R15PS00050_Amendment_004.pdf

(x)

R15PS00050

x x

1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted ; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT TO BE RECEIVED AT

THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted , such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

x

Boise ID 83706-1234 1150 N. Curtis Road, Ste. 100

R10

Acquisition Management Division Regional Office Pacific Northwest Region Bureau of Reclamation

03/24/2015000004

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended , by one of the following methods: (a) By completing

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

02/23/2015

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

E. IMPORTANT: Contractor is not, is required to sign this document and return __________________ copies to the issuing office.

ORDER NO. IN ITEM 10A.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

Cle Elum Wood Flume Replacement, Yakima Project, Washington. The complete solicitation and amendments can be accessed and downloaded from www.fbo.gov.

See attached for text of amendment and replacement pages.

Period of Performance: 05/01/2015 to 09/30/2015

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED

(Signature of person authorized to sign) (Signature of Contracting Officer)

Susan E. Kramer

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

NSN 7540-01-152-8070

Previous edition unusable

Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .

Solicitation No.R15PS00050 Cle Elum Wood Flume Replacement

Yakima Project, WA Amendment 004

A. The time and date for receipt of proposals IS EXTENDED TO 4:00 p.m., local time, April 7, 2015.

B. Acknowledgment: See block 11 above regarding how to acknowledge this amendment. The acknowledgment must be received at the place designated for receipt of offers (see block 8 of "Solicitation, Offer and Award” Standard Form 1442).

C. Offer Modification: See block 11 above if you have submitted your offer and now desire to modify or withdraw it.

D. Third Party: If you have given your copy of the solicitation to someone else, please forward this amendment accordingly.

E. NOTE: The following changes are hereby incorporated into the solicitation. Single-sided replacement pages are provided following this Standard Form 30 and changes are shown with left side bar or shaded text.

F. In Table of Contents, the following pages are deleted and the attached revised pages are substituted therefore:

Remove Pages Insert Revised Pages i and ii i and ii

G. In Section C, Description/Specifications/Statement of Work, the following pages are deleted and the attached revised pages are substituted therefore:

Remove Pages Insert Revised Pages 01 31 30 - 1 thru -7 01 31 30 - 1 01 33 00 - 1 thru -10 01 33 00-1 thru -10 06 25 10 - 3 06 25 10 - 3 06 25 10 - 4 06 25 10 - 4 None Add 51 00 30-1 thru -6

Attachments

Solicitation No. R15PS00050

Yakima Project, WA Amendment 004 i (Revised)

PART I THE SCHEDULE

SECTION A SOLICITATION/CONTRACT FORM ..................................................................... A-1

SECTION B SUPPLIES OR SERVICES AND PRICES/COSTS ...................................................B-1

SECTION C DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK ........................... C-1

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 Summary of Work 01 14 10 Use of Site 01 29 00 Payment Procedures

01 31 30 DELETED

01 33 00 Submittals 01 35 10 Material Safety Data Sheets 01 35 20 Safety and Health 01 35 21 Removal from Work 01 35 30 Contractor’s Onsite Safety and Health Personnel 01 42 10 Reference Standards 01 43 20 Contractor Quality Control for Materials Used in the Work 01 51 00 Temporary Utilities 01 55 00 Vehicular Access and Parking 01 56 10 Protection of Existing Installations 01 57 20 Environmental Controls 01 57 30 Water Pollution Control 01 60 00 Product Requirements 01 74 10 Cleaning and waste Management

DIVISION 02 - EXISTING CONDITIONS

02 41 13 Selective Site Demolition

DIVISION 03 - CONCRETE

03 30 00 Cast-in-Place Concrete

DIVISION 04 THROUGH 05 - NOT USED

DIVISION 06 - METALS

06 25 10 Wood Flume

Yakima Project, WA Amendment 004 ii (Revised)

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 92 10 Sealant

DIVISION 08 THROUGH 51 - NOT USED

DIVISION 51 – INFORMATION AVAILBLE TO OFFERORS

51 00 00 Information Available to Offerors 51 00 10 Photographs 51 00 20 Cle Elum Electrical Diagram 51 00 30 Inspection Reports 51 10 20 Historic Water Elevations

