufacturer and Contractor, certifying that each

material item complies with or exceeds specified requirements . Provide certification from

admixture manufacturers that chloride content complies with specification requirements.

6. Proposed method of controlling slab finish elevations .

1.4 QUALITY ASSURANCE

A. Codes and Standards: Comply with provisions of following codes, specifications, and standards,

except where more stringent requirements are shown or specified.

ACI 318, "Building Code Requirements for Reinforced Concrete."

T:IDATA\ 71209610911\Specs\003.doc CAST-IN-PLACE CONCRETE 03300 - 1

r I

I '

I

I .

L

L

I

f Concrete Reinforcing Steel Institute (CRSI), "Manual of Standard Practice."

B. Concrete Testing Service: Engage a testing laboratory acceptable to Engineer to perform

material evaluation tests and to design concrete mixes.

C. Materials and installed work may require testing and retesting at any time during progress of work .

Tests, including retesting of rejected materials for installed work, shall be done at Contractor's

expense.

PART 2 - PRODUCTS

2.1 FORM MATERIALS

A. Forms for Exposed Finish Concrete: Plywood, metal, metal-framed plywood faced, or other

acceptable panel-type materials, to provide continuous, straight, smooth, exposed surfaces.

Furnish in largest practicable sizes to minimize number of joints and to conform to joint system

shown on drawings.

B. Forms for Unexposed Finish Concrete: Plywood, lumber, metal, or other acceptable material.

Provide lumber dressed on at least 2 edges and one side for tight fit.

C. Form Coatings: Provide commercial formulation form-coati ng compounds with a maximum VOC

of 350 mg/I that will not bond with, stain, or adversely affect concrete surfaces and will not impair

subsequent treatments of concrete surfaces.

D. Form Ties: Factory-fabricated, adjustable-length, removable or snap-off metal form ties, designed

to prevent form deflection and to prevent spalling concrete upon removal. Provide units that will

leave no metal closer than 1-1/2 inches to exposed surface. Provide ties that, when removed, will

leave holes not larger than 1-inch diameter in concrete surface.

l' 2.02 REINFORCING MATERIALS

A. Reinforcing Bars: ASTM A 615, Grade 60, deformed.

B. Supports for Reinforcement: Bolsters, chairs, spacers, and other devices for spacing, supporting,

and fastening reinforcing bars and welded wire fabric in place. Use wire-bar-type supports

complying with CRSI specifications .

1. For slabs-on-grade, use supports with sand plates or horizontal runners.

2. For exposed-to-view concrete surfaces, where legs of supports are in contact with forms,

provide supports with legs that are plastic protected (CRSI, Class 1) or stainless steel

protected (CRSI, Class 2).

T: DATA\71209610911\Specs\003 .doc CAST-IN-PLACE CONCRETE 03300 - 2

l_

l

I .

L

L

CAST-IN-PLACE CONCRETE 03300 - 3 T: DATA\71209610911\Specs\003 .doc

I

I 2.03 CONCRETE MATERIALS

I A. Portland Cement: ASTM C 150, Type I.

Use one brand of cement throughout project unless otherwise acceptable to Engineer.

B. Normal Weight Aggregates : ASTM C 33 and as herein specified. Provide aggregates from a

single source for exposed concrete.

1. Local aggregates not complying with ASTM C 33 but that special tests or actual service have

shown to produce concrete of adequate strength and durability may be used when

acceptable to Engineer.

C. Water: Drinkable.

D. Admixtures, General: Provide admixtures for concrete that contain not more than 0.1 percent

chloride ions.

E. Air-Entraining Adm ixture : ASTM C 260, certified by manufacturer to be compatible with other

required admixtures.

1. Available Products: Subject to compliance with requirements, products that may be

incorporated in the work include, but are not limited to, the following :

l. "Air-Tite," Cormix.

"Air-Mix" or "Perma-Air ," Euclid Chemical Co.

"Darex AEA" or "Daravair," W.R. Grace & Co.

"MB-VR" or "Micro-Air," Master Builders, Inc.

"Sealtight AEA," W.R. Meadows, Inc.

"Sika AER," Sika Corp.

F. Water-Reducing Admixture : ASTM C 494 , Type A.



L "Chemtard ," ChemMasters Corp.

"PSI N," Cormix.

"Eucon WR-75," Euclid Chemical Co.

"WRDA," W.R. Grace & Co.

"Pozzolith Normal" or "Polyheed," Master Builders, Inc.

"Prokrete-N," Prokrete Industries.

"Plastocrete 161," Sika Corp.

G. High-Range Water-Reducing Admixture (Super Plasticizer) : ASTM C 494, Type F or Type G.



I

l

CAST-IN-PLACE CONCRETE 03300 - 4 T:IDATA\71209610911 \Specs\00 3.doc

I "Super P," Anti-Hydro Co., Inc.

"PSI Super," Cormix.

"Eucon 37," Euclid Chemical Co.

"WRDA 19" or "Daracem," W.R. Grace & Co.

"Rheobuild," Master Builders, Inc.

"PSP," Prokrete Industries.

"Sikament 300," Sika Corp.

H. Water-Reducing, Accelerating Admixture : ASTM C 494, Type E.



"Q-Set," Conspec Marketing & Manufacturing Co.

"Gilco Accelerator ," Cormix.

"Accelguard 80," Euclid Chemical Co.

"Daraset," W.R. Grace & Co.

"Pozzutec 20," Master Builder, Inc.

I. Water-Reducing, Retarding Admixture : ASTM C 494 , Type D.



"PSl-R Plus," Cormix.

"Eucon Retarder 75," Euclid Chemical Co.

"Daratard-17 ," W.R. Grace & Co.

"Pozzolith R," Master Builders, Inc.

"Protard," Prokrete Industries.

"Plastiment," Sika Corporation .

J. Fibrous Reinforcement: Engineered polypropylene fibers designed for secondary reinforcement

of concrete slabs.

1. Availab le Products: Subject to compliance with requirements, products that may be

incorporated in the work include, but are not limited to, the following:

"Fiberstrand 100," Euclid Chemical Co.

"Fibermesh ," Fibermesh, Inc.

"Forta CR," Forta Corp.

"Grace Fibers," W.R. Grace & Co.

2.4 RELATED MATER IALS

A. Vapor Retarder: Provide vapor retarder cover over prepared base material where indicated below

slabs on grade. Use only materials that are resistant to deterioration when tested in accordance

with ASTM E 154, as follows:

I

1:

L

r

I

f 1. Polyethylene sheet not less than 6 mils thick .

I B. Absorptive Cover: Burlap cloth made from jute or kenaf, weighing approximately 9 oz. per sq. yd.,

complying with AASHTO M 182, Class 2.

C. Moisture-Retaining Cover: One of the following , complying with ASTM C 171.

Waterproof paper.

Polyethylene film.

Polyethylene-coated burlap.

I D. Bonding Compound: Polyvinyl acetate or acrylic base.

r , 1. Available Products: Subject to compliance with requirements, products that may be


Acrylic or Styrene Butadiene:

"Acrylic Bondcrete," The Burke Co.

"Strongbond, " Conspec Marketing and Mfg. Co.

"Day-Chem Ad Bond," Dayton Superior Corp.

"SBR Latex," Euclid Chemical Co.

"Daraweld C," W.R. Grace & Co.

"Hornweld," A C. Horn, Inc.

"Everbond," L & M Construction Chemicals , Inc.

"Acryl-Set," Master Builders Inc.

"lntralok," W.R. Meadows, Inc.

"Sonocrete," Sonneborn-Rexnord.

"Stonlock LB2," Stonhard , Inc.

E. Epoxy Adhesive: ASTM C 881, two-component material suitable for use on dry or damp surfaces.

Provide material "Type," "Grade," and "Class" to suit project requirements.



"Burke Epoxy M.V.," The Burke Co.

"Spec-Bond 100," Conspec Marketing and Mfg. Co.

"Euco Epoxy System #452 or #620 ," Euclid Chemical Co.

"Epoxtite Binder 2390," AC. Horn, Inc.

"Epabond," L & M Construction Chemicals, Inc.

"Concresive 1001," Master Builders, Inc.

"Siladur 32 Hi-Mod," Sika Corp.

F. Semi-Rigid Epoxy Joint Filler:

1. Available Products: Subject to compliance with requirements , products that may be


L T: DATA\71209610911\Specs\003.doc CAST-IN-PLACE CONCRETE 03300 - 5

I

L

L

l


I

f

I G. Sealant:

"Materfill 300", Master Builders, Inc.

"Spec-Joint CJ", CONSPEC

"MM-80", Metzger/McGuire Co.

1. For horizontal slab joints - Sonneborn Sonolastic SL-2 urethane (or equal).

I 2. For vertical wall joints - Sonolastic NP 1 (or equal) urethane non-sag.

H. Surface Hardener: Sonneborn "Lapidolith" or approved equal.

2.5 PROPORTIONING AND DESIGN OF MIXES

r : A. Prepare design mixes for each type and strength of concrete by either laboratory trail batch or

field experience methods as specified in ACI 301. If trail batch method used, use an independent

testing facility acceptable to Engineer for preparing and reporting proposed mix designs.

B. Submit written reports to Engineer of each proposed mix for each class of concrete at least 10

days prior to start of work . Do not begin concrete production until proposed mix designs have

been reviewed by Engineer.

C. Design mixes to provide normal weight concrete with the following properties, as indicated on

drawings and schedules .

1. For replacement slab and foundation.

3500-psi, 28-day compressive strength; W/C ratio, 0.46 maximum .

D. Adjustment to Concrete Mixes: Mix design adjustments may be requested by Contractor when

characteristics of materials, job conditions, weather, test results, or other circumstances warrant, by Engineer. Laboratory test data for revised mix design and strength results must

as accepted

I be submitted to and accepted by Engineer before using in work .

2.6 ADMIXTURES

L A. Use water-reducing admixture or high-range water-reducing admixture (Superplasticizer) in

concrete as required for placement and workability .

B. Use nonchloride accelerating admixture in concrete slabs placed at ambient temperatures below

50 deg F (10 deg C).

C. Use high-range water-reducing admixture (HRWR) in pumped concrete, concrete for industrial

slabs, concrete required to be watertight, and concrete with water/cement ratios below 0.50.

D. Use air-entraining admixture in concrete unless otherwise indicated. Add air-entraining admixture

at manufacturer's prescribed rate to result in concrete at point of placement having total air

content with a tolerance of plus or minus 1-1/2 percent within following limits:

l .

I .

L


1. Concrete structures and slabs exposed to freezing and thawing, deicer chemicals, or

hydraulic pressure:

5 (±1) percent (moderate exposure); 1-1/2-inch max. aggregate.

I 2. Concrete slabs not exposed to freezing and thawing:

4 (±1) percent.

I E. Use admixtures for water reduction and set control in strict compliance with manufacturer's

directions.

F. Slump Limits: Proportion and design mixes to result in concrete slump at point of placement as

follows:

1. Ramps, slabs, and sloping surfaces: Not more than 3 inches.

2. Reinforced foundation systems: Not less than 1 inch and not more than 3 inches.

3. Concrete containing HRWR admixture (Superplasticizer): Not more than 8 inches after

addition of HRWR to site verified 2-inch to 3-inch slump concrete .

4. Other concrete : Not more than 4 inches.

[ : 2.07 CONCRETE MIXING

A. Ready-Mix Concrete: Comply with requirements of ASTM C 94, and as specified.

L 1. When air temperature is between 85 deg F (30 deg C) and 90 deg F (32 deg C), reduce

mixing and delivery time from 1-1/2 hours to 75 minutes, and when air temperature is above

I : 90 deg F (32 deg C), reduce mixing and delivery time to 60 minutes.

L PART 3 - EXECUTION

3.01 GENERAL

l A. Coordinate the installation of joint materials and vapor retarders with placement of forms and

reinforcing steel.

L 3.02 FORMS

A. General: Design, erect, support, brace, and maintain formwork to support vertical and lateral,

static and dynamic loads that might be applied until concrete structure can support such loads.

Construct formwork so concrete members and structures are of correct size, shape, alignment,

elevation, and position. Maintain formwork construction tolerances complying with ACI 347.

B. Construct forms to sizes, shapes, lines, and dimensions shown and to obtain accurate alignment,

L location, grades, level, and plumb work in finished structures . Provide for openings, offsets,

r :

L


I

I sinkages, keyways, recesses, moldings, rustications, reglets, chamfers, blocking, screeds, bulk

heads, anchorages and inserts, and other features required in work. Use selected materials to

obtain required finishes . Solidly butt joints and provide backup at joints to prevent leakage of

cement paste.

C. Fabricate forms for easy removal without hammering or prying against concrete surfaces.

Provide crush plates or wrecking plates where stripping may damage cast concrete surfaces.

Provide top forms for inclined surfaces where slope is too steep to place concrete with bottom

forms only. Kerf wood inserts for forming keyways, reglets, recesses, and the like, for easy

removal.

D. Provide temporary openings where interior area of formwork is inaccessible for cleanout, for

inspection before concrete placement, and for placement of concrete. Securely brace temporary

openings and set tightly to forms to prevent loss of concrete mortar. Locate temporary openings

in forms at inconspicuous locations.

E. Chamfer exposed corners and edges as indicated, using wood, metal, PVC, or rubber chamfer

strips fabricated to produce uniform smooth lines and tight edge joints.

F. Provisions for Other Trades: Provide openings in concrete formwork to accommodate work of

other trades. Determine size and location of openings, recesses, and chases from trades

providing such items. Accurately place and securely support items built into forms.

G. Cleaning and Tightening : Thoroughly clean forms and adjacent surfaces to receive concrete .

Remove chips, wood, sawdust, dirt, or other debris just before concrete is placed. Retighten

forms and bracing before concrete placement as required to prevent mortar leaks and maintain

proper alignment.

3.03 VAPOR RETARDER/BARRIER INSTALLATION

A General: Following leveling and tamping of granular base for slabs on grade, place vapor

I : retarder/barrier sheeting on prepared base.

B. Lap joints 6 inches and tape.

l 3.04 PLACING REINFORCEMENT

A General: Comply with Concrete Reinforcing Steel lnstitute's recommended practice for "Placing

Reinforcing Bars," for details and methods of reinforcement placement and supports and as

herein specified.

L Avoiding cutting or puncturing vapor retarder during reinforcement placement and concreting

operations .

B. Clean reinforcement of loose rust and mill scale, earth, ice, and other materials that reduce or

destroy bond with concrete.

I :

I .

l

I

I

I

I

!

L

L

l

I [_,

C. Accurately position, support, and secure reinforcement against displacement. Locate and support

reinforcing by metal chairs, runners, bolsters, spacers, and hangers, as approved by Engineer.

D. Place reinforcement to obtain at least minimum coverages for concrete protection. Arrange ,

space, and securely tie bars and bar supports to hold reinforcement in position during concrete

placement operations. Set wire ties so ends are directed into concrete, not toward exposed

concrete surfaces.

E. Install welded wire fabric in as long lengths as practicable. Lap adjoining pieces at least one full

mesh and lace splices with wire. Offset laps of adjoining widths to prevent continuous laps in

either direction .

3.5 JOINTS

A. Construction Joints: Locate and install construction joints as indicated.

B. Control Joints: Saw control joints and tops of construction joints as shown on Drawings. Saw

joints as soon as possible after slab finish to reduce random cracking.

C. Joint Filler and Sealant: As indicated on Drawings.

3.6 INSTALLATION OF EMBEDDED ITEMS

A. General: Set and build into work anchorage devices and other embedded items required for other

work that is attached to or supported by cast-in-place concrete . Use setting drawings, diagrams ,

instructions, and directions provided by suppliers of items to be attached thereto .

B. Forms for Slabs: Set edge forms , bulkheads, and intermediate screed strips for slabs to obtain

required elevations and contours in finished surfaces. Provide and secure units to support screed

strips using strike-off templates or compacting-type screeds.

3.7 PREPARATION OF FORM SURFACES

A. General: Coat contact surfaces of forms with an approved, nonresidual, low-VOC, form-coating

compound before reinforcement is placed.

B. Do not allow excess form-coating material to accumulate in forms or to come into contact with

in-place concrete surfaces against which fresh concrete will be placed. Apply in compliance with

manufacturer's instructions.

C. Coat steel forms with a nonstaining, rust-preventative material. Rust-stained steel formwork is not

acceptable .

