W911SA-19-B-2004__Additional_Q&A_Amendment.pdf

W911SA19B2004

0011280636

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

This amendment provides response to additional questions Q15-Q34 and extends solicitation due date to 2:00 PM CST on 21 MAY 2019.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 14

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

16C. DATE SIGNED

BY 08-May-2019

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W911SA19B2004

X 9B. DATED (SEE ITEM 11)

27-Mar-2019

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer 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 Items 8 and 15, and returning 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 ACKNOWLEDGMENT 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.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

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

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

08-May-2019

CODE

MICC - FT MCCOY

BLDG 1108 SOUTH R ST

FORT MCCOY WI 54656-5153

W911SA 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00010 - SOLICITATION CONTRACT FORM

The required response date/time has changed from 14-May-2019 02:00 PM to 21-May-2019 02:00 PM.

SECTION 00100 - BIDDING SCHEDULE/INSTRUCTIONS TO BIDDERS

The following have been modified:

QUESTIONS AND ANSWERS

The following questions and answers are hereby made part of this bidding requirement and Scope of Work and shall be taken into account in preparation of all bids and execution of all work. The responses made herein have taken into account all requirements under this scope; therefore, any ambiguity between this section and any other parts of scope, then this section shall govern. For all other matters, the order of precedence under FAR 52.236-21— Specifications and Drawings for Construction shall apply.

Q1: Is the stated dimension of 30’X42’ the desired roof/ drip line dimensions?

A1: The dimension is not stated in the SOW.

PAVILLION A: SOW 4.5.1: Contractor shall use Pavilion “B” for size, type, and color reference to replace Pavilion “A”.

PAVILLION H: SOW 4.9.5: Utilizing Pavilion “B” for type and color reference, the contractor shall install a scaled down version of Pavilion “B” on the existing slab where the smoke shack was removed on the south side of Bldg. 2. The new pavilion will be approximately 13’6”x 23’.

REC SHELTER: SOW 4.10.1: Contractor shall use Pavilion “B” for size, type, and color reference to replace the Rec. Shelter.

Q2: What finish colors are desired for the structural steel, roof panels and trim?

A2: Color references are as follows:

PAVILLION A: SOW 4.5.1: Contractor shall use Pavilion “B” for size, type, and color reference to replace Pavilion “A”.

PAVILLION H: SOW 4.9.5: Utilizing Pavilion “B” for type and color reference, the contractor shall install a scaled down version of Pavilion “B” on the existing slab where the smoke shack was removed on the south side of Bldg. 2. The new pavilion will be approximately 13’6”x 23’.

REC SHELTER: SOW 4.10.1: Contractor shall use Pavilion “B” for size, type, and color reference to replace the Rec. Shelter.

Q3: Are gutters and downspouts desired?

A3: No

Q4: Will precast downspout splash blocks be required? If so what design and size?

A4: No

Q5: Is powder costing for the steel members acceptable or will galvanizing and onsite painting be required?

A5: Yes

Q6: Are stainless steel fasteners and anchors required?

A6: No. It is the intent that the contractor utilize fasteners that manufactured for outdoor application.

Q7: Are engineer stamped designs required for the anchorage and foundation? If so will a site Geotechnical analysis be provided?

A7: No

Q8: Are engineer stamped designs with load/lift calculations required for the structure?

A8: No

Q9: Are shop drawings and or material samples required for submittals?

A9: Yes. Per SOW2.4 & 3.0, prior to ordering any materials, Contractor shall submit to the COR for approval submittals on all new items being installed on this project. Submittal may be shop drawings, diagrams, catalog cut-sheets, samples, and any other related material.

Q10: Will the attached specifications, rendering and initial design meet the requirements of this project with minor revision? Note we intend to provide “W” style roof panels.

NOTE: The following items and drawings were referenced in this question:

Drawing No. 61072 Dated 3/2/2016 Titled: 30’-0” x 42’-0” MERAMEC SHELTER; See Attachment 3 Drawings previously provided in initial IFB.

Americana Building Products - Meramec Specification 1. See Enclosure 1 below.

Americana Building Products - Meramec Specification 2. See Enclosure 2 below.

A10: Yes; as long as the new Pavilion “A” matches Pavilion “B” in size, type, and color; “W” style roof panels are acceptable.

Q11: Where the asphalt overlays are to be done, will they first be edge milled so that the asphalt overlay will not be higher than the gutter?