DIVISION 52 - DRAWINGS

52 00 00 Drawings

SECTION D PACKAGING AND MARKING ................................................................................. D-1

SECTION E INSPECTION AND ACCEPTANCE ..........................................................................E-1 E.1. 52.236-5 MATERIAL AND WORKMANSHIP (APR 1984) ........................................ E-1 E.2. 52.246-12 INSPECTION OF CONSTRUCTION (AUG 1996)...................................... E-1

E.3. 52.246-21 WARRANTY OF CONSTRUCTION (MAR 1994) - ALTERNATE I

APR 1984) ....................................................................................................................... E-3

SECTION F DELIVERIES OR PERFORMANCE ......................................................................... F-1

F.1. 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF

WORK (APR 1984) ......................................................................................................... F-1 F.2. 52.211-12 LIQUIDATED DAMAGES--CONSTRUCTION (SEPT 2000) ................... F-1 F.3. 52.242-14 SUSPENSION OF WORK (APR 1984) ........................................................ F-1

SECTION G CONTRACT ADMINISTRATION DATA ................................................................ G-1

G.1. GOVERNMENT POINT OF CONTACT--BUREAU OF RECLAMATION--PN

REGION (OCT 2010) ..................................................................................................... G-1

G.2. 1452.201-70 AUTHORITIES AND DELEGATIONS--DEPARTMENT OF THE

INTERIOR (MAY 2010) ................................................................................................ G-1

G.3. ELECTRONIC INVOICING AND PAYMENT REQUIREMENTS-INVOICE

PROCESSING PLATFORM (IPP) (APRIL 2013) ........................................................ G-2

SECTION H SPECIAL CONTRACT REQUIREMENTS ............................................................. H-1

H.1. AUTHORIZED WORKERS NOTICE TO POTENTIAL BUREAU OF

RECLAMATION CONTRACTORS (SEP 2002).......................................................... H-1

Amendment No. 004

(Revised) 01 31 30 - 1

SECTION 01 31 30

DELETED

01 33 00 - 1

SECTION 01 33 00

SUBMITTALS

PART 1 GENERAL

1.01 COST

A. Include in prices offered in the schedule for other items of work.

1.02 DEFINITIONS

A. Days: Calendar days.

B. Required Submittal Number (RSN): Identifies items to be submitted together as a complete submittal.

C. Submittal Types, as listed in Table 01 33 00A - List of Submittals:

1. A - Approval:

a. Government will approve or disapprove these submittals.

b. Approval submittals are considered to be “shop drawings” within the terms of the clause at FAR 52.236-21, “Specifications and Drawings for Construction.”

2. I - Informational:

a. The Government will acknowledge receipt of these submittals.

b. The Government may reject an Informational submittal when the submittal does not comply with the contract. The Contractor shall correct mistakes or deficiencies in rejected Informational submittals and resubmit.

c. Informational submittals are considered to be “shop drawings” within the terms of the clause at FAR 52.236-21, “Specifications and Drawings for Construction,” except that approval by the Government is not required.

D. DELETED

1.03 GOVERNMENT USE OF SUBMITTALS

A. The Government reserves all rights to use submittals provided under the contract, in accordance with FAR Clause 52.227-17, “Rights in Data - Special Works.”

1.04 SUBMITTAL REQUIREMENTS

A. In case of conflict between requirements of this section and requirements included elsewhere in these specifications, requirements included elsewhere take precedence.

01 33 00 - 2

B. General:

1. Prepare in English.

2. Label with contract number and title, and RSN.

3. Measurement units: US Customary Units.

C. Drawings:

1. Minimum identification in title block:

a. Contract number and title.

b. Contractor’s or supplier’s title and drawing number.

c. Date.

2. Provide space next to title block for review stamps.

3. Size: D size (22 inches by 34 inches).

4. Draw to scale with neat lettering using drafting equipment or computer drafting equipment.

5. Final drawings:

a. AUTOCAD® format (.dwg) on CD-ROM disc.

b. Original D size (22 inches by 34 inches) plots.

c. Show as-built changes, including revision dates, made during installation.