T: DATA\71209610911\Specs\003 .doc CAST-IN-PLACE CONCRETE 03300 - 9

I

I

r

L

[ :

L

L

L

I_,

3.8 CONCRETE PLACEMENT

A. Inspection: Before placing concrete, inspect and complete formwork installation, reinforcing steel,

and items to be embedded or cast in. Notify other crafts to permit installation of their work;

cooperate with other trades in setting such work .

B. General: Comply with ACI 304, "Recommended Practice for Measuring, Mixing, Transporting ,

and Placing Concrete," and as herein specified.

C. Deposit concrete continuously or in layers of such thickness that no concrete will be placed on

concrete that has hardened sufficiently to cause to formation of seams or planes of weakness. If

a section cannot be placed continuously , provide construction joints as herein specified. Deposit

concrete to avoid segregation at its final location.

D. Placing Concrete in Forms: Deposit concrete in forms in horizontal layers not deeper than 24

inches and in a manner to avoid inclined construction joints . Where placement consists of several

layers, place each layer while preceding layer is still plastic to avoid cold joints .

1. Consolidate placed concrete by mechanical vibrating equipment supplemented by

hand-spading , rodding, or tamping. Use equipment and procedures for consolidation of

concrete in accordance with ACI 309.

2. Do not use vibrators to transport concrete inside forms. Insert and withdraw vibrators

vertically at uniformly spaced locations not farther than visible effectiveness of machine.

Place vibrators to rapidly penetrate placed layer and at least 6 inches into preceding layer.

Do not insert vibrators into lower layers of concrete that have begun to set. At each insertion

limit duration of vibration to time necessary to consolidate concrete and complete

embedment of reinforcement and other embedded items without causing segregation of mix.

E. Placing Concrete Slabs: Deposit and consolidate concrete slabs in a continuous operation , within

limits of construction joints , until the placing of a panel or section is completed.

1. Consolidate concrete during placing operations so that concrete is thoroughly worked around

reinforcement and other embedded items and into corners.

2. Bring slab surfaces to correct level with straightedge and strike off. Use bull floats or darbies

to smooth surface, free of humps or hollows. Do not disturb slab surfaces prior to beginning

finishing operations .

3. Maintain reinforcing in proper position during concrete placement.

F. Cold-Weather Placing: Comply with provisions of ACI 306 and as follows . Protect concrete work

from physical damage or reduced strength that could be caused by frost, freezing actions, or low

temperatures .

1. When air temperature has fallen to or is expected to fall below 40 deg F (4 deg C), uniformly

heat water and aggregates before mixing to obtain a concrete mixture temperature of not

less than 50 deg F (10 deg C) and not more than 80 deg F (27 deg C) at point of placement.

T: DATA\71209610911\Specs\003.doc CAST-IN-PLACE CONCRETE 03300 - 10

a. Do not use frozen materials or materials containing ice or snow. Do not place concrete

on frozen subgrade or on subgrade containing frozen materials.

b. Do not use calcium chloride, salt, and other materials containing antifreeze agents or

chemical accelerators unless otherwise accepted in mix designs.

G. Hot-Weather Placing: When hot weather conditions exist that would seriously impair quality and

r: strength of concrete, place concrete in compliance with ACI 305 and as herein specified.

1. Cool ingredients before mixing to maintain concrete temperature at time of placement below

90 deg F (32 deg C). Mixing water may be chilled, or chopped ice may be used to control

temperature provided water equivalent of ice is calculated to total amount of mixing water.

Use of liquid nitrogen to cool concrete is Contractor's option.

2. Cover reinforcing steel with water-soaked burlap if it becomes too hot, so that steel tempera

ture will not exceed the ambient air temperature immediately before embedment in concrete.

3. Fog spray forms, reinforcing steel, and subgrade just before concrete is placed.

4. Use water-reducing retarding admixture when required by high temperatures, low humidity,

or other adverse placing conditions, when acceptable to Engineer.

3.9 FINISH OR FORMED SURFACES

A. Rough Form Finish: For formed concrete surfaces not exposed to view in the finish work or

concealed by other construction. This is the concrete surface having texture imparted by

form-facing material used, with tie holes and defective areas repaired and patched and fins and

other projections exceeding 1/4 inch in height rubbed down or chipped off.

B. Smooth Form Finish: For formed concrete surfaces exposed to view or to be covered with a

coating material applied directly to concrete, or a covering material applied directly to concrete,

such as waterproofing, dampproofing, veneer plaster, painting, or other similar system. This is an

as-cast concrete surface obtained with selected form-facing material, arranged in an orderly and

symmetrical manner with a minimum of seams. Repair and patch defective areas with fins and completely removed and smoothed.

other projections

C. Smooth Rubbed Finish: Provide smooth rubbed finish to exposed concrete surfaces, which have

received smooth form finish treatment, not later than one day after form removal.

Moisten concrete surface and rub with carborundum brick or other abrasive until a uniform color

and texture is produced. Do not apply cement grout other than that created by the rubbing

process.

D. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar unformed surfaces

occurring adjacent to formed surfaces, strike-off smooth and finish with a texture matching

adjacent formed surfaces . Continue final surface treatment of formed surfaces uniformly across

adjacent unformed surfaces unless otherwise indicated.

l_

T:\DATA\7\2096\0911\Specs\003 .doc CAST-IN-PLACE CONCRETE 03300 - 11

r I

I

L

L

L

L

3.10 MONOLITHIC SLAB FINISHES

A Float Finish: Apply float finish to monolithic slab surfaces to receive trowel finish and other

finishes as hereinafter specified.

1. After screeding , consolidating, and leveling concrete slabs, do not work surface until ready

for floating. Begin floating , using float blades or float shoes only, when surface water has

disappeared, when concrete has stiffened sufficiently to permit operation of power-driven

floats , or both. Consolidate surface with power-driven floats or by hand-floating if area is

small or inaccessible to power units. Check and level surface plane to tolerances of Ff 30 -

Fl 25. Cut down high spots and fill low spots. Uniformly slope surfaces to drains.

Immediately after leveling, refloat surface to a uniform, smooth, granular texture.

B. Trowel Finish: Apply trowel finish to monolithic slab surfaces.

r 1. After floating, begin first trowel finish operation using a power-driven trowel. Begin final

troweling when surface produces a ringing sound as trowel is moved over surface. Consoli

date concrete surface by final hand-troweling operation, free of trowel marks, uniform in

texture and appearance.

C. Nonslip Broom Finish: Apply nonslip broom finish to exterior ramps, and elsewhere as indicated.

Immediately after float and trowel finishing, slightly roughen concrete surface by brooming with

fiber-bristle broom perpendicular to main traffic route. Coordinate required final finish with

Engineer before application .

3.11 CONCRETE CURING AND PROTECTION

f. A General: Protect freshly placed concrete form premature drying and excessive cold or hot

temperatures. In hot, dry, and windy weather, protect concrete form rapid moisture loss before

and during finishing operations with an evaporation-control material. Apply in accordance with

manufacturer's instructions after screeding and bull floating, but before power floating and .

troweling

B. Start initial curing as soon as free water has disappeared from concrete surface after placing and

finishing . Keep continuously moist for not less than 14 days.

C. Curing Methods: Perform curing of concrete by moist curing, by moisture-retaining cover curing,

and by combinations thereof , as herein specified. Do not use curing and sealing compounds.

L 1. Provide moisture curing by following methods.

a. Use continuous water-fog spray.

b. Cover concrete surface with specified absorptive cover, thoroughly saturate cover with

water, and keep continuously wet. Place absorptive cover to provide coverage of

concrete surfaces and edges, with 4-inch lap over adjacent absorptive covers.

c. Provide moisture-cover curing as follows :


.J

L

L

L

Cover concrete surface with moisture-retaining cover for curing concrete, placed in

widest practicable width with sides and ends lapped at least 3 inches and sealed by

waterproof tape or adhesive . Immediately repair any holes or tears during curing period

using cover material and waterproof tape.

D. Curing Formed Surfaces : Cure formed concrete surfaces, by moist curing with forms in place for

full curing period or until forms are removed. If forms are removed, continue curing by methods

specified above, as applicable.

E. Curing Unformed Surfaces: Cure unformed surfaces, such as slabs, and other flat surfaces, by

application of moisture curing method.

3.12 REMOVAL OF FORMS

A. General: Formwork not supporting weight of concrete, such as sides of beams, walls, columns ,

and similar parts of the work, may be removed after cumulatively curing at not less than 50 deg F

(10 deg C) for 24 hours after placing concrete, provided concrete is sufficiently hard to not be

damaged by form-removal operations, and provided curing and protection operations are main

tained.

. B. Formwork supporting weight of concrete, such a beam soffits, joists , slabs, and other structural

elements , may not be removed in less than 14 days and until concrete has attained at least 75

percent of design minimum compressive strength at 28 days. Determine potential compressive

strength in-place concrete by testing field-cured specimens representative of concrete location or

I . members.

3.13 REUSE OF FORMS

A. Clean and repair surfaces of forms to be reused in work . Split, frayed, delaminated, or otherwise

damaged form-facing material will not be acceptable for exposed surfaces. Apply new

form-coating compound as specified for new formwork .

B. When forms are extended for successive concrete placement, thoroughly clean surfaces, remove

fins and laitance, and tighten forms to close joints. Align and secure joint to avoid offsets. Do not

use "patched" forms for exposed concrete surfaces except as acceptable to Engineer.

3.14 MISCELLANEOUS CONCRETE ITEMS

A. Filling In: Fill in holes and openings left in concrete structures for passage of work by other

trades, unless otherwise shown or directed, after work of other trades is in place. Mix, place, and

cure concrete as herein specified, to blend with in-place construction. Provide other

miscellaneous concrete filling shown or required to complete work .

B. Curbs: Provide monolithic finish to curbs by stripping forms while concrete is still green and

steel-troweling surfaces to a hard, dense finish with corners, intersections, and terminations

slightly rounded.

C. Equipment Bases and Foundations: Provide machine and equipment bases and foundations, as

shown on drawings. Set anchor bolts for machines and equipment to template at correct eleva I

tions, comply with certified diagrams or templates of manufacturer furnishing machines and

l_


I : ,

I .

l

L

CAST-IN-PLACE CONCRETE 03300 - 14 T:IDATA\71209610911\Specs\003.doc

equipment.

3.15 CONCRETE SURFACE REPAIRS

A. Patching Defective Areas: Repair and patch defective areas with cement mortar immediately

after removal of forms, when acceptable to Engineer.

1. Cut out honeycomb, rock pockets, voids over 1/4 inch in any dimension, and holes left by tie

rods and bolts, down to solid concrete but in no case to a depth of less than 1 inch. Make

edges of cuts perpendicular to the concrete surface. Thoroughly clean, dampen with water,

and brush-coat the area to be patched with specified bonding agent. Place patching mortar

before bonding compound has dried.

2. For exposed-to-view surfaces, blend white portland cement and standard portland cement so

that, when dry, patching mortar will match color surrounding . Provide test areas at

inconspicuous location to verify mixture and color match before proceeding with patching.

Compact mortar in place and strike-off slightly higher than surrounding surface.

B. Repair of Formed Surfaces: Remove and replace concrete having defective surfaces if defects

cannot be repaired to satisfaction of Engineer. Surface defects, as such, include color and texture

irregularities, cracks, spalls, air bubbles, honeycomb, rock pockets, fins and other projections on

surface, and stains and other discolorations that cannot be removed by cleaning. Flush out form

tie holes, fill with dry-pack mortar, or precast cement cone plugs secured in place with bonding

agent.

Repair concealed formed surfaces , where possible, that contain defects that affect the durability

of concrete. If defects cannot be repaired, remove and replace concrete.

C. Repair of Unformed Surfaces: Test unformed surfaces such as monolithic slabs, for smoothness

and verify surface plane to tolerances specified for each surface and finish. Correct low and high

areas as herein specified. Test unformed surfaces sloped to drain for trueness of slope and

smoothness by using template having required slope.

1. Repair finished unformed surfaces that contain defects that affect durability of concrete.

Surface defects, as such, include crazing and cracks in excess of 0.01 inch wide or that

penetrate to reinforcement or completely through nonreinforced sections regardless of width ,

spalling, popouts, honeycomb, rock pockets, and other objectionable conditions.

2. Correct high areas in unformed surfaces by grinding after concrete has cured at least 14

days.

3. Correct low areas in unformed surfaces during or immediately after completion of surface

finishing operations by cutting out low areas and replacing with patching compound. Finish

l repaired areas to blend into adjacent concrete.

4. Repair defective areas, except random cracks and single holes not exceeding 1 inch in

diameter, by cutting out and replacing with fresh concrete . Remove defective areas to sound

concrete with clean, square cuts and expose reinforcing steel with at least 3/4-inch clearance

all around. Dampen concrete surfaces in contact with patching concrete and apply bonding

compound . Mix patching concrete of same materials to provide concrete of same type or

l

I .

L

CAST-IN-PLACE CONCRETE 03300 - 15 T: DATA\71209610911\Specs\003.doc

r class as original concrete. Place, compact, and finish to blend with adjacent finished

concrete. Cure in same manner as adjacent concrete.

I D. Perform structural repairs with prior approval of Engineer for method and procedure, using

specified epoxy adhesive and mortar.

E. Repair methods not specified above may be used, subjected to acceptance of Engineer.

3.16 QUALITY CONTROL TESTING DURING CONSTRUCTION

A General: Employ a testing laboratory to perform tests and to submit test reports. Sampling and

testing for quality control during placement of concrete may include the following, as directed by

Engineer.

B. Sampling Fresh Concrete: ASTM C 172, except modified for slump to comply with ASTM C 94.

1. Slump: ASTM C 143; one test at point of discharge for each day's pour of each type of

concrete; additional tests when concrete consistency seems to have changed.

2. Air Content: ASTM C 173, volumetric method for lightweight or normal weight concrete;

ASTM C 231 pressure method for normal weight concrete; one for each day's pour of each

type of air-entrained concrete.

3. Concrete Temperature: Test hourly when air temperature is 40 deg F (4 deg C) and below,

[ when 80 deg F (27 deg C) and above, directed . Mold and store cylinders for labora

tory-cured test specimens except when field-cure test specimens are required.

4. Compression Test Specimen: ASTM C 31; one set of 4 standard cylinders for each com

pressive strength test, unless otherwise directed. Mold and store cylinders for labora

tory-cured test specimens except when field cure test specimens are required.

5. Compressive Strength Tests: ASTM C 39; one set of each day's pour exceeding 5 cu. yds.

plus additional sets for each 50 cu. yds. more than the first 25 cu. yds. of each concrete class

placed in any one day; one specimen tested at 7 days, two specimens tested at 28 days, and

one specimen retained in reserve for later testing if required.

a. When frequency of testing will provide fewer than 5 strength tests for a given class of

concrete, conduct testing from at least 5 randomly selected batches or from each batch

if fewer than 5 are used.

b. Strength level of concrete will be considered satisfactory if average of sets of three

consecutive strength test results equal or exceed specified compressive strength, and

no individual strength test result falls below specified compressive strength by more

than 500 psi.

C. Test results will be reported in writing to Engineer, Ready-Mix Producer, and Contractor within 24

hours after tests. Reports of compressive strength tests shall contain the project identification

name and number, date of concrete placement, name of concrete testing service, concrete type

and class, location of concrete batch in structure, design compressive strength at 28 days,

concrete mix proportions and materials, compressive breaking strength, and type of break for

I .

I: I .

L

l

CAST-IN-PLACE CONCRETE 03300 - 16 TIDATA\7\209610911\Sp ecs\003.doc

,

I

r both 7-day tests and 28-day tests.

D. Nondestructive Testing : Impact hammer, sonoscope, or other nondestructive device may be

permitted but shall not be used as the sole basis for acceptance or rejection.

E. Additional Tests: The testing service will make additional tests of in-place concrete when test

results indicate specified concrete strengths and other characteristics have not been attained in

the structure, as directed by Engineer. Testing service may conduct tests to determine adequacy

of concrete by cored cylinders complying with ASTM C 42, or by other methods as directed.

Contractor shall pay for tests.

END OF SECTION 03300.

I .

L.

L

L

L.

