a limited liability company addendum no. 2 · architects + a limited liability company architects +...

ARCHITECTS + A Limited Liability Company

ARCHITECTS + 618-A Main Street + Baton Rouge, LA 70801 + (P) 225 334-9923 + (F) 225 334-9823

Addendum No. 2

Project Name

A New Service Center for Gerry Lane Imports Baton Rouge, Louisiana

Project Number

10032.00 Date June 21, 2011 This addendum shall become a permanent part of the referenced project and is presented as clarification of the following: In General

1. Provisions to add a future generator has been added to the electrical scope of work. 2. Fly Ash is NOT acceptable in the concrete mix design. 3. Varco Pruden has been selected by the owner to provide the metal building.

Drawings

1. Sheet C-1 – The existing concrete that is to be demoed is 5” thick. – Extents of demolition has been modified to include a section near the existing building that was previously not included. Attached is revised sheet.

2. Sheet C-2 – Drainage and grading plan revised to show elevations. Attached is revised sheet. – Elevations of existing grades provided on attached Ad2.3.

3. Sheet C-4 – Sheet has been added to provide joint layout. Sheet is attached. 4. Sheet A1.0 – Details call for 6 mil. vapor barrier, and specs call for 10 mil. vapor barrier. Use 10 mil.

– Detail #1: Scale given as 1/8”=1’-0”, the scale is actually 3/32”=1’-0”. – All sidewall column foundations should match Detail #3.

5. Sheet A1.1 – Descriptions of wall type #1 & #3 have changed. See attached Ad2.1 for new descriptions. 6. Sheet A1.3 – Parts lift has been removed from scope of work. 7. Sheet A3.1 – Detail #2&3: The ceiling/floor framing of the restrooms/breakroom, the compressor/tool

storage, and the retail area have change. See attached Ad2.2. 8. Sheet E0.1 – Existing light poles that are to remain must be reconnected to the existing circuit. 9. Sheet E2.1 – New generator quick-connect switchboard has been added. See attached SKE-06. 10. Sheet E2.1 – Disconnect and wiring for parts lift has been removed. See attached SKE-07. 11. Sheet E4.1 – Riser diagram has been modified to include the generator quick-connect switchboard. See

attached SKE-08. 12. Sheet E4.2 – Circuit for parts lift has been removed, left open for future use. See attached SKE-09. Please note that full sized copies of all drawings can be made available to you upon request.

ARCHITECTS + A Limited Liability Company

ARCHITECTS + 618-A Main Street + Baton Rouge, LA 70801 + (P) 225 334-9923 + (F) 225 334-9823

Specifications Specification sections revised as follows:

Section 05 31 00 Steel Decking -Omitted in the original specifications, now to be included as per this Addendum. Section 06 41 16 Plastic-Laminate-Faced Architectural Cabinets -Millwork fabricator DOES NOT need to be AWI Certified in order to perform the work.

? 53 20 2 EUH-1? 55 - - EUH-1? 57 20 2 EUH-2? 59 - - EUH-2? 61 20 2 EUH-3? 63 - - EUH-3? 65 15 1 EF-2? 67 40 2 HWH-1 (1", 3#6 & 1#10EG)? 69 - - HWH-1 (1", 3#6 & 1#10EG)? 71 30 2 AIR COMPRESSOR (1/2", 3#10 & 1#10EG)? 73 - - AIR COMPRESSOR (1/2", 3#10 & 1#10EG)? 75 30 2 CAR LIFT (1", 3#8 & 1#10EG)? 77 - - CAR LIFT (1", 3#8 & 1#10EG)? 79 30 2 CAR LIFT (1", 3#8 & 1#10EG)? 81 - - CAR LIFT (1", 3#8 & 1#10EG)? 83 30 2 CAR LIFT (1", 3#8 & 1#10EG)? 85 - - CAR LIFT (1", 3#8 & 1#10EG)? 87 30 2 TIRE BALANCE MACHINE (1", 3#8 & 1#10EG)? 89 - - TIRE BALANCE MACHINE (1", 3#8 & 1#10EG)? 91 15 1 GUH-1? 93 15 1 GUH-2? 95 15 1 GUH-3? 97 15 1 GUH-4? 99 15 1 GUH-5? 101 15 1 GUH-6103 - 3 PROVISION FOR FUTURE PARTS LIFT105 - - PROVISION FOR FUTURE PARTS LIFT107 - - PROVISION FOR FUTURE PARTS LIFT109 20 1 SPARE111 20 1 SPARE113 20 1 SPARE115 20 1 SPARE117 20 1 SPARE119 - 1 PROVISIONS2 20 1 EXTERIOR RECEPTACLES (1/2", 2#10 & 1#10EG)4 20 1 EXTERIOR RECEPTACLES (1/2", 2#10 & 1#10EG)6 20 1 1ST FLOOR RECEPTACLES8 20 1 1ST FLOOR RECEPTACLES

