MS 023 Metal Panels.pdf

MATERIAL APPROVAL SUBMITTAL

(See Instructions on Reverse)

Form Approved OMB No 9000-0062

Expires May 31, 2005

Public reporting burden for this collection of information is estimated to average 20 minutes per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden to the Department of Defense, Washington Headquarters Services, Directorate for Information Operations and

Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington VA 22202-4302, and to the Office of Management and Budget, Paperwork Reduction Project OMB No 9000-0062, Washington DC 20503. Please DO NOT RETURN your form to either of these addresses. Send your completed form to: SAF/AQCP, 1060 Air Force Pentagon, Washington DC

TO: (Contracting Officer) FROM: (Contractor) DATE

CONTRACT NUMBER SUBMISSION NUMBER SUBMITTAL

PREVIOUS SUBMISSION NUMBER PROJECT NUMBER

TO BE COMPLETED BY CONTRACTOR FOR GOVERNMENT USE ONLY

ITEM

NO.

SPECIFICATION SECTION/

PARA NO./DRAWING NO.

DESCRIPTION OF MATERIAL

(Include Type, Model Number, Catalog Number, Mfg., etc.)

AP-

PROVED

DISAP-

PROVED

SEE

REVERSE

INITIAL

BY COMPLETING THIS FORM, THE UNDERSIGNED CONTRACTOR CERTIFIES THAT

THE MATERIAL COMPLIES WITH ALL SPECIFICATIONS OF SUBJECT CONTRACT.

DATE (YYYYMMDD) TYPE OR PRINT NAME AND GRADE SIGNATURE

FOR GOVERNMENT USE ONLY

TO: (Base Civil Engineering Officer)

For Evaluation and Action RNLT ________________ OR SOONER

DATE (YYYYMMDD) TYPE OR PRINT NAME AND GRADE SIGNATURE

TO: (AF Contracting Office)

RECOMMEND APPROVAL DISAPPROVAL AS INDICATED ABOVE AND SUBJECT TO ANY APPLICABLE COMMENTS ON THE REVERSE

DATE (YYYYMMDD) TYPE OR PRINT NAME AND GRADE SIGNATURE

TO: (Contractor)

APPROVED

DISAPROVED AS INDICATED ABOVE AND SUBJECT TO ANY APPLICABLE COMMENTS ON THE REVERSE SIDE. REQUEST

RESUBMITTAL ON DISAPPROVED ITEMS WITHIN ____ DAYS OF DATE SHOWN BELOW.

DATE (YYYYMMDD) TYPE OR PRINT NAME AND GRADE SIGNATURE

AF IMT 3000, 20030901, V1 PREVIOUS EDITION IS OBSOLETE.

New Resubmittal

COMMENTS

(Number to correspond with applicable Item Number on reverse)

INSTRUCTIONS TO CONTRACTORS

1. The term "material" is defined as articles, supplies, raw materials, equipment, parts, components, and end items that are to be incorporated into the work required by the contract.

2. This form is to be used by contractors for submitting Shop Drawings, Equipment Data, Manufacturer's Literature and Certificates and samples of Materials to the Government for approval in accordance with the provisions of this contract. Unless otherwise specified, it is to be prepared in 4 copies, signed, and provided to the contracting officer with appropriate attachments.

3. Item(s) to be approved will be clearly tabbed or identified. Data pertaining to item(s) to be approved will be clearly identified or tabbed, particularly where documents are voluminous, in order to properly evaluate the materials or articles to be incorporated in the work. Each attachment will be numbered to correspond with the item number shown on the face of this form.

4. Requests submitted shall be numbered consecutively, by contract, in the space entitled "Submission No.". This number, in addition to the Contract No., will be used to identify each Material Approval Submittal. Resubmissions will be indicated in the appropriate block and the insertion of previous submission number and data in addition to a new submission number. A single submission should be used for all work of a section of the specifications, but in NO instance should the submission include work for more than one (1) contract. Submittals requiring priority handling will be submitted by separate submittal using the form and so marked across the face of the form.

5. This Material Approval Submittal is not valid unless it is signed by the contracting officer. This approval is required as called for by the contracting officer under the terms of this contract.