JOINT SEALANTS 07900-1 T:IDATA\71209610911\Specs\004 .doc

SECTION 07900

JOINT

SEALANTS

PART 1. - GENERAL

1.1 SCOPE

A. Provide joint sealant work, complete. Joint sealant work includes completely closing all joints with sealant. Include joints around frames of doors, windows, or other openings in exterior walls, flooring joints, joints at penetrations of walls, decks, and floors by piping and other services and equipment, joints between items of equipment and other constructions, and other joints indicated or specified to be sealed.

r : 1.02 QUALITY ASSURANCE

A. Obtain elastomeric materials and joint sealants only from manufacturer who will, if required, send a qualified technical representative to project site, for the purpose of verifying appropriate products being used and advising the installer of proper procedures and precautions for the use of the material.

1.3 SUBMITTALS

A. Comply with Section 01300.

B. Product Data: Submit manufacturer's specifications, recommendations, and installation

instructions for each type of sealant and miscellaneous materials. Include letter of certification, or certified test laboratory reports indicating that each material complies with the requirements and is intended for the applications indicated.

C. Samples: Submit 12" long sample of each color required (except black) for each type of sealant

exposed to view. Samples will be viewed for color only.

1.4 JOB CONDITIONS

I A. Examine joint surfaces, backing, and anchorage of units forming sealant rabbet. Do not proceed

with work until unsatisfactory conditions have been corrected.

B. Do not proceed with installations of sealants under adverse weather conditions, or when temperatures are above or below manufacturer's recommended limitations for installations . Proceed with the work only when forecasted weather conditions are favorable for proper cure and

L development of high early bond strength.

L. PART 2 - PRODUCTS

2.1 GENERAL

A. Compatibility : Provide joint sealers, joint fillers and other related materials that are compatible

with one another and with joint substrates under conditions of service and application, as demonstrated by testing and field experience .

L

JOINT SEALANTS 07900-2 T: DATA\7\209610911\Specs\004.doc

B. Provide in colors as selected by Architect from manufacturer's standard colors.

2.02 MATERIALS

A. ELASTOMERIC JOINT SEALANTS

1. Provide manufacturer's standard chemically curing, elastomeric sealant of base polymer

indicted which complies with ASTM C 920 requirements , including those for Type, Grade Class, and Uses.

l. a. Two-Or-More Component Non Sag Urethane Sealant: Type M, Grade NS, Class 25.

Tremco "Dymeric", Sonneborn "NP 1", Bostik "Chem-Calk 500", Pecora "Dynatrol 11" or Mameco "Vulkem 922".

b. One-Component Low Modulus Neutral Curing Silicone: Type S, Grade NS, Class 25:

Dow Corning 790.

c. Two-Component Pourable Urethane Sealant: Type M, Grade P, Class 25. Tremco

"THC 900", Sonneborn "Sonolastic SL2", Bostik "Chem-Calk 550", Pecora "NR-200 Urexpan", or Mameco "Vulkem 245".

d. One-Component Mildew-Resistant Silicone Sealant: Type S, Grade NS, Class 25. GE

"SCS 1702", Dow Corning "786", Tremco "Proglaze White" or Pecora "898".

I B. ACRYLIC EMULSION SEALANT

1. One component, non sag, acrylic, paintable, mildrew-resistant, complying with ASTM C 834.

a. Tremco "Acrylic Latex Caulk 834", Sonneborn "Sonolac", Pecora Corp. "AC-20", Bostik "ChemCalk 600".

C. MISCELLANEOUS MATERIALS

1. Joint Cleaner: Non-corrosive and non-staining type recommended by sealant manufacturer; compatible with joint forming materials.

2. Joint Primer/Sealer : Non-Staining type recommended by sealant manufacturer to suit

application.

3. Bond Breaker Tape: Polyethylene tape or other plastic tape as recommended by sealant

manufacturer, to be applied to sealant-contact surfaces where bond to the substrate or joint filler must be avoided for proper performance of sealant. Provide self-adhesive tape wherever applicable.

4. Sealant Backer Rod: Compressible rod stock open cell polyurethane foam. Provide size

and shape of rod which will control joint depth for sealant placement, break bond of sealant at bottom of joint, form optimum shape of sealant bead on back side, and provide a highly compressible backer to minimize the possibility of sealant extrusion when joint if compressed

PART 3 - EXECUTION

3.1 JOINT TYPES AND USAGES

I

I

L

L

JOINT SEALANTS 07900-3 T: DATA\7\209610911\Specs\004.doc

I A. Acrylic Emulsion Sealant: All interior joints except joints with metal, aluminum, tile and wet work .

B. Urethane Sealants: All exterior joints and interior joints with aluminum or metal, except silicone may be used at EIFS. Use minimum 35 Shore A hardness urethane sealant for horizontal joints subject to pedestrian and vehicular traffic.

C. Silicone Sealants: Use mildew resistant silicone sealant at ceramic tile, sinks and plumbing

fixtures .

3.2 PREPARATION, JOINT SURFACE

A. Clean jo int surfaces immediately before installation of sealant. Remove dirt, insecure coatings ,

moisture, and other substances which would interfere with bond of sealant.

B. For elastomeric sealants , do not proceed with installation of sealant over joint surfaces which have been painted, lacquered, waterproofed or treated with water repellent or other treatment or coating. Remove coating or treatment from joint surfaces before installing sealant.

C. Etch concrete joint surfaces to remove excess alkalinity. Etch with 5% solution of muriatic acid;

neutralize with dilute ammonia solution, rinse thoroughly with water and allow to dry before

[ , sealant installation.

D. Roughen joint surfaces on vitreous coated and similar non-porous materials, wherever sealant manufacturer's data indicates lower bond strength than for porous surfaces. Rub with fine

r abrasive cloth or wool to produce a dull sheen.

3.3 INSTALLATION

A. Comply with sealant manufacturer's printed instructions, except where more stringent

requirements are indicated or specified and except where manufacturer's technical representative directs otherwise.

B. Prime or seal the joint surfaces wherever shown or recommended by the sealant manufacturer .

Do no allow primer/sealer to spill or migrate onto adjoining surfaces .

c_ Install sealant backer rod for liquid elastomeric sealants, except where shown to be omitted or

recommended to be omitted by sealant manufacturer for the application shown.

L D. Install bond breaker tape wherever shown and wherever required by manufacturer's

recommendat ions to ensure that elastomeric sealants will perform properly.

E. Employ only proven installation techniques , which will ensure that sealants will be deposited in uniform, continuous ribbons without gaps or air pockets, with complete "wetting" of the joint bond surfaces equally on opposite sides. Except as otherwise indicated, fill sealant rabbet to a slightly concave surface, slightly below adjoining surfaces. Where horizontal joints are between a horizontal surface and a vertical surface, fill joint to form a slight cove, so that joint will not trap moisture and dirt.

F. Install sealants to depths as shown or, if not shown, as recommended by the sealant

manufacturer but within the following general limitations, measured at the center (thin) section of the bead.

I

l_

L

L

L

JOINT SEALANTS 07900-4 T: OATA\7\209610911\Specs\004 .doc

1. For sidewalks and similar joints sealed with elastomeric sealants and subject to traffic and other abrasion and indentations exposures, fill joints to a depth equal to 75% of joint width, but neither more than 5/8" deep nor less than 3/8" deep.

2. For normal moving joints sealed with elastomeric sealants, but not subject to traffic, fill joints

to a depth equal to 50% of joint width , but neither more than 1/2" deep nor less than 1/4" deep.

3. For joints sealed with non-elastomeric sealants, fill joints to a depth in the range of 75% to

125% of joint width .

G. Do not allow sealants to overflow or spill onto adjoining surfaces. Use masking tape or other

precautionary devices to prevent staining of adjoining surfaces, by either the primer/sealer or the sealant.

H. Remove excess and spillage of sealants promptly as the work progresses. Clean the adjoining

surfaces by whatever means may be necessary to eliminate evidence of spillage, without damage to the adjoining surfaces of finishes.

3.4 CURE AND PROTECTION

A. Cure sealants in compliance with manufacturer's instructions and recommendations, to obtain

high early bond strength, internal cohesive strength, and surface durability . Cure and protect sealants in a manner which will minimize increases in modulus of elasticity and other accelerated aging effects. Replace or restore sealants which are damaged or deteriorated during construction period.

END OF SECTION 07900

L

l

l

PART 1. - GENERAL

1.1 SCOPE

SECTION 09900

PAINTING

A. Provide painting and finishing of interior items and surfaces throughout the project, except as otherwise indicated. Provide field painting of hangers, exposed steel and iron work, of primed metal surfaces an exposed-to-view prefinished metal surfaces of items, as required to match adjacent surfaces, and equipment installed under mechanical and electrical work. Refer to those respective sections for painting requirements. Provide touch-up of prefinished items as required to match original finish.

1. In compliance with code requirements for permanent identification of corridor partitions,

smokestop partitions, horizontal exit partitions, exit enclosures, and fire rated walls, provide signs or stenciling above decorative ceilings and in concealed spaces. Note: Suggested wording "Fire And Smoke Barrier-Protect All Openings" . Where applicable.

2. Do not paint brick, EIFS, water repellent coating, anodized aluminum, toilet partitions,

acoustical ceilings, laminated plastic, and prefinished items, except as noted above.

1.2 SUBMITTALS

A. Comply ""'.ith Section 01300.

B. Samples : Submit paint samples of finishes type and colors on specified materials for verification .

1.3 DELIVERY AND STORAGE

A. Deliver materials to the job site in original, new and unopened packages and containers bearing

manufacturer's name and label.

l: PART 2 - PRODUCTS

l 2.01 MANUFACTURERS

A. Provide all applicable interior paints, enamels, stains, varnishes, and admixtures of first line quality with GS-11 performance or higher as manufactured by Kwal Paint, Sherwin Williams, Glidden, Pittsburgh, Devoe, Sterling, Benjamin Moore or approved equal.

l

l T: DATA\71209610911\Specs\005.doc PAINTING 09900-1

r

l

l

2.2 MATERIALS - QUALITY ASSURANCE:

Locations: Quality Assurance: Coats:

Interior Ferrous Metal Rust Inhibitive Primer 1 Interior Finish Coat per recommendations 2

Exterior Ferrous Metal Rust Inhibitive Primer 1

Exterior Finish Coat "Tnemic" or approved equal. 2 Interior Galvanized Metal Wipe down with solvent 1

Galvanized Iron Primer 1 Int I Ext Finish Coat (as applicable) 2

Exterior Galvanized Metal Wipe down with solvent 1

Galvanized Iron Primer 1 Exterior Finish Coat (as applicable) 2

Metal Surfaces (Factory Finished) Clean & Prime abraded spots 1 Finish in Manufacturer's Specified Product 2

Aluminum (Mill Finished) Treat with Bonding Primer as applicable 1

Finish coats as specified for adjoining surfaces 2

Construction Sign Acrylic Emulsion Primer 1 Semi-Gloss Acrylic Latex 2

Interior Gypsum (Primed): Where applicable, paint formulas specified must meet or

exceed rating of following listed paint volume solids

RR-epoxy typical; walls throughout- eggshell typ; door frames throughout- semi-gloss typical

L

L

L Parking Lines/Numbers/Markings

Fast Drying Safety Zone & Traffic Paint 2

Painted Concrete Flooring Epoxy Primer 1 *2-Part Epoxy 2

Sealed Concrete Flooring Acid Wash I Rinse I Drying Period Per Manufacturer's Recommendations 2

Acid Stain where indicated

Clear 2-Part Epoxy

Exterior Brick (Painted) Coronado Elastite Acrylic Masonry Sealer 48-11

Coronado Elastite 160, or approved equal

L

1 to 2

2 to 3

1

2

T: DATA\71209610911\Specs\005 .doc PAINTING 09900-2

r

L

L

Flat: No less than 34% Solids by Volume. 2

Latex, Eggshell: No less than 32% Solids by Volume. 2

Latex, Semi-Gloss: No less than 30.3% Solids by Volume . 2

Enamel, High-Gloss: No less than 42% Solids by Volume. 2

Alkyd Base, Low Luster: No less than 43% Solids by Volume. 2

Industrial Urethane Alkyd: No less than 42% Solids by Volume. 2

2-Part Epoxy Industrial Grade Water Based Acrylic Epoxy 2 Interior Wood and Plywood Seal with thin coat of poly varnish 1

(stained or clear as indicated) Sand surface lightly-use Paste Wood Filler 1

Polyurethane Finish Coats 2 to 3

Interior Wood and Plywood Prime with recommended primer 1 (Painted) Sand Surface lightly-use Paste Wood Filler 1

Sand again lightly & finish per schedule 2

Interior CMU Block Filler 1

(Cementitous Cement Blocks) Acrylic Latex 2

Interior CMU *Industrial Grade Epoxy Block Filler 1 *To receive Epoxy *Industrial Grade Acrylic 2-Part Epoxy Finish 2

2.3 MIXING AND INDOOR AIR QUALITY

A. Low-VOC paints and finished in compliance with GS-11 standards shall be use for all interior

paint, stain and finish applicat ions.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine the areas and conditions under which painting work is to be performed. Do not proceed with the work until unsatisfactory conditions have been corrected. Starting of painting work will be construed as acceptance of the surfaces within any particular areas.

3.2 SURFACE PREPARATION

A. Perform all preparation and cleaning procedures in strict accordance with the paint manufacturer's instructions and as herein specified. Remove all hardware, plates, lighting fixtures, and similar items in place and not to be finish painted, or provide protection prior to surface preparation and painting operations. Remove, if necessary for the complete painting to the items and adjacent surfaces . Reinstall the removed items by workmen skilled in the trades involved, after painting is completed .

I 8. Cementitious Materials: Prepare cementitious surfaces to be painted by removing all, chalk, dust,

dirt, grease, oils, and by roughening as required to remove glaze. Determine the alkalinity and moisture content of the surfaces to be painted by performing appropriate tests. If the surfaces are found to be sufficiently alkaline to cause blistering and burning of the finish paint, correct this condition before application of paint.

C. Wood: Clean wood surfaces to be painted of all dirt, oil, or other foreign substances with

scrapers, mineral spirits, and sandpaper, as required. Sandpaper smooth those surfaces exposed to view, and dust off. Prime, stain, or seal wood required to be job painted immediately upon delivery to job. Prime edges, ends, faces, undersides, and backsides of such wood, including cabinets, counter, cases, etc. Scrape and clean small, dry seasoned knots, and apply a thin coat of white shellac or other recommended knot sealer, before application of the priming coat. After priming, fill holes and imperfections in finish surfaces with putty or plastic wood-filler . Sandpaper smooth when dried.

D. Gypsum Wall Board: Treat all joints, nail heads and other depressions in the surface of the

wallboard, in accordance with the recommended manner, with a taped joint system by the gypsum wallboard manufacturer . Do not paint over gypsum wallboard work until taped joints are thoroughly dry and all walls have been primed.

E. Ferrous Metals: Tough-up shop-applied prime coats which have damaged or bare areas. Wire

brush, solvent clean, and touch up with the same primer as the shop coat.

F. Galvanized Surfaces: Clean free of oil and surface contaminates with an acceptable non

L. petroleum based solvent.

G. Aluminum : Remove film of oil and grease before painting by washing with bonding primer.

T:IDATA\71209610911ISpecs\005.doc PAINTING 09900-3

r.

r :

L

L

3.3 APPLICATION

A Apply paint by brush, roller, spray, or other acceptable practice in accordance with the

manufacturer's directions. Use brushes best suited for the type of material being applied. Use rollers of carpet, velvet back, or high pile sheep wool as recommended by the manufacturer for material and texture required.

B. The number of coats and paint film thickness required is the same regardless of the application

method. Do not apply succeeding coats until the previous coat has completely dried. Sand between each enamel or varnish coat application with fine sand paper, or rub surfaces with pumice stone where required to produce an even smooth surface in accordance with the coating manufacturer's directions.

C. Apply additional coats when undercoats, stains, or other conditions show through the final coat of

paint, until the paint film is of uniform finish, color and appearance.

D. Give special attention to insure that all surfaces, including edges corners, crevices, welds, and

exposed fasteners receive a film thickness equivalent of that of flat surfaces.

3.4 CLEAN-UP

A Thoroughly clean all spots, smears, spills, etc., remove from the site all discarded paint materials,

rubbish cans and rags at the end of each work day.

l :

I .

L

I....

END OF SECTION 09900

T: DATA\71209610911\Specs\005.doc PAINTING 09900-4

METAL BUILDING SYSTEMS 13122 - 1 T:IDATA\71209610911 \Specs\006 .doc

l

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

SECTION 13122

METAL BUILDING SYSTEMS

A. Drawings and general provisions of the Contract, including General Conditions apply to this

Section.