A11: Per SOW 4.3.2; Contractor shall mill the existing asphalt to a depth that allows a new overlay to finish flush with the existing curbs, approximately 2”.

Q12: How many SY of asphalt repair are there?

A12: Per SOW 1.9, Contractor shall verify all dimensions, site conditions, and any other items required to install a complete and ready to use product, prior to submitting a bid proposal for construction.

Q13: Does the contractor have to identify the areas to be repaired?

A13: Yes. Per SOW 1.9, Contractor shall verify all dimensions, site conditions, and any other items required to install a complete and ready to use product, prior to submitting a bid proposal for construction. Furthermore, SOW

4.3.2 states that after milling, Contractor shall repair any holes or dips in the existing driveway and POV surfaces.

Q14: What thickness is the asphalt overlay?

A14: Per SOW 4.3.2, Contractor shall mill the existing asphalt to a depth that allows a new overlay to finish flush with the existing curbs, approximately 2”. After milling, the contractor shall repair any holes or dips in the existing driveway and POV surfaces. The areas that require repair shall be saw cut, and the material removed to expose the subgrade. The contractor shall test the subgrade to ensure it meets 95% proctor density, and shall correct the subgrade if it does not. The contractor shall install a new lift of crushed stone subbase, and shall assure it is compacted to 95% proctor density. The contractor shall finish the repair with a liquid tack coat and a lift of compacted asphalt, so that the repair makes a smooth transition to the existing milled surface. The contractor shall then apply a liquid tack coat followed by a minimum 2” hot asphalt mix overlay. The finished asphalt surface, after compaction/rolling, shall make a smooth transition to the existing curbs, and shall not have any dips or depressions that can retain storm water.

Q15: Are we to install new parking stops in current parking stalls that do not have existing stops?

A15a: DWGS Sheet 3; It is the intent that the contractor install new parking stops in the central stalls of the West POV Lot.

A15b: There is no intent to install parking bumpers in the stalls that do not have existing parking bumpers that are located next to the curb and gutter.

Q16: How much cracking, splitting, divots, pieces missing is acceptable to the government on the removed parking stops before they have to be replaced?

A16: SOW 4.3.1; any damaged parking bumpers are to be discarded.

Q17: Is it the government’s intent to have us install parking stops where it’s currently curb only?

A17: There is no intent to install parking bumpers in the existing stalls next to the concrete curb and gutter.

Q18: How much area are we to sod around where we disturb? There are areas we are going to be working that currently have no grass in a large area surrounding. Are we to sod these entire areas where there is no grass currently? Do we sod the entire perimeter of vinyl fence?

A18a: The Contractor shall be responsible for, and shall repair any, damage to the grounds and structures caused by the Contractor or his/her sub-contractors during the performance of this project.

A18b: It is the intent that the contractor backfill and sod any areas disturbed by construction to avoid ground erosion.

A18c: There is no intent to install new sod in any existing area not disturbed by the construction.

Q19: Is it the government’s intent to have the contractor water in all sod or will the government take care of watering in all areas?

A19: It is the intent that the contractor water in all new sod.

Q20: Can vinyl fencing be saw cut below grade?

A20: Yes, as long as it is below grade.

Q21: Are we to mill and overlay the pull-out areas on Camp Robinson Road? If so, are we to make them level with road, taper them down, or mill and overlay two inches?

A21a: SOW 4.13.2 and DWGS sheet 14.

A21b: It is the intent that the limit of advance to the west on Camp Robinson road is the edge of the concrete where it meets the edge of 3rd street.

A21c: There is no intent to remove the existing concrete at the 3rd street intersection.

A21d: There is no intent to overlay the existing concrete at the 3rd street intersection

A21e: It is the intent that the limit of advance to the west of the West POV Lot entry drive is where it meets the edge of 3rd street.

A21f: It is the intent that the contractor mill and overlay up to the existing concrete curb on both sides of Camp Robinson Road, where the sidewalk crosses from building 1 to building 2.

A21g: There is no intent to overlay the pull out areas on the south side of Camp Robinson Road at the intersections of Veteran’s Drive and Soldier’s Drive.

Q22: Upon extending the existing fitness center parking surface to the sidewalk, it states that it is approximately 18” to the sidewalk. Upon field measurement, it is closer to 36”. Is it the government’s intent for us to extend the parking surface 18”, or the full 36” to the sidewalk? Also, are we to slope the asphalt up to the sidewalk?