D. Product data:

1. Mark manufacturer's data for commercial products or equipment, such as catalog cut sheets.

a. Identify manufacturer's name, type, model, size, and characteristics.

b. Illustrate that product or equipment meets requirements of specifications.

c. Mark items to be furnished in a manner that will photocopy (no highlighter).

d. Strike through items that do not apply.

E. Certifications:

1. Certifications by a registered professional: Signed and sealed by registered professional.

2. Manufacturer’s certifications: Signed by authorized representative of manufacturer.

01 33 00 - 3

1.05 SUBMITTALS PROCEDURES

A. Submit only checked submittals. Submittals without evidence of Contractor's approval will be returned for resubmission.

B. DELETED

C. Submit number of copy sets, of required materials for each RSN as specified in "Submittals Required" column in Table 01 33 00A - List of Submittals. A complete set includes all listed items for RSNs with multiple parts.

D. DELETED.

E. Include the following information in transmittal letters:

1. Contract number and title.

2. RSN for each attached submittal.

3. Responsible code.

4. Number of sets for each RSN.

5. Identify submittal as initial or resubmittal.

1.06 REVIEW OF SUBMITTALS

A. Time required:

1. Submittal review will require 20 days for review of each submittal or resubmittal, unless otherwise specified.

2. Time required for review of each submittal or resubmittal begins when complete sets of materials required for a particular RSN are received and extends through return mailing postmark date or date posted in Project Management Work Flow System.

B. Time in excess of specified:

1. The CO may extend the contract completion date to allow additional time for completing work affected by excess review time.

a. The time extension will be to the extent that excess review time caused delay to the contract completion date.

b. The time extension will not exceed the time used in excess of the specified number of days for review of submittals or resubmittals.

c. Concurrent days of excess review time resulting from review of two or more separate submittals or resubmittals will be counted only once in extending the contract completion date.

01 33 00 - 4

2. No time extension will be allowed if the Contractor fails to make complete approval submittals in sequence and within time periods specified.

3. Adjustment for delay will be made only to the extent that:

a. Approval was required under the contract, and

b. Requests for approval were properly and timely submitted and were approved.

4. Adjustment will be subject to terms of paragraphs (b) and (c) of the clause at FAR 52.242-14, “Suspension of Work,” however, no such delay shall be deemed to be a “suspension order” as the term is used in that clause.

C. Return of submittals:

1. One set of submittals required for approval will be returned either approved, approved subject to identified changes, or not approved.

2. Submittals not approved:

a. Revise and resubmit for approval.

b. Show changes and revisions with revision date.

c. Describe reasons for significant changes in transmittal letter.

d. Resubmit returned submittals within 20 days after receiving the comments, unless otherwise specified.

e. Requirements for initial submittals apply to resubmittals.

3. Do not change designs without approval of the CO after approval drawings, documentation, and technical data have been approved.

4. The Government will acknowledge Informational submittals.

a. Informational submittals will not be returned when they comply with the specifications.

b. Informational submittals that do not comply with the specifications may be returned for resubmittal or additional information may be requested.

1.07 TRANSMITTAL

A. Addresses for codes listed in Table 01 33 00A - List of Submittals:

1. CO: Contracting Officer, Bureau of Reclamation, 1150 North Curtis Road, Suite 100, Boise, ID, 83706.*

*The Contractor shall provide the Contracting Officer a copy of all correspondence and related documents, pertaining to this contract, that it addresses to a representative of the Government. This does not pertain to the Submittal Requirements as they are outlined herein.

01 33 00 - 5

2. COR: Program Manager, Construction Engineering Group, Bureau of Reclamation, 1150 North Curtis Road, Suite 100, Boise, ID, 83706.

B. Send original transmittal letter with appropriate number of sets to office listed in “Responsible Code” column in Table 01 33 00A - List of Submittals.

C. Send copy of transmittal letter with appropriate number of sets to offices that are not the responsible code, but show “No. of sets to be sent to” in Table 01 33 00A - List of Submittals.

D. When “No. of sets to be sent to” is 0, send a copy of transmittal letter to that office.

E. Submittals required by the specifications, but not listed in Table 01 33 00A - List of Submittals:

1. Submit in accordance with this section.

2. Submit to COR, unless otherwise specified.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

01 33 00 - 6

Table 01 33 00A - List of Submittals

* Submittal types: A - Approval, I - Information. CP indicates that the submittal is required to be shown on the Construction Schedule; see contract clause H.1 entitled "Construction Program." ** CO indicates Contracting Officer and COR indicates Program Manager, Construction Engineering Group.