1.2 SUMMARY

A. This Section includes single-story, rigid-frame-type pre-engineered metal buildings of the nominal

length, width, eave height, and roof pitch indicated.

1. Exterior walls are covered with field-assembled wall panels attached to framing members

using exposed fasteners. Endwalls are expandable.

2. Roof system consists of the manufacturer's standard standing seam roof panels for the

building and exterior canopies .

l:

I .

I :

I

l .

I:

L

'--

3. Manufacturer's standard building components are accessories may be used, provided

components, accessories, and complete structure conform to design indicated and specified

requirements.

B. Related Sections: The following sections contain requirements that relate to this section:

1. Section 03300 "Cast-in-Place Concrete".

1.3 SYSTEM PERFORMANCE REQUIREMENTS

A. General: Engineer, design, fabricate and erect the pre-engineered metal building system to

withstand loads from winds, gravity, structural movement including movement thermally induced,

and to resist in-service use conditions that the building will experience, including exposure to the

weather, without failure.

1. Design each member to withstand stresses resulting from combinations of loads the produce

the maximum allowable stresses in that member as prescribed in MBMA's "Design Practices

Manual."

2. Wind Uplift Rating: Provide roof system with UL90 uplift rating.

B. Design Loads: Basic design loads, as well as auxiliary and collateral loads, are indicated on the

drawings .

1. Basic design loads include live load, wind load, and seismic load, in addition to the dead

load.

METAL BUILDING SYSTEMS 13122 - 2 T:IDATA\71209610911 \Specs\006 .doc

2. Collateral loads include additional dead loads over and above the weight of the metal building

system such as sprinkler systems and roof-mounted mechanical systems.

C. Structural Framing and Roof and Siding Panels: Design primary and secondary structural

members and exterior covering materials for applicable loads and combinations of loads in

accordance with the Metal Building Manufacturers Association's (MBMA) "Design Practices

Manual."

1. Structural Steel: Comply with the American Institute of Steel Construction's (AISC)

"Specifications for the Design, Fabrication and Erection of Structural Steel for Buildings" for

design requirements and allowable stresses.

2. Light Gage Steel: Comply with the American Iron and Steel lnstitute's (AISI) "Specifications

for the Design of Cold Formed Steel Structural Members" and "Design of Light Gage Steel

Diaphragms" for design requirements and allowable stresses.

3. Welded Connections: Comply with the American Welding Society's (AWS) "Standard Code

for Arc and Gas Welding in Building Construction" for welding procedures.

D. Deflections and Serviceability Requirements: As required by Standard Building Code. For criteria

not included in the building code use guidelines recommended in AISC "Serviceability Design

Considerations for Low-Rise Buildings".

E. Building Accessories : Provide metal building system accessories that comply with the following

criteria:

1. Hollow Metal Doors and Frames: Comply with the Steel Door lnstitute's SDl-100 for types,

I styles, and design requirements and with ANSI A 115 for hardware preparation.

2. Aluminum Windows : Comply with AAMA 101 for window-type designations and performance

requirements.

3. Glass: Comply with ASTM C 1036 for glass type, class, quality, style, kind, and form and

with recommendations of the Flat Glass Marketing Association 's (FGMA) "Glazing Manual".

1.4 SUBMITTALS

A. General: Submit the following in accordance with Conditions of the Contract and Division 1

Specification Sections.

1. Product data consisting of metal building system manufacturer's product information for

building components and accessories .

2. Shop drawings for metal building structural framing system, roofing and siding panels, and

other metal building system components and accessories that are not fully detailed or

dimensioned in manufacturer's product data. Provide drawings designed and stamped by a

Professional Engineer licensed in the State of Arkansas who is competent in seismic

structural design according to current standards of technical competence.

a. Structural Framing: Furnish complete erection drawings prepared by or under the

I:

l

METAL BUILDING SYSTEMS 13122 - 3 T: DATA\7\209610911\Specs\006 .doc

supervision of a professional engineer legally authorized to practice in the jurisdiction

where the Project is located. Include details showing fabrication and assembly of the

metal building system. Show anchor bolts settings and sidewall, endwall, and roof

framing. Include transverse cross-sections.

b. Roofing and Siding Panels: Provide layouts of panels on walls and roofs, details of

edge conditions, joints, corners, custom profiles, supports, anchorages, trim, flashings,

closures, and special details. Include transverse cross-sections.

c. Building Accessory Components: Provide details of metal building accessory

components to clearly indicate methods of installation including the following :

1) Sheet Metal Accessories: Provide layouts at X inch scale. Provide details of

gutters, downspouts, and other sheet metal accessories at not less than 1 Yi inch

scale showing profiles, methods of joining, and anchorages.

2) Personnel Doors: Provide elevations and details of each type of door and frame,

including anchors and reinforcement; show location and installation requirements

for finish hardware. Provide schedule of doors and frames suing the same

reference numbers for details and openings as those indicated on the drawings;

include complete hardware schedule.

3) Overhead Sectional Service Doors: Provide fully dimensioned details of

construction, including X-inch scale elevations of doors units and not less than %

inch scale details showing door sections, tracks, brackets, guides, hardware, and

method of operation.

4) Wiring diagrams from the manufacturer of motor operated overhead service doors

detailing power, signal, and control systems differentiating clearly between field

installed and manufacturer-installed wiring.

5) Aluminum Windows: Provide X-inch scale elevations of window units and not less

than %-inch scale details showing anchors, hardware, operators, and glazing

details.

B. Samples for initial selection purposes in form of manufacturer's color charts or chips showing full

range of colors, textures, and patterns available for metal roofing and siding panels with factory

applied finishes.

C. Professional engineer's certificate prepared and signed by the Professional Engineer, required in

A.2 above, verifying that the structural framing and covering panels meet indicated loading

requirements and codes of authorities having jurisdiction.

L 1.05 QUALITY ASSURANCE

A. Installer Qualifications: Engage an experienced Installer to erect the pre-engineered metal

building who has specialized in the erection and installation of types of metal buildings systems

similar to that required for this project.

L

l

13122 - 4 METAL BUILDING SYSTEMS T: DATA\71209610911\Sp ecs\006.doc

B. Manufacturer's Qualifications : Provide pre-engineered metal buildings manufactured by a firm

experienced in manufacturing metal buildings systems that are similar to those indicated for this

project and have a record of successful in-service performance.

C. Single-Source Responsibility: Obtain the metal building system components , including wall and

roof covering, and accessory components, from one source from a single manufacturer.

D. Design Criteria: The drawings indicate sizes, profiles, and dimensional requirements of the

pre-engineered metal building system. Metal building systems having equal performance

characteristics with deviations from indicated dimensions and profiles may be considered, provide

deviation do not change the design concept or intended performance. The burden of proof for

equality is on the proposer.

1.6 DELIVERY, STORAGE, AND HANDLING

A. Deliver prefabricated components, sheets, panels, and other manufactured items so they will not

be damaged or deformed. Package wall and roof panels for protection against transportation

damage.

B. Handling: Exercise care in unloading, storing, and erecting wall and roof covering panels to

prevent bending, warping , twisting , and surface damage.

1. Stack materials on platforms or pallets, covered with tarpaulins or other suitable weathertight

ventilated covering. Store metal wall and roof panels so that water accumulations will drain

freely. Do not store panels in contact with other materials that might cause staining, denting

or other surface damage.

1.7 WARRANTY

A. Roofing and Siding Panel Finish Warranty: Furnish the roofing and siding panel manufacturer's

written warranty, covering failure of the factory-applied exterior finish on metal wall and roof

panels within the warranty period including cracking, peeling, fading or excess ive deterioration

under normal weather and environmental conditions. This warranty shall be in addition to and not

a limitation of other rights the Owner may have against the Contractor under the Contract

l Documents.

1. Warranty period for factory-applied exterior finishes is 10 years for wall panels and 20 years

L for roof panels after the date of Substantial Completion .

B. Building Warranty : Provide warranty by manufacturer and contractor (installer) to guarantee

building free of defects in labor and materials including leaks and covering cost to correct and/or

replace defects including labor and materials for not less than two (2) years after the date of

substantial completion.

l.

L

l

METAL BUILDING SYSTEMS 13122 - 5 T:IDATA\ 71209610911\Specs\006.doc

1.8 EXTRA MATERIALS

A Maintenance Stock: Furnish at least 5 percent excess over required amount of nuts, bolts,

screws , washers, and other required fasteners for each metal building. Pack in cartons labels to

identify the contents and store on the site where directed .

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A Available Manufacturers: Subject to compliance with requirements , manufacturers offering metal

building systems that may be incorporated in the work include but are not limited to the following:

[ Butler Manufacturing Co. Ceco Building Division.

Gulf States manufacturers, inc.

Mesco Metal Buildings Corp.

Southern Structures, inc.

Star Buildings Division, H. H. Robertson Co.

Varco-Pruden Buildings.

2.2 MATERIALS

A Hot-Rolled Structural Steel Shapes: Comply with ASTM A 36 or A 529.

B. Steel Tubing or Pipe: Comply with ASTM A 500, Grade B, ASTM A 501, or ASTM A 53.

C. Steel Members Fabricated from Plate or Bar Stock: Provide 42,000 psi minimum yield strength.

Comply with ASTM A 529, ASTM A 570, or ASTM A 572.

D. Steel Members Fabricated by Cold Forming: Comply with ASTM A 607, Grade 50.

E. Cold-Rolled Carbon Steel Sheet: Comply with requirements of ASTM A 366 or ASTM A 568.

L F. Hot-Rolled Carbon Steel Sheet: Comply with requirements of ASTM A 568 or ASTM A 569.

G. Structural Quality Zinc-Coated (Galvanized) Steel Sheet: Comply with ASTM A 446 with G90

coating complying with ASTM A 525.

H. Bolts for Structural Framing: Comply with ASTM A 307 or ASTM A 325 as necessary for design

loads and connection details.

I. Thermal Insulation: Glass fiber blanket insulation, complying with ASTM C 991, of 0.5 lb per cu.

ft. density , thickness as indicated, with UL flame spread classification of 25 or less, and 2 inch

wide continuous vapor-tight edge tabs.

I :

I

L

l

METAL BUILDING SYSTEMS 13122 - 6 TIDATA\7120 9610911\Specs\006.doc

1. Vapor Barrier: Vinyl film where indicated.

2. Retainer Strips: At roof provide 26-gage (0.0179 inch) formed galvanized steel retainer clips

colored to match the insulation facing.

I 3. Thermal Blocks: 1" thick extruded polystyrene cut to fit over purlins.

J. Paint and Coating Materials: Comply with performance requirements of the federal specifications

indicated. Unless specifically indicated otherwise, compliance with compositional requirements of

federal specifications indicated is not required.

1. Shop Primer for Ferrous Metal: Fast-curing, lead-free, universal primer, selected by the

manufacturer for resistance to normal atmospheric corrosion, compatibility with finish paint

systems, and capability to provide a sound foundation for field applied topcoats despite

prolonged exposure . Comply with FS TT-P-645 .

2. Shop Primer for Galvanized Metal Surfaces: Zinc dust-zinc oxide primer selected by the

manufacturer for compatibility with substrate. Comply with FS TT-P-641 .

K. Glass and Glazing Materials: Provide glass complying with ASTM C 1036, of quality and type

indicated. Place manufacturer's label identification on each glass light.

1. Float Glass: Type I, Class 1, Quality q3, clear float glass.

2. Polished Wire Glass: Type II, Class 1, Form I, mesh M1, UL labeled, nominal % inch.

r: 3. Silicone Sealant: Single-component elastomeric silicone sealant complying with FS TT-S-

001543 , Class A, nonsag, and ASTM C 920 , Type S, Grade NS, Class 25, Uses G, A, and 0.

Provide low modulus nonacid curing type, except use acid type if channel surfaces are

porous.

4. Polysulfide Sealant: 2-component elastomeric polysulfide sealant complying with FS TT-S-

00227, Class A, Type 2, and ASTM C 920, Type M, Grade NS, Class 25, Uses G, A, and 0,

as applicable.

L 5. Glazing Tape: Preformed butyl-polyisobutylene glazing tape, complying with AAMA 807.1

packaged on rolls with release paper on side, with or without continuous spacer rod.

L 6. Face Glazing Compound: Comply with ASTM C 669.

7. Glazing Gasket: Extruded or molded close cell, integral-skinned preformed neoprene of

profile and hardness required to maintain watertight seal, complying with ASTM C 509, Type

II, black.

8. Setting Blocks: Neoprene, EPDM, or silicone setting blocks as required for compatibility with

glazing sealants, 80 to 90 Shore A durometer hardness.

9. Translucent Panels: Glass-fiber-reinforced polyester translucent plastic glazing panels

I

I

I

I .

L

L

METAL BUILDING SYSTEMS 13122 - 7 T:IDATA\7\209610911\Specs\006 .doc

I

I comply with ASTM D 3841, Type CC1, limited flammability , Grade 2, weather resistant,

crinkle finish both sides, weighing not less than 8 oz. per sq. ft. Match configuration of

adjacent metal panels. Color to be selected by Owner.

2.3 STRUCTURAL FRAMING

A. Rigid Frames: Provide factory-welded , shop-painted, rolled shape, built-up "1-beam"-shape or

open-web-type frames consisting of tapered or parallel flange beams and columns. Furnish

frames with attachment plates, bearing plates, and splice members. Factory drill for field-bolted

assembly. Provide length of span and spacing of frames indicated.

B. Primary Endwall Framing: Provide the following primary endwall framing members fabricated for

field-bolted assembly:

1. Endwall Columns: Manufacturer's standard shop-painted , built-up factory-welded "!"-shape.

2. Endwall Beams: Manufacturer's standard shop-painted, built-up, "I" shape.

f C. Secondary Framing: Provide the following secondary framing members:

1. Roof Purlins, Sidewall and Endwall Girts: "C"-or "Z"-shaped sections fabricated from

minimum 16 gage (0.0598 inch) shop-painted roll-formed steel.

2. Flange and Sag Bracing: Minimum 1% x 1% inch angles fabricated from 16 gage minimum

(0.0598 inch) shop painted roll-formed steel.

3. Base or Sill Angles : Fabricate from minimum 14 gage (0.0747 inch) cold-formed galvanized

steel sections.

D. Wind Bracing: Provide adjustable wind bracing using minimum % inch diameter threaded steel

L rods; comply with ASTM A 36 or ASTM A 572, Grade D.

E. Bolts: Provide shop-painted bolts except when structural framing components are in direct

contact with roofing and siding panels. Provide zinc-plated or cadmium-plated bolts when

structural framing components are in direct contact with roofing and siding panels.

F. Shop Painting: Clean surfaces to be primed of loose mill scale, rust, dirt, oil, grease, and other

matter precluding paint bond. Follow procedures of SSPC-SP3 for power-tool cleaning, cleaning, and SSPC-SP1 for solvent cleaning.

SSPC-SP7 for brush-off blasting

l 1. Prime structural steel primary and secondary framing members with the manufacturer's

standard rust-inhibitive primer.

l 2. Prime galvanized members, after phosphoric acid pretreatment, with manufacturer's

standard zinc dust-zinc oxide primer.

l

l

r_,

I

L

I,

L , ,

L

L

L

L

2.4 ROOFING AND SIDING PANELS

A. Wall Sheets: Fabricate wall panel sheets to the profile or configuration indicated from minimum

26-gage (0.00179 inch), structural quality, galvanized per ASTM A525, Class G90.

B. Building Roof Panels: From minimum 24-gage (0.0239 inch) structural quality, Galvalume

(aluminum-zinc alloy coated per ASTM A792) steel sheets. Provide standing steam roof panels

with mechanical attachment of roof panels to purlins by concealed clip.

C. Canopy Roof Panels: From minimum 24-gage (0.0239 inch) structural quality, Galvalume

(aluminum-zinc alloy coated per ASTM A792) steel sheets. Provide standing steam roof panels

with mechanical attachment of roof panels to purlins by concealed clip.

D. Fasteners: Self-tapping screws, bolts, nuts, self-locking rivets, self-locking bolts, end-welded

studs, and other suitable fasteners designed to withstand design loads.

1. Provide metal-backed neoprene washers under heads of fasteners bearing on weather side

of panels.

2. Use stainless steel fasteners.

3. Locate and space fastenings in true vertical and horizontal alignment. Use proper tools to

obtain controlled uniform compression for positive seal without rupture or neoprene washer.

4. Provide fasteners with heads matching color of roofing or siding sheets by means of plastic

caps or factory-applied coating.