AF IMT 3000, 20030901, V1 (REVERSE)

Metal Roof and Wall Systems

ENGINEERING REPORT

MANUFACTURER’S DISCLAIMER

It is the roofing contractor’s responsibility to ensure that the Component System is installed per the manufacturer’s standard details and erection practices listed in the MBCI Technical Installation Manual, latest edition. Any special flashing requirements falling outside the parameters of MBCI’s standard details must be pre-approved by MBCI’s Engineering Department. If required, the use of any field-seaming machine, other than that provided by MBCI, may damage panels, void all warranties and will void engineering data. All engineering test data becomes null and void if the component system does not meet the aforementioned criteria and/or the specific instructions defined in this engineering analysis. MBCI takes no responsibility for the adequacy of any structural framing/substrate not provided by MBCI on this project.

Dyess AFB

Abilene, TX.

(Taylor)

Engineering Calculations

REV I

ENGINEERING DESIGN SUMMARY

Job Number: 01-1875-17 Exposure Category C Job Name: Dyess AFB Ground Snow: 5-psf Location: Abilene, Texas Wind Velocity: 115-mph Building Code: IBC 2015 Occupancy Category II Deflection: L/180

NOTES:

1. Substrate thickness is Min. 12 ga. Purlin (not by MBCI), Min. 14 ga. Girts, Min. 16 ga. Hats

2. Clip is Floating Clip, Wall Panel Clip.

3. Given dimensions are worst case.

4. Wind speed per code. Rainfall intensity per MBMA climate data.

5. Exposure C.

6. Enclosed building.

7. Risk category II – general.

8. All panel endlaps must occur over a structural support.

9. See customer drawings for specific spacing.

10. REV I: added Girt, Hat design

11. Nested Zee required only above walk door framing (simple span)

12. Wall design by MBCI, using FP1

13. MBCI calculations indicate 1/4 Bracing needed at end bays of roof

14. Follow structural drawings for Purlin and Eave Strut Design

a. This includes gauge, spacing, dimensions, lap length, etc..

15. Axial load on purlin and eave strut

16. In plane roof bracing

17. Strut purlin for bracing

18. REV II: IBL in lieu of BattenLok HS

EXCLUSIONS:

1. FM design and certification.

2. Valley design.

3. Fascia panel design. Soffit panel design.

4. Framing design, except for Girts, Hats.

5. Design of Materials not supplied by MBCI

6. Door Jambs and Headers, except walk doors

7. FP3 for walls and FP2 for roofs

8. Z-Purlin Minimum Properties from Structural Drawings

Main

Roof Type: Gable Building Length: 282-ft Live Load: 20-psf Building Width: 54.44-ft Dead Load: 1.41-psf Roof Slope: 4:12 Collateral Load: 0 Zone Width (a) 7 - ft UL Construction: 500

ROOF SPACING DESIGN

Panel Profile: IBL 5 in. Width: 36 Gage: 24/26 Clip: Roof Panel Clip Use (2) 1/4-14 TEK3 Fastening To Min. 12 ga. Purlin Panel Clip Spacing: Corners (3) 5.00-ft Edge (2) 5.00-ft Main (1) 5.00-ft Use Purlin spacing shown on customer drawings

WALL SPACING DESIGN

Panel Profile: Tuff-Wall 2 in. Width: 36 Gage: 24/26 Clip: Wall Panel Clip Use (2) 1/4-14 TEK3 Fastening To Min. 14 ga. Girts or Min. 16 ga. Hats Panel Clip Spacing: Corners (5) 5.58-ft Main (4) 5.58-ft

LINER SPACING DESIGN

Panel Profile: PBU Width: 36 Gage: 26 Clip: N/A Use (3) #12-14 HWH WW Fastening To Min. 14 ga. Girts Panel Attachment Spacing: Corners (5) 5.58-ft

GUTTER & DOWNSPOUT DESIGN

Gutter and downspouts are standard MBCI trim. Locate downspouts per plans.

Project Number: 01-1875-17 Page:

Project Name: Dyess AFB Engineered By: MC, E.I.T.

City: Abilene For: Estimate State: Texas Date: 11/21/2017 Building: Main

Main

CODE DATA

Building Code: IBC 2015 Exposure Category: C

Open terrain with scattered obstructions having heights generally less than 30-ft This category includes flat open country, grasslands and shorelines in hurricane prone regions.

Risk Category: Category II All buildings and other structures except those listed in Categories I, III, IV.

Enclosure: Enclosed Load Combinations: D = dead load, Lr = roof live load, S = snow load, W = wind load.