PMWFS-DELETED

RSN

Clause or

Section Title

Submittals required Due date or delivery time

Type

Respon-sible code

No. of sets to be sent: **

CO COR

I-1 Release of Claims (1452.204- 70)

Release of claims (DI-

137) against United States

After completion of work and prior to final payment

I COR 1 1

I-2 Payrolls and Basic Records (52.222-8)

Certified payrolls Weekly for each week any contract work is performed

I COR 0 1

I-3 Labor Standards Data (52.222-11)

1) List of subcontractors

2) Statement and Acknowledgement Form (SF-1413) for each subcontract

Within 14 days after award of contract, and within 14 days after award of any subcontract

I COR 0 1

I-4 Equal Opportunity (52.222-26)

Information required by Executive Order

11246 (SF-100)

Within 30 days following the award

I COR 0 1

I-5 Estimate of Percentage of Recovered Material Content for

EPA-

designated Items (52.223-9)

Estimate the percentage of the total recovered material content for EPA-designated item(s) delivered and/or used in contract performance

On completion of the contract (no later than with submittal of final invoice)

I COR 0 1

I-6 Safety and Health (WBR 1452.223-81)

Safety program Submitted and accepted before commencing onsite work. See section 3 of

RSHS.

A, CP COR 0 3

I-7 Safety and Health (WBR 1452.223-81)

Monthly accident summary report

First Monday of each month.

See paragraph 3.8 of RSHS.

I COR 0 1

I-8 Bonds (52.228-15)

Performance and payment bonds

Within 10 calendar days after award

I CO 1 0

01 33 00 - 7

* Submittal types: A - Approval, I - Information. CP indicates that the submittal is required to be shown on the Construction Schedule; see contract clause H.1 entitled "Construction Program." ** CO indicates Contracting Officer and COR indicates Program Manager, Construction Engineering Group.

PMWFS-DELETED

RSN

Clause or

Section Title

Submittals required Due date or delivery time

Type

Respon-sible code

No. of sets to be sent: **

CO COR

I-9 Liability Insurance (1452.228- 70)

Acceptable evidence showing that insurance has been obtained

Prior to commencement of work under the contract

I CO 0 0

I-10 Security Requirements

(WBR

1452.237-80)

Security program Submitted and approved prior to mobilization

A COR 0 3

I-11 Security Requirements

(WBR

1452.237-80)

List of onsite employees

At least 7 days before employee arrival

I COR 0 1

I-12

Schedules for Construction Contracts (52.236-15)

Practicable schedule Submitted and accepted before commencing onsite work

A COR 0 3

I-13

Contracts (52.236-15)

Annotated schedule showing actual progress

As directed by the CO A COR 0 3

I-14

Contracts (52.236-15)

Supplementary schedule or schedules

As deemed necessary by the

CO

A COR 0 3

01 14 10-1 Use of Site Land use and landscape rehabilitation plan

At least 28 days before use of Government land

A COR 0 3

01 29 00-1 Payment procedures

Schedule of Values At preconstruction conference

A COR 0 3

01 35 10-1 Material Safety Data Sheets

Complete LHM and SDS and updated LHM and SDS

At least 14 days before jobsite delivery of hazardous material

I COR 0 1

01 57 30-2 Water Pollution Control

Water management plan

At least 28 days before commencing construction activities

A COR 0 3

01 57 30-3 Water Pollution Control

Spill Prevention Control and Countermeasure (SPCC) plan

At least 28 days before delivery or storage of oil

01 33 00 - 8

* Submittal types: A - Approval, I - Information. CP indicates that the submittal is required to be shown on the Construction Schedule; see contract clause H.1 entitled "Construction Program." ** CO indicates Contracting Officer and COR indicates Program Manager, Construction Engineering Group.