A22a: SOW 4.1.6; the provided drawings are submitted for reference and clarification purposes only. The drawings are not to scale, nor are they submitted as a final design. The contractor shall visit the worksite to verify all dimensions, site conditions, and any other items required to provide a complete and ready to use product to the government.

A22b: It is the intent that the new asphalt parking surface at the fitness center continue up to the existing sidewalk.

A22c: It is the intent that the new asphalt parking surface will finish flush with, or below, the existing sidewalk elevation.

A22d: It is the intent that the new asphalt has a sloping transition to the existing ADA sidewalk on the north end of the parking area.

Q23: Can you provide an asphalt mix design for the project?

A23: It is the intent that the new asphalt mix be at a minimum Type 2: 12.5MM/70-22.

Q24: How do you want the pricing broken out for the two CLINs?

A24: You must fill in both line items in the solicitation, SF 1442, with the total proposed cost for each.

Q25: If we mill the parking areas and reveal unforeseen damage, will this be considered a change or should we plan for a certain amount of repair in our proposal?

A25: SOW 4.3.2; after milling, the contractor shall repair any holes or dips found in the driveway and POV surfaces.

Q26: Are we to install any speed bumps upon completion of overlaying roads?

A26a: SOW 4.13.1; the contractor shall not replace the speed bumps on Camp Robinson Road.

A26b: It is the intent that the contractor demo all existing speed bumps.

A26c: There is no intent to replace any of the existing speed bumps.

Q27: Are we to apply a prime coat for the new parking lot?

A27: It is the intent that the contractor apply a prime coat when installing the new asphalt.

Q28: What type of rebar are we to use for the footings of the retaining walls?

A28: It is the intent that the contractor use at a minimum a #4 Grade 60 rebar in the retaining wall structure/footing.

Q29: Are the handrails to be 2” schedule 40 metal tubing?

A29: It is the intent that the contractor use at a minimum 2” round SCH 40 metal tubing.

Q30: Will Pavilion “B” require 1 or 2 new outdoor fans?

A30: t is the intent that two new fans be installed in Pavilion “B”.

Q31: Will the new Rec shelter get new lights and outlets?

A31a: It is the intent that the contractor pattern the new Rec Shelter after Pavilion “B” in all aspects, to include the electrical.

A31b: SOW 4.10.1; the contractor shall use Pavilion “B” for size, type, and color reference to replace the Rec.

Shelter.

Q32: Will removing conduit feeding demolished pavilions and smoke shacks to below grade be acceptable?

A32a: Yes, the existing conduit can be terminated below grade.

A32b: It is the intent that all wire be terminated at the power source and removed from the conduit, not abandoned in the conduit below grade.

Q33: SOW 4.2.5 identifies incorporating storm water collection boxes. What size?

A33: It is the intent that the storm water collection boxes be at a minimum 4’x4’x4’.

Q34: SOW 4.2.6 identifies storm water drainage using HDPE style corrugated drainage pipe with smooth interior. What size?

A34: It is the intent that the HDPE style piping be at a minimum 10” diameter.

Enclosure 1: Americana Building Products - Meramec Specification 1

P.O. Box 1290 - #2 Industrial Drive - Salem, Illinois 62881 Phone: 1-800-851-0865 - Fax: 618-548-2890 - Website: www.americana.com

Meramec Specifications

PART 1 GENERAL

1.1 DESCRIPTION OF WORK

A. Work in this section includes furnishing and installation of shelters as manufactured by Americana Building Products.

1.2 RELATED ITEMS AND CONSIDERATIONS

A. Concrete for shelter footings.

1. Standard models are surface mounted with anchor bolts.

2. Consider water drainage away from shelter where necessary.

3. Any necessary removal or relocation of existing structure, obstructions, or materials.

1.3 FIELD MEASURMENT

A. Confirm field dimensions prior to preparation of shop drawings when possible.

B. If requested, supply manufacturer’s standard literature and specifications for shelters.

C. Shop drawings are available showing structural component locations/positions, material dimensions, and details of construction and assembly.

1.4 PERFORMANCE REQUIREMENTS

A. Shelter must conform to local building codes. Standard models are designed to 90 miles per hour wind load and 20 pounds per square foot live load according to 2009 International Building Code (IBC) and American Society of Civil Engineers (ASCE) 7-05 design codes.

Engineering available for custom load requirements.