E. Accessories: Provide the following sheet metal accessories factory-formed of the same material

in the same finish as roof and wall panels:

Flashings.

Closers.

Fillers.

Metal expansion joints .

Ridge covers.

Fascias.

F. Flexible Closure Strips: Closed-cell, expanded cellular rubber, self-extinguishing flexible closure

strips. Cut or premold to match configuration of roofing and siding sheets. Provide closure strips

where indicated or necessary to ensure weathertight construction .

G. Sealing Tape: Pressure-sensitive 100 percent solids grey polyisobutylene compound sealing tape

with release paper backing. Provide permanently elastic, nonsag, nontoxic, nonstaining tape %

inch wide and 1/8 inch thick.

H. Joint Sealant: One-part elastomeric polyurethane, polysulfide, or silicone rubber sealant as

recommended by the building manufacturer.

T: DATA\71209610911\Specs\006 .doc METAL BUILDING SYSTEMS 13122 - 8

L

I

I I. Wall Panel Finish: Provide "Kynar'' Finish to galvanized steel wall panels, and related trim and

accessory elements. Apply finish coat on exterior facings .

1. Clean galvanized steel with an alkaline compound, then treat with a zinc phosphate

conversion coating, and seal with a chromic acid rinse.

2. Exposed Panel Surface: Apply "Kynar" Finish to pretreated steel sheet, as recommended by

metal building manufacturer.

3. Back Panel Surface: Apply baked-on silicone polyester coating to pretreated steel sheets, in

one or more coats to achieve a minimum dry film thickness of 0.5 mils on the back panel

surface.

4. Color: As selected by the Owner from the manufacturer's standard colors.

J. Translucent Wall Panels: Glass-fiber-reinforced polyester translucent plastic glazing panels

complying with ASTM D 3841, Type CC1, limited flammability, Grade 2, weather resistant, crinkle

finish both sides, weighing not less than 8 oz. per sq. ft. Match configuration of adjacent metal

panels.

2.5 SHEET METAL ACCESSORIES

A General: Provide coated steel sheet metal accessories with coated steel roofing and siding

panels.

B. Gutters: Form in long sections, complete with end pieces, outlet tubes, and other special pieces

as required. Size in accordance with SMACNA. Join sections with riveted and soldered or sealed

joints. Furnish gutter supports spaced 36 inches or less on center, constructed of same metal as

gutters. Finish to match wall panels with color selected by Owner.

C. Downspouts: Form in 10 foot long sections, complete with elbows and offsets. Join sections with

1 inch telescoping joints. Provide fasteners designed to hold downspouts securely 1 inch away

form walls; locate fasteners at top and bottom and at approximately 5 feet on center in between.

Finish to match wall panels with color selected by Owner.

D. Interior Gutters: Provide interior gutters and downspouts as indicated on drawings.

L 2.06 PERSONNEL DOORS

A Materials: Fabricate personnel doors and frames from commercial quality, cold-rolled carbon

steel sheet or commercial quality hot-rolled, pickled and oiled carbon steel sheet.

1. Zinc-coated Steel Sheets: Comply with ASTM A 526; with G60 coating complying with ASTM

A 525, mill phosphatized.

B. Anchors and Accessories : Provide manufacturer's standard units. For items built into exterior

walls, use galvanized units complying with ASTM A 153.

L T:\DATA\7\2096\0911 \Specs\006 .doc METAL BUILDING SYSTEMS 13122 - 9

I

I

I

r

L

L

I

I C. Doors: Provide doors of types and styles indicated. Comply with SDl-100 for material quality,

metal gages, and construction details. SDI Grade 1, model 2.

D. Frames: Provide frames of the types and sizes indicated. Comply with SDl-100 for material

quality, metal gages, and construction details 16 gage minimum.

1. Provide standard hollow metal frames for doors, transoms, sidelights , borrowed lights, and

other openings as indicated.

2. Prepare frames to receive 3 silencers on strike jambs of single door frames and 2 silencers

on heads of frames for pairs of doors.

E. Fabrication: Fabricate units to be rigid, neat in appearance, and free from defects, warp, or

buckle. Provide continuous welds on exposed joints ; grind, dress, and make welds smooth, flush ,

and invisible.

F. Hardware: Prepare hollow metal units to receive mortised and concealed finish hardware,

including cutouts, reinforcing, drilling, and tapping . Comply with ANSI A 115.

1. Reinforce to receive field-applied , surface-mounted finish hardware.

2. Locate finish hardware in accordance with "Recommended Locations for Builder's

Hardware," published by the Door and Hardware Institute.

3. Provide hardware for each door leaf, as follows :

I . Hinges: 1Yz pair, steel, template hinges, 4Yz inch by 4Yz inch.

Trim and Locksets: As indicated on drawings.

I . Threshold: Extruded aluminum (exterior doors only).

[, Silencers: Pneumatic rubber type for metal frames.

Closer: Corbin DC series (or approved equal).

L G. Shop-paint exposed surfaces, including galvanized surfaces, using manufacturer's standard

baked-on rust-inhibitive primer.

I 2.07 SECTIONAL OVERHEAD DOORS

A Provide complete operating sectional overhead door assemblies including frames , sections,

L brackets, guides, tracks , counterbalance, hardware, operators, and installation accessor ies.

B. Steel Door Sections: Construct door sections from 24-gage (0.0239-inch) , Grade A, structural

quality carbon steel sheets with a minimum yield strength of 33,000 psi.

1. Exterior Face: Manufacturer 's standard flat, ribbed, or fluted exterior section face.

T:\DATA\ 71209610911\Specs\006.doc METAL BUILDING SYSTEMS 13122 - 10

._

I .

I :

METAL BUILDING SYSTEMS 13122 - 11 T: DATA\71209610911\Specs\006 .doc

2. Fabricate sections from a single sheet to provide units not more than 24 inches high and

nominal 2 inches deep. Roll horizontal meeting edges to form a continuous shiplap,

rabbeted, or keyed weatherseal with a continuous reinforcing flange.

3. Enclose open section with 16-gage (0.0598-inch) galvanized steel channel end stiles welded

in place. Provide intermediate stiles, cut to door section profile, spaced not more than 48

inches on center and welded in place.

4. Reinforce bottom section with a continuous channel or angle conforming to bottom section

profile. Reinforce sections with continuous horizontal and diagonal reinforcing, as required

by door width, and design wind loading.

5. Finish by cleaning, pretreating, and applying the manufacturer's standard prime coat to both

door faces after forming.

C. Tracks : Provide complete galvanized steel track assembly including brackets, bracing, and

reinforcing for rigid support of ball-bearing roller guides, as required for type and size of door.

Size track assembly for door size and weight; design for clearances indicated. Slot vertical

r : sections of track at 2 inches on center for door drop safety device. Slope tracks at proper angle

from vertical, or otherwise design to ensure tight closure at jambs when door unit is closed. Weld

or bolt to track supports .

D. Track Reinforcement and Supports: Provide galvanized steel track reinforcement and support

members. Secure, reinforce, and support tracks as required for size and weight of door to

provide strength and rigidity and to ensure against sag, sway, and detrimental vibration during

opening and closing.

E. Weather Seals: Continuous rubber, neoprene, or flexible vinyl adjustable weatherstrip gasket on

top and compressible astragal on the bottom of each overhead door.

F. Hardware: Heavy-duty, rust-resistant hardware, with galvanized, cadmium-plated, or stainless

steel fasteners to suit type of door.

1. Hinges: Provide heavy steel hinges at each end stile and at each intermediate stile in

accordance with manufacturer's recommendations for the type of door.

2. Rollers: Provide heavy-duty rollers with steel ball bearings in case-hardened steel races,

mounted with varying projections to suit slope of track. Provide case-hardened steel roller track size.

tires of diameter to suit

L 3. Lifting Handles: Provide galvanized steel lifting handles on inside and outside of doors.

4. Locking Bars: Provide cremone-type locking bar, operable from inside and outside .

Fabricate locking device assembly with mortise lock, spring-loaded dead bolt, chromium

plated operating handle, cam plate and adjustable locking bar to engage through slots in

track, and lock cylinder.

5. Counterbalance : Torsion spring counterbalance assembly consisting of adjustable-tension ,

tempered steel torsion springs mounted on a case-hardened shaft.

I .

I .

l

l

METAL BUILDING SYSTEMS 13122 - 12 T:IDATA\71209610911\Specs\006.doc

I

I 6. Electric Door Operator: Electric operator assembly of size and capacity recommended and

provided by door manufacturer, complete with electric motor and factory prewired motor

controls, gear reduction unit, solenoid operated brake, clutch, remote control stations, and

control devices.

a. Electric Motors: High-starting torque, reversible, constant duty, Class A insulated

electric motor with overload protection, sized to move the door in either direction, from

any position.

b. Remote Control Station: Surface-mounted, interior type, heavy duty, full geared,

momentary contract, 3-button control station, with push-button controls labeled "open",

"close", and "stop" in general-purpose NEMA Type 1 enclosure.

c. Automatic Reversing Control: Furnish each door with automatic safety switch,

extending full width of door bottom, located within neoprene or rubber astragal mounted

to bottom rail of the door. Contact with switch shall immediately reverse downward door

travel.

2.8 FABRICATION

A. General: Design prefabricated components and necessary field connections required for erection

to permit easy assembly and disassembly.

1. Fabricate components in such a manner that once assembled, they may be disassembled,

repackaged, and reassembled with a minimum amount of labor.

2. Clearly and legibly mark each piece and part of the assembly to correspond with previously

prepared erection drawings, diagrams, and instruction manuals.

B. Structural Framing: Shop-fabricate framing components to indicated size and section with base

plates, bearing plates, and other plates required for erection, welded in place. Provide holes for

anchoring or connections shop-drilled or punched to template dimensions .

1. Shop Connections: Provide bolted or welded shop connections.

2. Field Connections : Provide bolted field connections.

L PART 3 - EXECUTION

3.1 ERECTION

A. Framing: Erect framing true to line, level, plumb, rigid, and to supporting structures .

B. Purlins and Girts: Provide rake or gable purlins with tight-fitting closure channels and fascias .

Locate and space wall girts to suit door and window arrangements and heights. Secure purlins

I .

METAL BUILDING SYSTEMS 13122 - 13 T: DATA\7120961091 1\Specs\006.doc

I

and girts to structural framing and hold rigidly to a straight line by sag rods. Girts shall be inset in

exterior wall sections of the warehouse . Girts shall be bypass in exterior wall sections of the

I Business Office.

C. Bracing: Provide diagonal rod or angle bracing in roof and sidewalls as indicated.

D. Framed Openings: Provide shapes of proper design and size to reinforce openings and to carry

loads and vibrations imposed, including equipment furnished under mechanical and electrical

work. Securely attach to building structural frames .

3.2 ROOFING AND SIDING

A. General: Arrange and nest sidelap joints so prevailing winds blow over, not into, lapped joints .

Lap ribbed or fluted sheets one full rib corrugation . Apply panels and associated items for neat

and weathertight enclosure. Avoid "panel creep" or application not true to line. Protect factory

finishes from damage.

I: 1. Field cutting of exterior panels by torch is not permitted.

2. Flash and seal roof panels at eave and rake with rubber, neoprene, or other closures to

exclude weather.

B. Standing-Seam Roof Panels: Fasten roof panels to purlins with concealed clips in accordance

with the manufacturer's instructions .

1. Install clips at each support with self-drilling fasteners .

2. At end laps of panels, install tape sealant between panels.

I: 3. Machine seam side laps with factory applied sealant to form weathertight joint.

C. Lap Seam Roof Panels: Provide sealant tape at lapped joints of ribbed or fluted roof sheets and

between roof sheets and protruding equipment, vents, and accessories.

1. Apply a continuous ribbon of sealant tape to clean, dry surface of the weather side of

fasten ings on end laps, and on side laps of corrugated nesting-type, ribbed, or fluted panels

and elsewhere as needed to make roof sheets weatherproof to driving rains.

L 2. Install screw fasteners with power tools having controlled torgue.

D. Wall Sheets: Apply elastomeric sealant continuously between metal base channel (sill angle) and

concrete and elsewhere as necessary for waterproofing . Handle and apply sealant and backup in

accordance with the sealant manufacturer's recommendations .

1. Align bottom of wall panels and fasten panels with blind rivets, bolts, or self-tapping screws.

Fasten flashings and trim around openings and similar elements with self-tapping screws.

I

I

I.

I .

I.

L

L

METAL BUILDING SYSTEMS 13122 - 14 T:IDATA\71209610911\Specs\006 .doc

Fasten window and door frames with machine screws or bolts. When building height

requires two rows of panels at gable ends, align lap of gable panels over wall panels at eave

height.

2. Install screw fasteners with power tools having controlled torque adjusted to compress

neoprene washer tightly without damage to washer, screw threads, or panels. Install screws

in predrilled holes.

3. Provide weatherproof escutcheons for pipe and conduit penetrating exterior walls.

E. Sheet Metal Accessories : Install gutters, downspouts, and other sheet metal accessories in

accordance with manufacturer's recommendations for positive anchorage to building and

weathertight mounting. Adjust operating mechanism for precise operation.

F. Thermal Insulation: Install insulation concurrently with installation roof panels in accordance with

manufacturer's directions. Install blankets straight and true in one-piece lengths with both sets of

tabs sealed to provide a complete vapor barrier. Locate insulation on underside of roof sheets,

extending across the top flange of purlin members and held taut and snug to roofing panels with

wire mesh. Install wire mesh, straight and taut, nesting with roof rib to hold insulation in place. No

insulation is required in wall panels except office building area.

3.3 HOLLOW METAL DOORS AND FRAMES

A. Install doors and frames straight, plumb, and level. Securely anchor frames to building structure .

Set units with 1/4-inch maximum clearance between door and frame at jambs and head and %

inch maximum between door and floor. Adjust hardware for proper operation.

3.4 OVERHEAD SECTIONAL DOORS

A. Set doors and operating equipment with necessary hardware, jamb and head mold stops,

anchors, inserts, hangers, and equipment supports in accordance with manufacturer's

instructions. Adjust moving hardware for proper operation.

L 3.05 CLEANING AND TOUCH-UP

A. Clean component surfaces of matter that could preclude paint bond. Touch up abrasions, marks,

skips, or other defects to shop-primed surfaces with same type material as shop primer.

L END OF SECTION 13122.

I

L

• •

.. -

I

>

v /

_3-. o\-\f

I

I

I

I

z

I

- -

r

GEN ER AL NOTE S 1. THE APPROXIMATE LOCATION OF KNOWN UTILITIES AND SUBSURFACE

STRUCTUR ES AS SHOWN HEREON ARE BASED ON ABOVE-GROUND 'v1SIBLE STRUCTURES AND RECORD DRAWINGS PRO'v1DED. LOCATIONS OF UNDERGROUND UTILITIES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED . THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION OF THESE AND ALL OTHER SUBSURFACE AND/OR LATENT FACILITIES PRIOR TO BEGINNING WORK. ALL REPAIRS OR RELOCATIONS NECESSAR Y SHALL BE MADE AS REQUIRED BY THE OWNER OF THE UTILITY OR STRUCTURE AND THE COST OF SUCH REPAIRS NECESSARY SHALL BE BORNE BY THE CONTR ACTOR.

ENGI NEERI NG, I NC.

928 AIRPORT ROAD

HOT SPRINGS, AR 71913 (PH) 501-767-2366 (FAX) 501-767-6859

(EMAIL) info@bnfeng .com

2. ALL STREETS, WALKS, DRIVES, DRAINAGE STRUCTUR ES, FENCES, UTILITIES, ETC. THAT ARE DISTURBED DURING CONSTIRUCTION EITHER INSIDE OR OUTSIDE THE PROPERTY LINE OR DESIGNATED WORK LIMITS SHALL BE RESTORED TO THEIR ORIGINAL OR BEffiR CONDITION USING LIKE MATERIALS. COST OF SUCH REPAIRS SHALL BE BORNE BY THE CONTR ACTOR UNLESS PRO'v1SION FOR PAYMENT IS MADE IN THE PROPOSAL.