PMWFS-DELETED

RSN

Clause or

Section Title

Submittals required Due date or delivery time

Type

Respon-sible code

No. of sets to be sent: **

CO COR

01 74 10-1 Cleaning Hazardous waste management plan

At least 28 days before commencing construction activities, if it is anticipated that hazardous wastes may be generated or temporarily stored on site

A COR 0 3

01 74 10-2 Cleaning Test results on unknown wastes

Within 10 days of testing wastes

I COR 0 1

01 74 10-3 Cleaning Tabulation of construction and demolition waste

Monthly I COR 0 1

01 74 10-4 Cleaning Selected treatment storage and disposal facility for hazardous waste

At least 15 days prior to hazardous waste disposal

A COR 0 3

01 74 10-5 Cleaning Hazardous waste manifest

At least 7 days prior to hazardous waste disposal, for approval and signature

A COR 0 3

01 74 10-6 Cleaning Signed returned hazardous waste manifest

Within 48 hours of receiving signatures

I COR 0 1

01 74 10-7 Cleaning Waste production and disposal records

Within 5 days of waste disposal

I COR 0 1

01 74 10-8 Cleaning Environmental consultant resume

At least 35 days before beginning environmental assessment

A COR 0 3

01 74 10-9 Cleaning Environmental site assessment

Within 14 days of completion of work

I COR 0 1

01 78 30-1 Project Record Documents

Final As-built drawings

Within 14 days of completion of work

I COR 0 2

02 41 13-1 Selective site demolition

Demolition Plan At least 14 days prior to starting demolition

A COR 0 3

03 30 00-1 Cast-in-Place Concrete

Mix Design At least 14 days prior to placement of concrete

A COR 0 3

06 25 10-1 Wood Flume Pressure-treated Dimensional Lumber Approval Data

At least 14 days prior to delivering lumber

01 33 00 - 9

* Submittal types: A - Approval, I - Information. CP indicates that the submittal is required to be shown on the Construction Schedule; see contract clause H.1 entitled "Construction Program." ** CO indicates Contracting Officer and COR indicates Program Manager, Construction Engineering Group.

PMWFS-DELETED

RSN

Clause or

Section Title

Submittals required Due date or delivery time

Type

Respon-sible code

No. of sets to be sent: **

CO COR

06 25 10-2 Wood Flume Marine Plywood Approval Data

At least 14 days prior to delivering plywood

A COR 0 3

06 25 10-3 Wood Flume Anchors Approval Data

At least 14 days prior to installing anchors

A COR 0 3

06 25 10-4 Wood Flume Anchors Instructions At least 14 days prior to installing anchors

A COR 0 3

06 25 10-5 Wood Flume Wall Framing Connection Approval Data

At least 14 days prior to installing framing anchors

A COR 0 3

06 25 10-6 Wood Flume Wall Framing Connection Instructions

At least 14 days prior to installing framing anchors

A COR 0 3

06 25 10-7 Wood Flume Adhesive Approval Data

At least 14 days prior to applying adhesive

A COR 0 3

06 25 10-8 Wood Flume Adhesive Instructions At least 14 days prior to applying adhesive

A COR 0 3

06 25 10-9 Wood Flume Light Duty Exterior Waterproofer Approval Data

At least 14 days prior to applying waterproofer

A COR 0 3

06 25 10-10 Wood Flume Light Duty Exterior Waterproofer Instructions

At least 14 days prior to applying waterproofer

A COR 0 3

06 25 10-11 Wood Flume Waterproof Coating System Approval Data

At least 14 days prior to applying coating

A COR 0 3

06 25 10-12 Wood Flume Waterproof Coating System Instructions

At least 14 days prior to applying coating

A COR 0 3

06 25 10-13 Wood Flume Miscellaneous Fasteners Approval Data

At least 14 days prior to installing fasteners

A COR 0 3

06 25 10-14 Wood Flume Wire Mesh Approval Data

At least 14 days prior to installing wire mesh

A COR 0 3

06 25 10-15 Wood Flume Wood Preservative Approval Data

At least 14 days prior to applying wood preservative

A COR 0 3

07 92 10-1 Sealant Approval Data At least 14 days prior to applying adhesive

A COR 0 3

07 92 10-2 Sealant Instructions At least 14 days prior to applying adhesive

01 33 00 - 10

* Submittal types: A - Approval, I - Information. CP indicates that the submittal is required to be shown on the Construction Schedule; see contract clause H.1 entitled "Construction Program." ** CO indicates Contracting Officer and COR indicates Program Manager, Construction Engineering Group.