1.5 DELIVERY, STORAGE, AND HANDLING

A. Deliver and store all shelter components in protected areas.

PART 2 PRODUCTS

2.1 MANUFACTURER

A. Americana Building Products, #2 Industrial Drive, P.O. Box 1290, Salem, Illinois

62881; 1-800-851-0865

2.2 MATERIALS

A. Roof Panels

1. Standard: 24” W Panel

a. Aluminum alloy 3004-H34

b. 2 ½” tall, 24” wide interlocking design

c. Available thickness: .024”; .032”; .038”

2. Option: 24” W Panel

a. ASTM A792, Grade 50 Galvalume steel

c. 24 gauge thickness

B. Fascia

1. Gutter Fascia - Aluminum alloy 6105-T6

2. Ridge Cap - Aluminum alloy 6105-T5

C. Structure

1. ASTM A36 steel plate

a. Posts and rafters shall be formed c-channel.

b. Thickness determined by loading requirements

2. ASTM A500, Grade B Hollow Structural Sections (HSS)

a. Purlins size and thickness will vary according to loading requirements.

3. Welding shall conform to the requirements of the American Welding Society’s specification for the material being welded.

a. Welding electrodes shall be E70XX

2.3 ACCESSORIES

A. Fasteners

1. High strength bolts conform to ASTM A325

a. All bolts shall be hot dip galvanized.

2. #12-24 and #8-18 hex washer head, self-drilling screws

a. All screws shall be stainless steel or coated with zinc.

2.4 FINISHES – ROOF PANELS

A. Aluminum-baked enamel or Galvalume-baked enamel

1. Galvalume roof panels meet “Energy Star specification for cool roofs” reflective coating to reflect heat away from the shelter.

B. Standard colors available per manufacturer’s supplied chart. Custom colors available.

2.5 FINISHES – ALUMINUM

A. All aluminum components are coated with polyester triglycidyl isocyanurate (TGIC) powder and baked/cured at 400°F.

B. This finish meets AAMA 2604-2 specification.

2.6 FINISHES – STRUCTURE

A. Standard: Powder Coating

1. All steel components are blasted to near-white condition and cleaned with a 3-stage process. Components are sprayed with an alkaline cleaner/phosphatizer, rinsed with ambient water, and a final rinse with a chemical sealer.

2. Components are then coated with polyester triglycidyl isocyanurate (TGIC) powder and baked/cured at 400°F.

3. This finish meets AAMA 2604-2 specification.

B. Option: Zinc Primer

1. Above powder coating is applied over a zinc rich primer.

C. Option: Hot Dip Galvanizing

1. All steel components are hot dip galvanized per ASTM A123, then coated with above powder coating finish.

2.7 FABRICATION

A. Support posts shall be designed such that the posts will receive and secure the support beams.

B. Structural welds performed by welders certified to AWS D1.1. Welding inspector on staff.

C. Decking shall be designed with interlocking members with mechanical fasteners.

D. Water shall drain from covered surfaces into integral gutter fascia and directed to ground level discharge via scuppers on standard models. Downspouts are available.

PART 3 EXECUTION

3.1 INSPECTION

A. Confirm that surrounding area is ready for the shelter installation.

B. Installer shall confirm dimensions and elevations to be as shown on drawings provided by

Americana Building Products.

C. Erection shall be performed by an approved installer and scheduled after all concrete and masonry in the area are completed.

3.2 INSTALLATION

A. Installation shall be in strict accordance with manufacturer’s shop drawings. General installation guidelines are supplied with each shelter.

B. All structural steel components are fully fabricated to eliminate the need for drilling, cutting, or welding on site.

C. Particular attention should be given to protecting the finish during handling and installation.

D. After installation, entire system should be left in a clean condition.

Enclosure 2: Americana Building Products - Meramec Specification 2

P.O. Box 1290 - #2 Industrial Drive - Salem, Illinois 62881 Phone: 1-888-442-2928 - Fax: 618-548-2890 - Website: www.americana.com

Meramec Specifications

PART 1 GENERAL

1.1 DESCRIPTION OF WORK

A. Work in this section includes furnishing and installation of shelters as manufactured by Americana Building Products.

1.2 RELATED ITEMS AND CONSIDERATIONS

A. Concrete for shelter footings.

1. Standard models are surface mounted with anchor bolts. Buried post design available.

2. Consider water drainage away from shelter where necessary.

3. Any necessary removal or relocation of existing structure, obstructions, or materials.

1.3 FIELD MEASURMENT

A. Confirm field dimensions prior to preparation of shop drawings when possible.

B. If requested, supply manufacturer’s standard literature and specifications for shelters.

C. Shop drawings are available showing structural component locations/positions, material dimensions, and details of construction and assembly.