? 10 20 1 EWC POWER? 12 20 1 VENDING MACHINE POWER? 14 20 1 VENDING MACHINE POWER? 16 20 1 VENDING MACHINE POWER? 18 20 1 REFRIGERATOR POWER20 20 1 1ST FLOOR QUADRAPLEX (1/2", 2#10 & 1#10EG)22 20 1 1ST FLOOR QUADRAPLEX (1/2", 2#10 & 1#10EG)24 20 1 1ST FLOOR QUADRAPLEX (1/2", 2#10 & 1#10EG)26 20 1 1ST FLOOR QUADRAPLEX (1/2", 2#10 & 1#10EG)28 20 1 1ST FLOOR QUADRAPLEX (1/2", 2#10 & 1#10EG)30 20 1 1ST FLOOR QUADRAPLEX (1/2", 2#10 & 1#10EG)32 20 1 1ST FLOOR QUADRAPLEX (1/2", 2#10 & 1#10EG)34 20 1 1ST FLOOR QUADRAPLEX (1/2", 2#10 & 1#10EG)36 20 1 1ST FLOOR QUADRAPLEX (1/2", 2#10 & 1#10EG)38 20 1 1ST FLOOR QUADRAPLEX (1/2", 2#10 & 1#10EG)40 20 1 1ST FLOOR RECEPTACLES (1/2", 2#10 & 1#10EG)42 20 1 1ST FLOOR RECEPTACLES (1/2", 2#10 & 1#10EG)

A New Service Center for Gerry Lane Imports ARCHITECTS + Baton Rouge, La

STEEL DECKING 05 31 00 - 1

SECTION 05 31 00 - STEEL DECKING

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Composite floor deck.

1.2 ACTION SUBMITTALS

A. Product Data: For each type of deck, accessory, and product indicated.

B. Shop Drawings:

1. Include layout and types of deck panels, anchorage details, reinforcing channels, pans, cut deck openings, special jointing, accessories, and attachments to other construction.

1.3 INFORMATIONAL SUBMITTALS

A. Welding certificates.

B. Product certificates.

C. Evaluation reports.

D. Field quality-control reports.

1.4 QUALITY ASSURANCE

A. Testing Agency Qualifications: Qualified according to ASTM E 329 for testing indicated.

B. Welding Qualifications: Qualify procedures and personnel according to AWS D1.3, "Structural Welding Code - Sheet Steel."

1.5 DELIVERY, STORAGE, AND HANDLING

A. Protect steel deck from corrosion, deformation, and other damage during delivery, storage, and handling.

B. Stack steel deck on platforms or pallets and slope to provide drainage. Protect with a waterproof covering and ventilate to avoid condensation.



PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. AISI Specifications: Comply with calculated structural characteristics of steel deck according to AISI's "North American Specification for the Design of Cold-Formed Steel Structural Members."

2.2 COMPOSITE FLOOR DECK

A. Manufacturers: Subject to compliance with requirements, [provide products by the following] [provide products by one of the following] [available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following]:

1. ASC Profiles, Inc.; a Blue Scope Steel company. 2. Canam United States; Canam Group Inc. 3. CMC Joist & Deck. 4. Consolidated Systems, Inc.; Metal Dek Group. 5. Cordeck. 6. DACS, Inc. 7. Epic Metals Corporation. 8. Marlyn Steel Decks, Inc. 9. New Millennium Building Systems, LLC. 10. Nucor Corp.; Vulcraft Group. 11. Roof Deck, Inc. 12. Verco Manufacturing Co. 13. Wheeling Corrugating Company; Div. of Wheeling-Pittsburgh Steel Corporation. 14. Prior approved equal.