3. ARK ANSAS STATE LAW. THE UNDERGROUND FACILITIES DAMAGE ACT, REQUIRES TWO WORKING DAYS ADVANCE NOTIFlCATION THR OUGH THE ARK ANSAS ONE-CALL SYSTEM CENTER BEFORE EXCAVATING USING MECHANIZED EQUIPMENT OR EXPLOSIVES (EXCEPT IN THE CASE OF AN EMERGENCY). THE ONE-CALL SYSTEM TELEPHONE NUMBER IS 1-800-482-8998. THE CONTR ACTOR IS AD'v1SED THAT THERE IS A SEVERE PENALTY FOR NOT MAKING THIS CALL. NOT ALL UTILITY COMPANIES AR E MEMBERS OF THE ARK ANSAS ONE-CALL SYSTEMS; THEREFORE , THE CONTRACTOR IS AD'v1SED TO CONTACT ALL NON-MEMBERS AS WELL AS THE ONE-CALL SYSTEM.

4. ALL WORK ON PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE RESPECTIVE

CONSTRUCTION STAND ARDS OR PERMITTING REQUIREMENTS.

()

I 0

I ()

I (0

G J0

....- - -....

........•-<.,.<(, OF AUl:••••• (;'?'-. ;)'-*'••'!.

!i.J... B • F N :\- EN GINEERING. I NC. : :ct No. 110 - :

!. !. l •. A ,.

•..,,.••'.7....

R...

k..A......

5...

s....

.........

5. THESE DRAWINGS ARE INTENDED TO REPRESENT TOPOGRAPHIC AND SITE FEATURES ANO ARE NOT INTENDED TO REPRESENT PROPER TY BOUNDARY LINES.

6. SUBSURFACE AND EN'v1RONMEN TAL CONDITIONS WERE NOT INVESTIGATED NOR ARE REPRESENTED ON THESE DRAWINGS. NO STATEMENT IS MADE CONCERNING THE EXISTENCE OF UNDERGROUND OR OVERHEAD CONTAINERS OR FACILITIES THAT AFFECT THE USE OR IMPLEMENTATION OF THE WORK SHOWN HEREON.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS, FEES, AND

ASSOCIA TED COSTS REQUIRED FOR THE PROJECT UNLESS NOTED OTHERWISE. PERMITS, FEES, AND ASSOCIATED COSTS SHALL BE CONSIDERED INCIDENTAL

I"

w I 0

- -·

w I

I \ ·

..

G .----:--

..-· G

. . G ----.--·

()

I ()

I ()

TO THE WORK.

8. DURING CONSTRUCTION ACTI'v1TIES , FlELD CONDITIONS MAY DICTATE THE

. I

I . --....._...•..... . \. . L:LJ . I

IMPLEMENTATION OF PLAN RE'v1SIONS THAT WOULD BETTER FACILITATE THE I .

DESIGN INTENT OF THESE DRAWINGS. THE CONTIR ACTOR SHALL SUBMIT SAID l

PROPOSED RE'v1SIONS TO THE ENGINEER OF RECORD AND JURISDICTIONAL ( AGENCIES FOR RE'v1EW AND ACCEPTANCE PRIOR TO FlELD IMPLEMENTATION. (\

\

9. THE CONTRACTOR SHALL PRO'v1DE ALL LIGHTS, SIGNS, BARRICADES, FlLAG \

MEN, OR OTHER DE'v1CES NECESSARY TO PRO'v1DE FOR PUBLIC SAFETY IN \ WITH THE CURRENT MANUAL FOR UNIFORM TRAFFIC CONTROL \

I /.

I / .

. .............._ 0 . . ()

/ I \ I

ACCORDANCE DE'v1CES (M.U.T.C.D.). THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS AT AND ADJACENT TO THE JOB SITE,

OF THE WORK. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT /

I I

I

' I .

\ \ '

\.

.. ·:i: \

INCLUDING SAFETY OF ALL PERSONS AND PROPER TY DURING PERFORMANCE BE LIMITED TO NORMAL WORK HOURS.

.I I . . (

y ."/

/ I CITY (OWNER) TO AMEND ASPHALT EDGE WITH NEW SURFACE

. l:.1.J · \

0 . \

() <(

I wa::

. I ./ c_, <(

I /°)> I / /

I y /

/ /

.

, o --·/

}I · W . I I

I I .9 ( I

I (

u.. u..

<( 0

'- --v I .

/ I . "'

) ·. _J

Cl.

1 ··. /;)) I . L

· I I E-- _....::Qr\'--

a_0a::

( . I ......_ --------

I. . I

I . I \-\( ------- I . / . . . _ --------------- 0 I

. ; . I o0t- r ..

:; ..

I 0

::> > C/J (9

: . I . .

r • . I

I

-· 0 Cf) 0:::

I --'(-

- I z / . · · · o''(' -, /

;·· ( . . I Q\-\ . . . CONSTIRUCT W AREA DRAIN OVER EXISTING STORM DRAIN

/"i NO TE TO BIDDER S PROSPECTIVE BIDDERS TO 'v1SIT THE SITE A T 214 SER'v1CES

Cf) <( _J

a.. C/J f-

.. .

FOR AREA DR IN CONNECTION. FIEUD MEASURE DEPTH OF BO AND GRATE ELEVATION. CONFIRM WITH ENGINEER PRIO TO ANY CONSTRUCTION. I

,f I,.-- -- -- -- -: LANE, HOT SPRINGS, AR 71901 TO WITNESS CITY "IN-KIND" SER'v1CES PERFORMED I.E. SITE PREPARATION AND SUBGR ADE EXCAVATION. APPOINTIMENT SHOULD BE MADE IN ADVANCE WITH

_J u 0

u I

SAW CUT EXIST. ASPHALT TO ACCOMMODATE J:> 1 RANDY ATK INSON. PHONE #: (501) 321 -6911

w _J LL

I (,-., I I

I

Ii


FlNISH

BUILDIN

-

I

/

/

/

/

\

/"i 0 NEW CONC. APRON .!:

1

A . I I 1 CONC. APRON I 11

. I ,f

- -- en co :::> Cl. 0

; 1 I L - - - - - - - - -

I K EY NOTES

BY DATE

I I ,f I

)

/ / ) / /

./ /

/

(j) NEW OVERHEAD ELECTRIC LINE & NEW METER, CONTRACTOR TO COORDINATE LIGHTING, PANEL LOCATION AND EQUIPMENT

Design JWR 4/16

Drawn EGB 4/16

/

/ /

/ /

/ / / /

,f / /

REQUIREMENTS WITH OWNER AND/OR ENTERGY. OWNER TO PAY FOR LABOR AND MATERIALS RELATED TO ELECTIRICAL WORK. BALER BUIUDING FINISH FLOOR IS TO MATCH ELEVATION OF THE

CONTROL JOINT OF THE TRUCK WASH FACILITY APPROACH I

Checked

Survey

- - -·----=---------=--'. \

\

/ /

/ / RAMP. CONTRACTOR TO CONFIRM WITH OWNER AND ENGINEER, I / FINISHED FLOOR ELEVATION AND FORMWORK, PRIOR TO PLACING

I REINFORCING BARS. I

I I I I

/ /

Fld.Bk. #

Rev. #

\ NEW SEWER SER'v1CE LINE /

\ /

\ /

B&F PROJ. 7-2096-091 1

FILE NAME: 001.dwg

\ \ I I

'--- - ------

562 -

---

/

( PROPOSED BALER BUILDING < PBR P \

\ COLOR

\ COORDI . /

ISSUE DATE : 4/21/16

SITE LAYOUT

/ I /

/ /

/ /

_./

10 8 6 4 2 0 5 10 20

SCALE: 1" = 10'

PLAN

C1 .0 r REV. # REV. DATE BY REVISIONS

.

\

I

/

@-

I

I \ I

ANEL WITH "KYNAR" TO MATCH EXISTING NATE WITH OWNER __

GS

•'

0 · . · . ·

-

CL

ENG INEER ING, INC.

SEALANT SHALL BE SONNEBORN SONOMERIC 1 SEALANT MANUFACTURED BY BASF CORPORATION

OR APPROVED EQUAL; INSTALL SEALANT PER

MANUFACTURER 'S RECOMMENDATIONS

2'-0" MINIMUM

EXPANSION JOINT w/ SEALANT;

TYP. EA. SIDE

CONC. SLAB; TYP. EA. SIDE

928 AIRPORT ROAD HDT SPRINGS, AR 71913

(PH) 501·767-2366

(FAX) 501 767-6859 (EMAIL) [email protected]

: ,

•. . . •. . . .

. .

.. • • ,.

• 4.• . .

\ /(Y'.(\%( . . . ·" ;0. .'/.y .

(5) #5 BARS CONT. : • ' • • ' • : ·• • : / 'Y."x12" SMOOTH DOWELS @ 12" O.C. MAX.;

. . . " .• . •. >,: EMBED 6" w/ SIMPSON SET EPOXY OR

#4 BARS @ 16" O.C. A ·K_'< APPROVED EQUAL (THIS END); TYP. EA. SIDE

·'\Y{('\{Zy;(\%<?:;>)';>

I

q. "' I

-----

r;: ------:;-i I I I

I I I I I

I

.

VARIES

VARI ES

FIBERGLASS TIRENCH DRAIN MODEL KS100S w/

SLOTTED STAINLESS STEEL GR ATE MANUFAC TURED BY ACO OR ENGINEERED APPROVED EQUAL; GRATE

TO HAVE CLASS D LOADING

GREASE (THIS END); TYP. EA. SIDE

o o

w -..I,. )

Ca

L:

I I I I I I I

VARIES ES

TRENCH DRAIN SPECIFJCATIQNS

GENER AL: THE SURFACE DRAINAGE SYSTEM SHALL BE SIMILAR OR EQUAL TO ACO DRAIN S200 COMPLETE \\1TH CLASS D GRATINGS SECURED \\1TH 'POWERLOK ' LOCKING AS MANUFACTURED BY ACO POLYMER PRODUCTS, INC. OR APPROVED

-+--+--+-- .L: ------:'J I

(4'-0" MIN.)

\ -{4) #6 x 3'-6 " DIAGONALS

.

\_ #6 !l 6" 0.C.E.W.

EQUAL. SHOP DRA\\1NGS TO BE SUBMlffiD TO ENGINEER FOR APPROVAL PRIOR TO ORDERING.

MATERIALS: THE TRENCH SYSTEM BODIES SHALL BE MANUFAC TURED FROM POLYESTER POLYMER CONCRETE \\1TH MINIMUM PROPER TIES AS FOLLOWS:

COMPRESSIVE STRENGTH: 14,000 PSI

AD PLAN SCALE: N.T.S.

#5 BARS @ 6" O.C.E.W.

JB REINFOR CING PLAN SCALE: N.T.S.

C.I. RING & COVER (JCT. BOX) OR

AD REINFOR CING PLAN SCALE: N.T.S.

NOTES ON AREA DR AINS & JUNCTION BOXES

---- -7- FINAL GRADE

FLEXUR AL STRENGTH: 4,000 PSI WATER ABSORPTION 0.07% FROST PROOF SALT PROOF DILUTE ACID AND ALKALI RESISTANT

THE NOMINAL CLEAR OPENING SHALL BE 4" \\1TH OVERALL \\1DTH OF 5.91". PRE-CAST UNITS SHALL BE MANUFACTURED \\1TH EITHER AN INVERT SLOPE OF 0.6% OR \\1TH NEUTIR AL INVERT. EACH UNIT \\ill FEATURE A FULL

FRAME & GRATE {AREA DRAIN)

TOP ELEV. ' r,t4,'ij "="'="r;::::;: STANDARD 90' HOOK

ON VER TICAL BARS H-lSIDE INLET OPENING

#5' s @ 12" O.C.E.W WHERE SH0\\1N ON PLANS

SIDE OPENING INV. ELEV. '

CONCRETE INVERT SHAPED

1. SLOPE FLOOR OF BOX MINIMUM OF I% IN DIRECTION OF FLOW.

2. ALL REINFORCEMENT SHALL BE GRADE 6D NEW STEEL DEFORMED BARS, UNLESS OTIHER\\1SE SH0\\1N.

3. FRAMES & GRATE (OR COVER) TO BE

BACKFILL MATERIAL FROM TIRENCH EXCAVATION UNDER ROADWAYS BACKFILL SHALL BE AHTID CLASS 7 AGGREGATIE COMPACTED TO 95% MOD. PROCTOR DENSITY IN 4" UFTS.

RADIUS IN THE TRENCH BOTTOM AND A MALE TO FEMALE INTIERCONNECTING END PROFILE. UNITS SHALL HAVE HORIZONTAL CAST IN ANCHORING FEATURES ON TIHE OUTSIDE WALL TO ENSURE MAXIMUM MECHANICAL BOND TO TIHE SURROUNDING BEDDING MATERIAL. TIHE DUCTILE IRON EDGE RAIL \\1LL BE INTEGRALLY CAST IN BY THE MANUFACTURER TO ENSURE MAXIMUM HOMOGENEITY BETWEEN POLYMER CONCRETE BODY AND EDGE RAIL. EACH EDGE RAIL SHALL BE

PIPE 1.D. TO CONFORM TO PIPES.

#5 BARS DOWELED

INTO WALL 24"

MACHINED MATCHED MATING SURFACES. UNLESS OTHER\\1SE SH0\\1N.

<(

4. AREA DRAINS TO BE REMOVABLE 24"x 24" IRON GRATIE 0

SELEC T MATERIAL SHALL BE

AT LEAST 1/4" TIHICK.

GRATES: GRATES SHALL BE SLOffiD DUCTILE IRON. AFTER REMOVAL OF GRATES TIHERE SHALL BE UNINTERRUPTED ACCESS TO THE TRENCH TO AID MAINTENANCE.

,I,N,,V"".-_.E,,L,E,,,V.c.'-jtr #5 BARS @ 12" O.C.E.W.

1 5·I a·IVARIES-PIPE 0.0. + 1tl a·l 5·1 {4'-0" MIN.)

• SEE PLANS FOR

AND FRAME; H20 LOADING. w

CL

5. JUNCTION BOXES IN TIR AFFIC AREAS HEAVY DUTY TRAFFIC TYPE FRAME & COVER l\1TH COMBINED MIN. WEIGHT = 250 LBS.

PIT RUN OR WASHED GR AVEL FREE OF MATERIAL OR STONES LARGER TIHAN ONE (1) INCH IN

ANY DIMENSION AND THOR OUGHLY

SHOVEL SLICED UNDER PIPE HAUNCHES.

INSTALLA TION:

THE TIRENCH DRAIN SYSTEM SHALL BE INSTALLED IN ACCORDANCE l\1TH THE MANUFACTURER 'S INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS. CONNEC T TIRENCH DRAIN FLOW TO ADJACENT DRAINAGE STIRUCTURE.

SECTION SCALE: N.T.S.

ELEVATIONS 6. JUNCTION BOXES IN NON- TIR AFFIC AREAS STANDARD DUTY FRAME & COVER \\1TH COMBINED MIN. WEIGHT = 150 LBS. MINIMUM REQUIRED

FOR PROPER DRAINAGE

TR ENCH DR AI N DETAI L SCALE: N.T.S.

AR EA DR AI N & JUN C TI ON BO X D ETAI L

SCALE: N.T.S.

S TOR M DR AIN TR ENCH DETAIL - TYP ICA L

SCALE N.T.S.

Cf) _J

<( 1- w 0 w (9 <(

z <( 0:: 0

<( w 0:: <(

LL LL 0 a_ 0 0:: 0

>- (/) (/) <.(..

u u

... en :::> a_

Cl)

z 0:: a.. Cl)

lo I LL

0

-u

BY DATE

Design JWR 4/16

Drawn swo 4/16

Checked

Survey

Fld.Bk. #

Rev. #

VARIES

'-..1./ .

'- /

"" /

/

' t;

'--'>, V"' A ]'-

-

I .

VARIES

"'

--VARI

I


C1 . 1

B&F PROJ. 7-2096-0911

FILE NAME: 001

ISSUE DATE: 4/21/16

10 B 6 4 2 0

5 10 20

DRAINAG E DETAILS

SCALE: 1" = 10'

REV. # REV. DATE BY REVISIONS

I REV. # IREV. DATE I BY I REVISIONS

.- ..

••' ' ..

.+

s

1( f!rrt

I L

• •

.,.

z 0

=> a..

w - CJ

u

s -

CJ

ca

GENER AL NOTES CONCR ETE R EINFOR CING STEEL METAL BUILDING DESIGN

• ..

1. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS FULLY COMPLETED. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE TO ENSURE THE

1. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615 OR A 706 , GRADE 60, UNLESS NOTED OTHER\\1SE 1. METAL BUILDING STRUCTUR AL ELEMENTS SHALL BE DESIGNED BY A STRUCTURAL ENGI NEER ING, I NC.

SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES THE ADDITION OF ANY

SHORING, TEMPOR AR Y BRACING, GUYS OR TIE-DOWNS WHICH MIGHT BE NECESSARY. SUCH MATERIAL SHALL REMAIN

THE CONTRACTOR'S PROPER TY AFTER COMPLETION OF THE PROJECT.

2. IT IS SOLELY THE CONTRACTOR 'S RESPONSIBILITY TO FOLLOW ALL APPLICABLE SAFETY CODES AND REGULATIONS DURING ALL PHASES OF CONSTRUCTION.

3. THESE SPECIFlCA TIONS ARE THE MINIMUM MATERIAL AND METHOD REQUIREMENTS. LOCAL CODE AND MANUFACTURER REQUIREMENTS WHEN IN EXCESS OF THESE MINIMUMS SHALL CONTROL.

4. ALL DIMENSIONS ON THE STRUCTUR AL DRAWINGS SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS. THE DIMENSIONS SHOWN ON THE ARCHITECTUR AL DRAWINGS SHALL TAKE PRECEDENCE OVER THE STRUCTUR AL DRAWINGS.

5. DESIGN LOADING - ARK ANSAS FlRE PREVENTION CODE - 2012 EDITION:

BUILDING IMPORTANCE CATEGORY - JI SEISMIC FACTOR lE ;1.0

SNOW FACTOR ls ; 1.0

WIND FACTOR lw ; 1.0

ROOF LIVE LOAD (NOT LESS THAN THE FOLLOWING)

TRIBUTAR Y AREA LOAD

A " 200 SF 20 PSF A ;200-600 SF 20(1.2 - 0.001A) PSF

A 600 SF 12 PSF

ROOF COLLATER AL LOAD - 2 PSF

GROUND SNOW LOAD Pg ;10 PSF

\\1ND LOAD (ASCE 7-10) V ;115 MPH (ASCE 7 BASIC \\1ND SPEED)

lw ; 1.0 (ASCE CATEGORY ll)

EXPOSURE - B

SEISMIC DESIGN DA TA (ASCE 7)

SEISM IC USE GROUP - ll; lE ;1.00

RESPONSE COEFFIC IENTS Sos ;0.178

S01 ;0.080

sm CLASS ;B

DESIGN CATEGORY ;B

BASIC SEISMIC - FORCE RESISTING SYSTEM

ORDINARY STEEL MOMENT FRAMES

ANALYSIS PROCEDURE ;EQUIVALENT LATERAL FORCE

2. ALL REINFORCING SHALL BE DETAILED, FABRICATED, AND PLACED IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN CONCRETE INSTITUTE DETAILING MANUAL

3. ALL REINFORCING SHALL BE SUPPOR TED TO FORMS, SPACED \\1TH NECESSAR Y ACCESSORIES AND SHALL BE SECURELY \\1RED

TOGETHER . IN ACCORDANCE \\1TH THE LATEST EDITION OF THE CRSI "MANUAL OF STANDARD PRACTICE.

4. MINIMUM CONCRETE COVER, UNLESS NOTED OTHER\\1SE UNFORMED SURFACE IN CONTACT \\1TH THE GROUND ................................ .. 3 IN. FORMED SURFACES EXPOSED TO EARTH OR WIEATHER:

#6 BARS AND LARGER ............................ ................................................. 2 IN.

#5 BARS AND SMALLER ................................... ....................................... 1-1/2 IN.

FORMED SURFACES NOT EXPOSED TO EARTH OR WEATHER ......................... 1-1/2 IN.

5. ALL LAP SPLICES SHALL BE IN ACCORDANCE 111TH THE FOLL0\\1NG TABLE, UNLESS NOTED OTHER \\1SE. WHERE CLASSES ARE NOT CALLED OUT ON DRA\\1NGS, USE CLASS "B' SPLICES.

TENSION SPLICE LENGTH (INCH) COMPRESSION (fc = 4000PSI)

BAR TOP BARS OTHER BARS SPLICE

SIZE CLASS A ClASS B CLASS A ClASS B LENGTI-1 (INCH)

#3 19 24 15 19 12

#4 25 32 19 25 15

#5 31 40 24 31 19

116 37 48 29 37 23

#7 54 70 42 54 27

#8 62 80 48 62 30

#9 70 91 54 70 34

#10 79 102 61 79 38

#11 87 113 67 87 43

6. TOP BAR IS HORIZONTAL REINFORCING PLACED SO THAT MORE THAN 12 INCHES OF CONCRETE IS CAST BELOW THE REINFORCING.

7. WHEN BARS OF DIFFERENT SIZE ARE LAP SPUCED, THE SPLICED LENGTH WILL BE THAT REQUIRED FOR THE SMALLER BAR.

8. WIELDING OF REINFORCING SHALL NOT BE PERMITTED EXCEP T WHERE SPECIFIED AND ONLY USING A 706 REINFORCING BARS.

9. ALL BASE PLATES, ANCHOR BOLTS, SUPPOR T ANGLES, ETC., l'IHICH ARE BELOW GRADE SHALL BE COVERED \\1TH A MINIMUM OF 3"

OF CONCRETE.

10. TOLERANCE FOR ANCHOR BOLT LOCATION IS JS". ANCHOR BOLTS AND ANY EMBEDDED STEEL MUST BE SET SO THAT NO APPRECIABLE MOVEMENT IS POSSIBLE DURING THE PLACING AND V1BR A TION OF CONCRETE.

ENGINEER REGISTERED IN ARK ANSAS. A CERTIFlCA TION LETTER STATING THE DESIGN MEETS THE REQUIREMENTS OF THE BUILDING CODE ANO STIPULATING

THE LOADS USED IN DESIGN SHALL BE FURNISHED TO THE ENGINEER AND OWNER.

928AIRPORT ROAD

HOT SPRINGS, AR 71913 (PH) 501-767-2366 (FAX)501-767-6859

(EMAIL) [email protected]

_,,, s'l \E Of',

tf A R A S '\

I & * * * , ICE NSED \

I\( OFESSIO NA L

\ E Nf ] E '?..••

.......... ......•"•"X.. OF AUr,•.....

.... 1?":... I); ........ ,: (;

!4. B t: F °N: :I- ENG INEERI N G, I NC. : :ct, No. 110 - :

\ :: "' A .,., .

............,.R..K.A..N......S...s....•••••

MISCELLANEOU S 11. ALL ANCHOR RODS SHALL BE HEADED WHERE EMBEDDED INTO CONCRETE. IN LIEU OF A FACTOR Y INSTALLED HEAD, PROV1DE A

STANDARD WASHER BETWIEEN TWO STANDARD NUTS. TACK WELD TOP AND BOTIOM NUTS TO ANCHOR RODS. INDICATED EMBEDMENT LENGTHS AS SHOllN ON DRA\\1NGS SHOULD BE CONSIDERED FROM THE FACE OF THE WASHER TO THE EXTENTS OF THE CONCRETE.

1. THESE GENER AL NOTES SUPPLEMENT THE PROJECT SPECIFlCA TIONS. REFlER TO THE PROJECT SPECIFlCATIONS FOR ADDITIONAL REQUIREMENTS.

2. THE STRUC TUR AL DRA\\1NGS ARE INTENDED TO BE USED \\1TH ARCHITECTURAL, CIV1L, ELECTRICAL, AND MECHANICAL DRA\\1NGS. THE CONTR ACTOR IS RESPONSIBLE FOR COORDINATING REQUIREMENTS FROM SUCH DRA\\1NGS INTO THEIR SHOP DRA\\1NGS TO ENSURE ADEQUATE CLEARANCES FOR CHASES, DUCT WORK, PIPING, ETC.

3. ANY DETAIL TITLED AS A TYPICAL DETAIL IS APPLICABLE THROUGHOUT THE DESIGN DRA\\1NGS. THESE DETAILS ARE DEFINED AS GENER AL STANDARDS THAT ARE USUALLY IOENTIFlED BY SPECIFIC REFERENCE \\1THIN THE DRA \\1NGS.

4. NO OPENINGS SHALL BE MADE IN ANY STRUCTURAL MEMBER 111THOUT THE WRITTEN APPROVAL OF THE ENGINEER.

5. NO CHANGE IN SIZE OR DIMENSION OF STRUCTUR AL MEMBERS SHALL BE MADE \\1THOUT WRITTEN APPROVAL OF THE ENGINEER.

6. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF CONSTRUCTION LOAD IMPOSED ON THE STRUCTUR AL FRAMING. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN CAPACITY OF THE FRAMING AT THE TIME THE LOADS ARE IMPOSED.

7. DO NOT SCALE THESE DRA \\1NGS. USE SPECIFIED DIMENSIONS.

8. CONTR ACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF THERMAL

MOVEMENTS OF STRUCTUR AL ELEMENTS DURING THE CONSTRUCTION PERIOD.

9. THE CONTR ACTOR SHALL INFORM THE ENGINEER IN WRITING OF ANY DEV1ATION FROM THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL NOT BE RELIEVED OF THE RESPONSIBILITY OF SUCH DEV1ATION BY THE ENGINEER REV1EW OF SHOP DRA\\1NGS, PRODUCT DATA, ETC., UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED THE ENGINEER OF SUCH DEV1ATION AT THE TIME OF SUBMISSION, ANO THE ENGINEER HAS GIVEN WRITTEN APPROVAL TO THE SPECIFIC DEV1ATION.

EXCAVATION

1. PROTECT OWNER 'S OR OTHER CONTR ACTOR'S EQUIPMENT AND MA TERIAL FROM DAMAGE DURING EXCAVATION ACTIV1TIES.

2. ALL OPEN DEPRESSIONS AND HOLES OCCURRING AS PART OF THIS WORK SHALL BE ADEQUATELY BARRICADED.

3. COORDINATE EXCAVATION EXTENTS BETWIEEN FOUNDATION DRA\\1NGS AND CIV1L DRA\\1NGS.

THE USE OF J BOLTS \\1LL NOT BE PERMITTED.

12. PROV1DE MATCHING CORNER BARS AT ALL CONTINUOUS FOOTING CORNERS AND INTERSECTIONS AND AT ALL WALL CORNERS AND INTERSECTIONS .

STR UC TUR AL STEEL

1. STEEL SHALL CONFORM TO THE FOLL0\\1NG GRADES:

ALL CHANNELS. ANGLES. PLATES. ETC. (UNLESS NOTED OTHER \\1SE) ...................... ........ A36

ALL \\1DE FLANGE(UNLESS NOTED OTHER\\1SE) ..................................................................... A992 (FY;50 KSI)

STRUCTURAL TUBE ................................................................................................................ A500 (FY;46 KSI)

STEEL PIPE ..................................................... ................ ... .................................................. A53 (FY;35 KSI)

ANCHOR BOLTS (HEADED) .................................................................................................... F1554 GR 36 (UNLESS NOTED OTHERWISE)

THREADED RODS ................................................................................................................ ... A36 (FY; 36 KSI)

BOLTS.................. .................................................................................................................. .. A325 (UNLESS NOTED OTHER \\1SE)

WIELD ELECTRODES ........................................... ......................... ............................................. E70XX

LIGHT GAGE STRUCTURAL STEEL FRAMING ........................................................................... 20-18 GAGE (FY= 33 KSI)

LIGHT GAGE STRUC TURAL STEEL FRAMING ............................ .............................................. 16-10 GAGE (FY; 50 KSI)

2. ALL STRUCTUR AL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE \\1TH THE AISC CODE OF STANDARD

PRACTICE (LATEST EDITION), EXCEPT AS MODIFIED IN THESE NOTES AND THE PROJECT SPECIFICATIONS.

3. THE STEEL STRUCTURE IS A NON-SELF-SUPPOR TING STEEL FRAME AND IS DEPENDENT UPON DIAPHR AGM ACTION OF THE ROOF DECK, FLOOR SLABS AND ATIACHMENT TO THE WALL SYSTEM FOR STABILITY AND FOR RESISTANCE TO \\1ND AND SEISMIC FORCES. PROVIDE ALL TEMPOR AR Y SUPPORTS REQUIRED FOR STABILITY AND FOR RESISTANCE TO \\1ND AND SEISMIC FORCES UNTIL THESE ELEMENTS ARE COMPLETE AND ARE CAPABLE OF PROVIDING THIS SUPPOR T.

4. THE FABRICATOR IS RESPONSIBLE FOR THE DESIGN OF ALL CONNECTIONS, UNLESS NOTED OTHER\\1SE. WHERE CONNECTION COMPONENTS ARE NOT IDENTIFlED, THE STRUCTURAL DRA\\1NGS ARE SCHEMA TIC AND ARE ONLY INTENDED TO SHOW THE

RELATIONSHIP OF MEMBERS CONNECTED, CONNECTION COMPONENTS IDENTIFIED ON THE STRUCTURAL DRA \\1NGS SHALL BE INCORPORATED INTO THE FABRICATOR'S SHOP DRA\\1NGS. SEE THE SPECIFICATIONS. ALL SHOP DRA\\1NGS SHALL BE SIGNED AND

SEALED BY THE FABRICATOR'S ENGINEER, \\1TH THE ENGINEERS SEAL AND REGISTERED IN THE STATE OF ARKANSAS. THE ENGINEER 'S SEAL MAY BE QUALIFIED "FOR DESIGN OF CONNECTIONS ONLY".

<( w 0::

- <( LL LL

_J 0

0 0:: 0

a::: > (j)

z

CONCRE TE MA TER IAL

1. ALL CONCRETE SHALL BE NORMAL WEIGHT (DENSITY;145 PCF) AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF

f'c ;3500 PSI @ 28 DAYS

5. A LL STRUCTUR AL STEEL SHALL BE FABRICATED TO GREATEST EXTENT POSSIBLE IN STEEL FABRICATION SHOPS.

6. ALL STRUCTUR AL AND MISCELLANEOUS STEEL SHALL RECEIVE ONE COAT OF PRIMER AND TWO COATS OF FlNISHED PAINT. COORDINATE FlNISHED COLOR \\1TH ENGINEER AND OWNER.

CJ) _J CJ) 0:::

<( <( 0....

_J (j) I- 0

2. THE SLUMP OF ALL CONCRETE SHALL BE 4" TO 7" UNLESS A HIGH-RANGE WATER REDUCING ADMIXTURE IS USED. THE HORIZONTAL SLUMP FLOW OF CONCRETE CONTAINING A HIGH-RANGE WATER REDUCING ADMIXTURE SHALL NOT EXCEED 24"

FOUND A TION GENERAL I LL _J 0

3. THE WATER TO CEMENTITIOUS RATIO (W/CM) SHALL NOT EXCEED 0.46.

1. A GEOTECHNICAL INVESTIGATION HAS NOT BEEN CONDUCTED; THEREFORE, FOUNDATIONS ARE DESIGNED BASED ON AN ASSUMED ALLOWABLE BEARING PRESSURE OF 2,000 PSF. I LEGEND & ABBR EVIATIONS I w (Q >-

± MORE OR LESS HORZ. HORIZONTAL z :::> I-

4. THE CONCRETE SHALL BE PROPORTIONED SO THAT THE TOTAL AIR CONTENT IS 5% (-1%/+2%) A T PLACEMENT

5. THE CONCRETE SHALL BE CURED BY AT LEAST ONE OF THE FOLL0\\1NG METHODS. CURING TREATMENTS SHALL BE APPLIED IMMEOIATELY AFTER FINAL FINISHING. PREFERABLE CURING OPTIONS INCLUDE:

A) MOIST CURING \\1TH WIET BURLAP (ONLY WHEN AIR TEMPER ATURES ARE ABOVE 50' F.)

B) PLACING OF PLASTIC SHEETS (4 MIL THICKNESS MIN.) OVER FlNISHED CONCRETE.

C) IF AIR TEMPER AJURE ARE EXPECTED TO FALL BELOW 32' F \\1THIN 48 HOURS OF PLACEMENT PROV1DE INSULA TING MATERIALS

TO PREVENT FREEZING OF CONCRETE.

6. SUBMIT CONCRETE MIX DESIGN INFORMATION TO ENGINEER FOR APPROVAL PRIOR TO PLACEMENT.

7. SAW CUT JOINTS IN FLOOR SLABS (\\HERE APPLICABLE) AS SOON AS POSSIBLE AFTER FINAL FINISHING (TYPICALLY 111THIN FOUR

TO TWIELVE HOURS AFTER THE CONCRETE HARDENS) TO REDUCE DRYING SHRINKAGE CRACKING. ALL SAW CUT JOINTS SHALL BE

COMPLETED \\1THIN 24 HOURS OF CONCRETE PLACEMENT.