1.4 PERFORMANCE REQUIREMENTS

A. Shelter must conform to local building codes. Standard models are designed to 90 miles per hour wind load and 20 pounds per square foot live load according to 2009 International Building Code (IBC) and American Society of Civil Engineers (ASCE) 7-05 design codes. Engineering available for custom load requirements.

1.5 DELIVERY, STORAGE, AND HANDLING

A. Deliver and store all shelter components in protected areas.

PART 2 PRODUCTS

2.1 MANUFACTURER

A. Americana Building Products, #2 Industrial Drive, P.O. Box 1290, Salem, Illinois 62881;

1-888-442-2928

2.2 MATERIALS

A. Roof Panels

1. Standard: 24” W Panel

a. ASTM A792, Grade 50 Galvalume steel

c. 24 gauge thickness

2. Option: Wood

B. Fascia

a. Southern Yellow Pine or Western Red Cedar, #1 Grade or better

b. 2” x 6” nominal dimension; 1 ½” x 5 3/8” actual dimension with 7/16” tongue and ½” groove

c. To be covered with 18” Standing Seam Panel using hidden fastener system.

i. ASTM A792, Grade 50 Galvalume steel

ii. 1 ¾” tall, 18” wide interlocking design

iii. 24 gauge thickness

1. Gutter Fascia

a. Standard except for wood roof

b. Aluminum alloy 6105-T6

2. Ridge Cap

a. Standard except for wood roof

b. Aluminum alloy 6105-T5

C. Structure

1. ASTM A36 steel plate

a. Thickness determined by loading requirements

2. ASTM A500, Grade B Hollow Structural Sections (HSS)

a. Standard posts, rafters, and ridge beam dimensions shall be 6” x 6” x 3/16”, may vary according to loading requirements.

3. Welding shall conform to the requirements of the American Welding Society’s specification for the material being welded.

a. Welding electrodes shall be E70XX

2.3 ACCESSORIES

A. Fasteners

1. High strength bolts conform to ASTM A325

a. All bolts shall be hot dip galvanized.

2. #12-24 and #8-18 hex washer head, self-drilling screws

a. All screws shall be stainless steel or coated with zinc.

2.4 FINISHES – ROOF PANELS

A. Galvalume-baked enamel

1. Galvalume roof panels meet “Energy Star specification for cool roofs” reflective coating to reflect heat away from the shelter.

B. Standard colors available per manufacturer’s supplied chart. Custom colors available.

2.5 FINISHES – ALUMINUM

A. All aluminum components are coated with polyester triglycidyl isocyanurate (TGIC) powder and baked/cured at 400° F.

B. This finish meets AAMA 2604-2 specification.

2.6 FINISHES – STRUCTURE

A. Standard: Powder Coating

1. All steel components are blasted to near-white condition and cleaned with a 3-stage process. Components are sprayed with an alkaline cleaner/phosphatizer, rinsed with ambient water, and a final rinse with a chemical sealer.

2. Components are then coated with polyester triglycidyl isocyanurate (TGIC) powder and baked/cured at 400° F.

3. This finish meets AAMA 2604-2 specification.

B. Option: Zinc Primer

1. Above powder coating is applied over a zinc rich primer.

C. Option: Hot Dip Galvanizing

1. All steel components are hot dip galvanized per ASTM A123, then coated with above powder coating finish.

2.7 FABRICATION

A. Support posts shall be designed such that the posts will receive and secure the support beams.

B. Structural welds performed by welders certified to AWS D1.1. Welding inspector on staff.

C. Decking shall be designed with interlocking members with mechanical fasteners.

D. Water shall drain from covered surfaces into integral gutter fascia and directed to ground level discharge via scuppers on standard models. Downspouts are available.

PART 3 EXECUTION

3.1 INSPECTION

A. Confirm that surrounding area is ready for the shelter installation.

B. Installer shall confirm dimensions and elevations to be as shown on drawings provided by

Americana Building Products.

C. Erection shall be performed by an approved installer and scheduled after all concrete and masonry in the area are completed.

3.2 INSTALLATION

A. Installation shall be in strict accordance with manufacturer’s shop drawings. General installation guidelines are supplied with each shelter.

B. All structural steel components are fully fabricated to eliminate the need for drilling, cutting, or welding on site.

C. Particular attention should be given to protecting the finish during handling and installation.

D. After installation, entire system should be left in a clean condition.

(End of Summary of Changes)