PMWFS-DELETED

RSN

Clause or

Section Title

Submittals required Due date or delivery time

Type

Respon-sible code

No. of sets to be sent: **

CO COR

07 92 10-3 Sealant Documentation At least 14 days prior to applying adhesive

END OF SECTION

Amendment No. 004

(Revised) 06 25 10 - 3

1.05 QUALITY ASSURANCE

A. Quality standards and inspection stamps:

1. Dimension lumber: Meet requirements of WWPA G-5 grading rules. Stamp with official stamp of inspection association.

2. Preservative-treated materials: Stamp with quality mark of an inspection agency accredited by American Lumber Standards Committee (ALSC).

1.06 DELIVERY, STORAGE, AND HANDLING

A. Protect wood materials from contact with moisture during shipment, storage, and handling.

B. Store wood materials off ground, under cover, and properly supported to prevent damage and distortion.

PART 2 PRODUCTS

2.01 DIMENSIONAL LUMBER

A. Species:

1. Douglas Fir or Western Larch.

B. Grade:

1. Select structural.

C. Dressed finish: Surfaced four sides (S4S).

D. Dried after treatment in accordance with U1-13.

E. Preservative pressure treatment:

1. Use a treatment suitable for AWPA Use Category UC4C

2. Use waterborne preservative; oilborne preservatives are not permitted.

2.02 MARINE PLYWOOD

A. Type AB

B. Minimum 24/32 inch actual thickness.

C. Minimum 7 ply.

Amendment No. 004

(Revised) 06 25 10 - 4

D. APA certification.

2.03 ACCESSORIES

A. Concrete Anchors:

1. Adhesive anchors: All-thread anchor rod, nut, washer, and adhesive capsule manufactured by HILTI, PO Box 21148, Tulsa OK 74121; Rawlplug Company, Two F.B. Powers Square, New Rochelle NY 10802; Williams Form Engineering Corp., PO Box 7389, Grand Rapids MI 49510; or equal, having the following essential characteristics:

a. Rods with rolled threads: Stainless steel, type 304.

b. Resin adhesive: Hilti HIT-RE 500 or equal, for fastening into solid base material such as concrete, grout, or stone.

c. Minimum allowable bond/concrete capacity: 8,800 pounds for 3/4-inch-diameter rods when installed in 4,000 pounds per square inch compressive strength concrete.

B. Wall frame connections:

1. Equal to A35 framing angles as manufactured by Simpson Manufacturing Company, 4120 Dublin Road, Suite 400, Dublin CA 94568, telephone 925-560- 9000 with the following essential characteristics:

a. Galvanized, 18 gauge.

b. Maximum allowable load: 450 pounds.

C. Adhesive: Equal to “Liquid Nails” as manufactured by ICI Macco, 925 Euclid Ave, Cleveland, OH, 44115; with the following salient characteristics:

1. 7 day shear strength= 425 psi.

2. 20 year life.

D. Light duty exterior waterproofer: Equal to “Thompson’s Water Seal Multi-Surface Waterproofer” as manufactured by The Thompson’s Company, 10136 Magnolia Drive, Olive Branch, MS 38654, www.thompsonswaterseal.com; with the following salient characteristics:

1. Minimum water repellent efficiency of 60%, in accordance with ASTM D 4446.

E. Waterproof coating system: Equal to “105 System, 105 Epoxy Resin/205 Fast Hardener”;

“105 Epoxy Resin/206 Slow Hardener”; or “105 Epoxy Resin/209 Extra Slow Hardener” as manufactured by Gougeon Brothers Inc., PO Box 908, Bay City, MI 48707, www.westsystem.com; with the following salient characteristics:

http://www.thompsonswaterseal.com/ http://www.westsystem.com/

Inspection Reports 51 00 30-1

SECTION 51 00 30

PART 1 GENERAL

1.01 REPORTS

A. Report dated October 8, 2004

51 00 30-2

51 00 30-3

51 00 30-4

B. Report dated October 14, 2004

51 00 30-5

51 00 30-6

PART 2 PRODUCTS

PART 3 EXECUTION

END OF SECTION