B. Composite Floor Deck: Fabricate panels, with integrally embossed or raised pattern ribs and interlocking side laps, to comply with "SDI Specifications and Commentary for Composite Steel Floor Deck," in SDI Publication No. 31, with the minimum section properties indicated, and with the following:

1. Galvanized-Steel Sheet: ASTM A 653/A 653M, Structural Steel (SS), Grade 33, G60 zinc coating.

2.3 ACCESSORIES

A. General: Provide manufacturer's standard accessory materials for deck that comply with requirements indicated.

B. Mechanical Fasteners: Corrosion-resistant, low-velocity, power-actuated or pneumatically driven carbon-steel fasteners; or self-drilling, self-threading screws.

C. Side-Lap Fasteners: Corrosion-resistant, hexagonal washer head; self-drilling, carbon-steel screws, No. 10 minimum diameter.

D. Flexible Closure Strips: Vulcanized, closed-cell, synthetic rubber.



E. Miscellaneous Sheet Metal Deck Accessories: Steel sheet, minimum yield strength of 33,000 psi, not less than 0.0359-inch design uncoated thickness, of same material and finish as deck; of profile indicated or required for application.

F. Flat Sump Plates: Single-piece steel sheet, 0.0747 inch thick, of same material and finish as deck. For drains, cut holes in the field.

G. Galvanizing Repair Paint: SSPC-Paint 20 or MIL-P-21035B, with dry film containing a minimum of 94 percent zinc dust by weight.

H. Repair Paint: Manufacturer's standard rust-inhibitive primer of same color as primer.

PART 3 - EXECUTION

3.1 INSTALLATION, GENERAL

A. Install deck panels and accessories according to applicable specifications and commentary in SDI Publication No. 31, manufacturer's written instructions, and requirements in this Section.

B. Place deck panels on supporting frame and adjust to final position with ends accurately aligned and bearing on supporting frame before being permanently fastened. Do not stretch or contract side-lap interlocks.

C. Place deck panels flat and square and fasten to supporting frame without warp or deflection.

D. Cut and neatly fit deck panels and accessories around openings and other work projecting through or adjacent to deck.

E. Provide additional reinforcement and closure pieces at openings as required for strength, continuity of deck, and support of other work.

F. Comply with AWS requirements and procedures for manual shielded metal arc welding, appearance and quality of welds, and methods used for correcting welding work.

G. Roof Sump Pans and Sump Plates: Install over openings provided in roof deck and weld flanges to top of deck. Space welds not more than 12 inches apart with at least one weld at each corner.

1. Install reinforcing channels or zees in ribs to span between supports and weld.

H. Miscellaneous Roof-Deck Accessories: Install ridge and valley plates, finish strips, end closures, and reinforcing channels according to deck manufacturer's written instructions. Weld to substrate to provide a complete deck installation.

1. Weld cover plates at changes in direction of roof-deck panels unless otherwise indicated.

I. Pour Stops and Girder Fillers: Weld steel-sheet pour stops and girder fillers to supporting structure according to SDI recommendations unless otherwise indicated.



J. Floor-Deck Closures: Weld steel-sheet column closures, cell closures, and Z-closures to deck, according to SDI recommendations, to provide tight-fitting closures at open ends of ribs and sides of deck.

3.2 FIELD QUALITY CONTROL

A. Testing Agency: Engage a qualified testing agency to perform tests and inspections.

B. Field welds will be subject to inspection.

C. Testing agency will report inspection results promptly and in writing to Contractor and Architect.

D. Remove and replace work that does not comply with specified requirements.

E. Additional inspecting, at Contractor's expense, will be performed to determine compliance of corrected work with specified requirements.

3.3 PROTECTION

A. Galvanizing Repairs: Prepare and repair damaged galvanized coatings on both surfaces of deck with galvanized repair paint according to ASTM A 780 and manufacturer's written instructions.

B. Repair Painting: Wire brush and clean rust spots, welds, and abraded areas on both surfaces of prime-painted deck immediately after installation, and apply repair paint.

END OF SECTION 05 31 00

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