8. PROVIDE 1" CHAMFER ON ALL EXPOSED CONCRETE CORNERS.

2. THE BUILDING FLOOR SLAB SHALL BE SUPPOR TED ON A MINIMUM OF 4 INCHES OF PLACED AND COMPACTED GRANULAR DRAINAGE FILL MATERIAL . A 10-MIL VAPOR BARRIER SHALL BE PLACED ON TOP OF THE DRAINAGE FILL PRIOR TO PLACEMENT OF THE SLAB.

3. SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY UNLESS OTHER\\1SE SHOWN.

4. FOOTINGS MAY BE POURED INTO AN EARTHEN FORMED TRENCH IF SOIL CONDITIONS PERMIT.

5. FOUNDATION WALLS THAT RETAIN EARTH SHALL BE BRACED AGAINST BACKFILLING PRESSURES UNTIL FLOOR SLABS AT TOP AND BOTIOM ARE IN PLACE OR UNTIL THE CONCRETE HAS ATIAINED ITS FULL COMPRESSIVE STRENGTH FOR CANTILEVER WALLS.

6. WHERE FOUNDATION WALLS ARE TO HAVE EARTH PLACED ON EACH SIDE, PLACE FILL SIMULTANEOUSLY SO AS TO MAINTAIN A COMMON ELEVATION ON EACH SIDE OF THE WALL.

7. PROV1DE VERTICAL WALL WATERPROOFI NG FOR CONCRETE WALLS BELOW GRADE AND IN CONTACT WITH SOIL OR WASHED GRAVEL BACKFlLL. WA TERP ROOFING METHOD TO BE APPROVED BY ENGINEER.

8. PROV1DE ADEQUA TE DRAINAGE FILL AND WEEPHOLES TO TRANSPOR T GROUND WATER FROM BEHIND WALL.

DIAMETER HP HAIRPIN a.. u BOTI. BOTIOM MIN. MINIMUM

BUILDING LINE MAX. MAXIMUM

<i. CENTERLINE NTS NOT TO SCALE BY DATE

CLR. CLEAR o.c. ON CENTER Design swo 4/16

CONG. CONCRETE REQ'D. REQUIRED Drawn SWO 4/16 CONT. CONTINUOUS TC TOP OF CONCRETE

CONTROL JOINT TP TOP OF PEDESTAL Checked CJ

OR OPTIONA L TW TOP OF WALL Survey

CONSTRUCTION JOINT TYP. TYPICAL Fld.Bk. #

D.S. DOWNSPOUT VERT. VERTICAL

EA. EACH w/ \\1TH Rev. #

F.F. FINISHED FLOOR WWR WIELDED \\1RE

FG FINISH GR ADE REINFORCEMENT

GA. GAUGE

9. CONTRACTOR SHALL NOT OBSTRUCT SERVICES OF A TESTING AGENCY TO CONDUCT MEASUREMENTS OF CONCRETE TEMPER ATURE,

SLUMP, AIR CONTENT, AND COMPRESSIVE STRENGTH FR OM CYLINDERS AT 1, 7, 28 DAYS. B&F PROJ. 7-2096-0911

FILE NAME: 002.dwg

ca

u



ISSUE DATE: 4/21/16

GENERAL NOTES

S0. 1


0

7 ,j

I I / ,... F •••

1 N ':.

"' 1/2"

I u 1 1% I a;Ji

I I I

W:%l

I ""':> (3 \ I -;) (3 l 1 1

I \ I

I

-

I

1

0

I I

ENG INEER ING, INC.

'

'

I so·-rYz"

' 5o'l-o"

I

'

SERVICE LINE SEE CIVIL PLAN

n I I

l:j'-jl"

I I

SAW CUT 1/4"w x 1/4"0 DEEP SAW CUT 1/4"w x 1/4"0 DEEP -

w/ "GREEN SAW" AS SOON AS w/ "GREEN SAW" AS SOON AS

POSSIBLE AFTER FINAL FINISHING POSSIBLE AFTER FINAL FINISHING

(TYPICALLY 4-12 HOURS); ALL (TYPICALLY 4-12 HOURS); ALL SAW CUT JOINTS SHALL BE COMPLETED SAW CUT JOINTS SHA LL BE COMPLETED

928 A IRPORT ROAD

HOT SPRINGS, AR 71913 (PH) 501-767-2366

(FAX) 501- 767-6859 (EMAIL) [email protected]

1;.;,, 1.Y..1 24'-o%" 24'-o%" - 2 --l+-l--------- -----------------i ------------------------- 1

I I '

6'-0" \\1THIN 24 HOURS OF CONC. PLACEMENT; \\1THIN 24 HOURS OF CONC. PLACEMENT;

I I '7-'-,-

. I , ,0 J LI . , I i

Sr;: I I FILL w / MM80 OR EQUAL AFTER 28 DAYS FILL w/ MM80 OR EQUAL AFTER 28 DAYS

i---. -- ------ I I I

[ X'-'I. -,>_•_ '-'-' )-4._ '-·-'- x x -----.:'.)( -"-,

--':" ---- - -+-- -:e-------------::: -;-..:-::: :.:-.:::.:-.: --==:-.:::.:-:.:::.:-:.:::.-::=:.-::=:.-:=.::-.=.::-.::.:-.:-1-=::.:-.:::::.::::::.::=-:.:::.:-=/ ,..,,.._ \ =-==-::.:-.:::.:-.:::.:-.:::::-.::j::.:-:..:=-:.:::.:-:.:::.-:==-==-=1 1=.::.::.:.:::.:.4:-,==:.:::.::.:::.::.:::.:-==-==-==-=.::-.::.:-.:=l' -:__-:. - --------- ------------, 0 X -

t> /). -' -

0 <1 LI LI

4 ' I . "

3 : 0 : I

:!

\\

;] I: - N L

---- (] :

--------------., I I

l _) I

,,. t> /). <1 <1

I I I

CON TR OL JOIN T DETAIL CON STRUCTI ON JOIN T WITH KEY ........ (..

..

--- ---+i- I

I

I/TR ENCH ORA N

SCALE: 1-1/2" = 1'-D" SCALE: 1-1/ 2" = 1'-0" .-<'t.. 0 AUl'.••..

I _L -!I !F-5%JH(5/-=r=ri \ =jJ+:=lI l==r======== :b• ::::::;:;::/l-1 '

8" 111DE

·· ' t),:: •.. .:"' (J ·

• ....... r • :l.J... B l: F

I- ENGI NEERING, IN C.

"I" m11i x o-- = 11 1 n\ / - 1 1 \l A ; ! 1 .,.

I '! ct. No. 110 - :

.....q. ) ......

l::J c. ....

dI

1 E = .,-

tl:!I i i I !1 I -'-r _l ! _l\ \_51.2 : : !

.... .A r kA NS.)·•••"'

N t-

3=-\ I =----------- I ...... ,,.., 1

•••••••••••••••

I 1y, .. · ·- ., L -' ! '1 I I ! r--- 8'-1 15" +--+--1 · I ' I I I I I : ! '

"w"' z'-'

! CLEAR '1' N B " THIC) CONC,N : I I I ----_ --_-_ -,!_-------_-_ ---1. -1f APPROACH SLA B :11

: ! I i : I f ) : i I I , I I ' I C'J t ! • i J

0 '-' I -- '--- ----------+-2-5.'--8"---+-!------ l--+-----'----±1 ,._ o.. ------- 2, .01 .,11,-1 l = l ' '

NOTES ON ISOLATION & EXPANSION JOINTS:

"' 0 I 0 I "I' i _ _ Q _ _ __ _ _ _ _ ,_ _ _ _ _ _ _ _ _ __, - - - _ I_ - - --- ' ---'-- - -- - --'- -- - .,\d _ _ _ _ _ I I J; SLOPE SLOPE I ' r--'-TOOLED SEALANT SURFACE 1. SEALANT SHALL BE ELASTOMERIC

0 ....... g "' :::> ,. '

0

0 r-

1'l • I I f E \ 'I

: I I ,51.2/ ; 42'-8"

I I '

I I i

11 ,_I ':J % 1

,,.. 1,

I

: N : l I

---------------- 1/4" JOINT SEALANT

POLYURETHANE (SONNEBORN SL1 OR

APPROVIED EQUAL). CONCRETE SURFACES

I • I ... ' ' ' I

r- I I I I BACKER ROD SHALL BE CLEANED, PRIMED & CURED IN

:::> 0 1 ACCORDANCE \\1TH SEALANT

J' 6" CONC . SLAB w / J' i' j'!I l1:

•ISOLA TION JOINT 111 MANUFACTURER'S RECOMMENDA TIONS.

I (1) MA T #4 BARS I

: @ 18" o.C.E.W. \ i I

1

: i : .. ! Q_ 1:/c'.':./·;;J·. :I w

L;;;'.'. 4J-POLYETHYLEN E CLOSED CELL EXPANSION JOINT FILLER

2. JOINT SEALANT, BACKER ROD & JOINT

FILLER SHALL BE A COMPATIBLE SYSTEM IN ACCOR DANCE \\1TH SEALA NT

' 1 1 '1 :I \51.2. '1 -1--------'1-/j'.// 1: ._ _ _ _

_ _ _ MANUFACTURER 'S RECOMMENDATIONS.

' _ : \ / : I , Y I

i I \ I I i i !

! u I \ I u I ! : : I I \ I I I I I

i I i i i

JOIN T SE ALAN T DETAIL SCALE: 1' = 1'-0"

I' \ I ' I I I I

I \ '

I J '

I :I ! ©- -- - -

I \ I I

- ---------------- --+ -- I

-- ""---i----tt+--- ---------------- ,__ _ _ _ _ __ __ _ _ __ __ _ _ __ _ ------------- ------------ --------------------

I A--\ ?e\., I

BALER BUILDING FOUND A TON PLAN SCALE: 1/4" = 1'-0"

L__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J

C)

z 0 _J

:::>

<( wa:: <(

LL LL 0 c..

tiQJI;_ UTIUZE CONSTRUCTION JOINT \\1H EN CONC. POUR INTERRUPTED; INTERRUPT CONC. POURS @ A CONTROL JOINT LOCATION SHOWN ON THE PLAN

NOTE TO BUILDING DESIGNER : FUTURE DOUBLE DOOR TO BE INSTALLED @

FRAME LINE C

'

N

I



NOTE TO CONTRACTOR: EQUIPMENT IS ON ORDER AND MAY BE

0

>-

I

-

! • w I

:5

,. I

I

1

I I

0 ©'

©'

0 30'-3" 0 ca0a::

' ' 0::: I I

I I

Cf) (9

'I

EAVIE I !

1 1

•

I

' 'I

! I I I I

I I I

R-PANEL 12 I

1 I I

_J (/)

<(

ca ()

0::: a..

l

o

' . , T

'

I I I

- LL J

. .

0 I

I

"' I I

I

NOTE: 12'x26' OPENING I

)J 0

I

0 "' I

u

BY DATE

Design swo 4/ 16

'

.

1! DETAILS

ljl lll---il

"

Checked

, J

I I 'I

1 1 I ' I I

• ---

I

SEE SHEET C1.1 15'-5Yz" c Survey

Rev. #

' I ,!

' ' I i i

( 1 I I

vr, ' :r"T G \ J

BALER BUILDING SIDE ELEVA TION SCALE: 1/4" = 1'-0"

BALER BUILDING FRONT ELEVA TION

B&F PROJ. 7-2096-0911

FILE NAME: 002.dwg

ISSUE DATE: 4/21/16

SCALE: 1/4" = 1'-0" FLOOR PLAN AND

0 1' 2' 3 ' 4' 8' 0I 2· 4· s-· a 1 0· 1-' -----•21 '

ELEVATIONS

SCALE: 1/4" = 1'-0" SCA LE: 1 1// = 1'-0"

S1. 1

,,

I

1 1

. ·

' " I

•

' · :z "" ""

I

MIN. LAP LENGTH

z

z

• N

I

'I SEE ANCHOR BOLT

DETAIL

I' (THIS SHEET)

METAL BUILDING COLUMN

F.F.

F.F.

.,

IP_

11.. 1 rf 1"x1 " PANEL

12 I/ INOTCH

,_ ,_ _,,,

F.F.

.. .

ISOLATION JOINT

"¢x12" DOWEL @ 2 '-0" 0.C. GREASE THIS END

----T=. O. C.

ENG INEERI NG, I NC.

928 AIRPORT ROAD HOT SPRINGS, AR 71913

(PH) 501-767-2366 (FAX) 501-767-6859

©r=J--''--- .---. --;:-:;-o-;::;===,..=. =,n. ' • '

". • '

(EMAIL) [email protected]

4" DRAINAGE FILL

I '

" l o U

I 'I "' '

;1. " I • ""'-- ....,

1·..'.'.. o" a J.4"¢ GR 36

(2) #6 BARS CONT. +' -°'"t-- I ANCHOR ROD

' " "

3"CLR. 3"CLR.

2'-0"

(2) #6 BARS CONT.

TOP & son.

PLACE (1) #3 TIE EACH SIDE OF COLUMN ANCHOR BOLTS TYP.

TOP & BOTT.

#3 TIES @ 48" O.C.

3"CLR. 3"CLR.

2'-0"

SECTION

(2) #6 BARS CONT. TOP & BOTT.

#3 TIES @ 48" O.C.

3"CLR.

' "

2'-0"

3"CLR.

NUT

... . . ...

... ,<v. OF AU'-).::·..

WASHER : L-... B a< F -N :

SEC TION SCALE: 3/4" :1 '-0"

SCALE: 3/4" :1'-0"

2'-1" CONT. BARS TO BE SAME SIZE

.... (; ·-:.. :

:;::: ENGINEERING. INC. 2'.; E : No. 110 - :

\ :: ...... ....

'•,,,-1R kA NSt>--s••••• •••••••••••••••

MIN. LAP LENGTH /1" CHAMFER I

AS FOOTING REINFORCEMENT

..._ _ -=ii /

• a

" ' ,. r --I

cl .

' • I '

' a

EXPANSION JOIN T. • I

I

::r: >-- ":z'

' ' ' ' ' •• N

#4 BARS @ 9" O.C.E.W.

"-.... , ,,

w

I a._ N :'.5 "'

"-1+-'--- ' -- ------ -.--'- "d"

\_ REBAR

SLAB. BEND

#4 BARS @ 9" O.C.E.W. I

• Icl "" "' I

2'-7" LAP MIN.

TYP.

@

AROUND ANCHOR BOLTS

I "'

• "'

" •

'

>--ANCHOR BOLTS

AS FOOTING REINFORCEMENT 2'-011 " I " CONT. BARS TO BE SAME SIZE #5 BAR TYPICAL

\ .' ' '

• ' -

" " " cl

" _..,,. - 3" C I- 2'-0" _j

rs·

CLR.

cl "

• • • " ' " •

• • " 1

2'-1" I COR NER LAP DETAIL SCALE: 3/4":1'-0"

HAI R PIN DETAI L

N.T.S. (9

z- 0 _J

:J (()

0:: UJ

<(

w 0:: <(

LL LL 0 a.. 0 0:: 0

> (/) C9

Cf) - _J

<( (()

s UJ

Cf) <(

J

u u

J

c:a ::> a..

0:: 0.. (/)

l

o I LL

0

u

BY DATE

Design SWO 4116

"'

a

I


S 1 .2

Drawn swo 4116

Checked

Survey

Fld.Bk. #

Rev. #

B&F PROJ. 7-2096-0911

FILE NAME: 002 dwg

ISSUE DATE: 4121116

0 J--" 6"-9--" 1 1 2l 1 -3-' --41 '

0 ,. 2",. 4" 5" 6" 1'

FOUNDATION

DETAILS & SECTIONS

SCALE: 3/4" = 1 '-0" SCALE: 3" = 1'-0"

REV. # REV. DATE BY REVISIONS

INVITATION TO BID (ITB): PROJECT: PROVIDE LABOR AND ... 1 May 19, 2016 INVITATION TO BID (ITB):...

Documents

Transcript of INVITATION TO BID (ITB): PROJECT: PROVIDE LABOR AND ... 1 May 19, 2016 INVITATION TO BID (ITB):...