1) 0.6 D + 0.6 W 4) D + 0.75 (0.6W + Lr)

2) D + Lr 5) D + 0.75 (0.6W + S)

3) D + S

BUILDING DATA

Building Length: 282-ft Building Width: 54.44-ft Mean Height: 18.04-ft Roof Slope: 4:12 Edge Zone, a: 5.5 - ft Tributary Area: 10-sqft Roof Type: Gable Max. Panel: 28.69-ft

DESIGN CRITERIA

Dead Load: 1.41-psf Collateral Load: 0-psf Live Load: 20-psf Wind Velocity (V): 115-mph Ground Snow Load: 5-psf

Project Number: 01-1875-17 Page:

Project Name: Dyess AFB Engineered By: MC, E.I.T.

City: Abilene For: Estimate

CODE CRITERIA

qz = 25.4-psf Negative Positive Roof Panel Coefficients: Corners (3) -2.78 .68 (GCp-GCpi) Edge (2) -1.88 .68 Main (1) -1.08 .68 Roof Panel Design Loads: Corners (3) -42.36 10.36 P = qh(GCp-GCpi) Edge (2) -28.65 10.36 Main (1) -16.46 10.36 Wall Panel Coefficients: Corners (5) -1.58 1.18 (GCp-GCpi) Main (4) -1.28 1.18 Wall Panel Design Loads: Corners (5) -24.08 17.98 P = qh(GCp-GCpi) Main (4) -19.5 17.98

Liner Panel Design Loads: -10.00

Girt and Hat Design Loads: Corners (5) -30.98 25.65 (Factored) Main (4) -28.18 25.65

CONTRACT DOCUMENT QUALIFICATIONS

Building Code: IBC 2015 Risk Category: Category II Exposure: C Live Load: 20-psf Wind Load: 115-mph Collateral Load: 0-psf Ground Snow: 5-psf Deflection: L/180 UL Construction: 472

Note: These calculations are preliminary. Calculations are not final unless affixed with an engineering seal and bears the signature of the said engineer. Additional costs may be associated with signing and sealing of calculations.

ROOF SPACING DESIGN

Panel Profile: IBL 5 in. Width: 36 Gage: 24/26 Clip: Roof Panel Clip Panel Clip Spacing: Corners (3) 5.00-ft Edge (2) 5.00-ft Main (1) 5.00-ft Zone Width (a) 7 - ft Use Purlin spacing shown on customer drawings.

WALL SPACING DESIGN

Panel Profile: Tuff-Wall 2 in. Width: 36 Gage: 24/26 Clip: Wall Panel Clip Panel Clip Spacing: Corners (5) 5.58-ft

Zone Width (a) 7 – ft

Project Number: 01-1875-17 Page:

Project Name: Dyess AFB Engineered By: MC, E.I.T.

City: Abilene For: Estimate

LINER SPACING DESIGN

Panel Profile: PBU Width: 36 Gage: 26 Clip: N/A Panel Attachment Spacing: Corners (5) 5.58-ft

Zone Width (a) 7 - ft

ROOF CONNECTION DESIGN

Maximum Clip Load = P × Clip Space × Panel Width × pry factor = 42.36-psf × 5-ft × 3-ft × 1 = 635-lbs Try (2) 1/4-14 TEK3 Fastening To Min. 12 ga. Purlin

Ultimate Pullout Per Fastener 1450-lbs Allowable Factor Of Safety 2.25 Factor Of Safety = 2 * 1450 / 635 = 4.56 Therefore O.K.

ROOF CONNECTION SOLUTION

Use (2) 1/4-14 TEK3 Fastening To Min. 12 ga. Purlin

WALL CONNECTION DESIGN

Maximum Clip Load = P × Clip Space × Panel Width × pry factor = 24.08-psf × 5.58-ft × 3-ft × 1 = 403-lbs Try (2) 1/4-14 TEK3 Fastening To Min. 14 ga. Girts

Ultimate Pullout Per Fastener 1036-lbs Allowable Factor Of Safety 2.25 Factor Of Safety = 2 * 1036 / 403 = 5.14 Therefore O.K.

WALL CONNECTION SOLUTION

Use (2) 1/4-14 TEK3 Fastening To Min. 14 ga. Girts or Min. 16 Hats

LINER CONNECTION DESIGN

Maximum Attachment Load = P × Attachment Space × Panel Width × pry factor = 10-psf × 5.58-ft × 3-ft × 1 = 168-lbs Try (3) #12-14 HWH WW Fastening To Min. 14 ga. Girts

Ultimate Pullout Per Fastener 895-lbs Allowable Factor Of Safety 3 Factor Of Safety = 3 * 895 / 168 = 15.98 Therefore O.K.

Ultimate Pullover Per Fastener 794-lbs Allowable Factor Of Safety 3 Factor Of Safety = 3 * 794 / 168 = 14.18 Therefore O.K.

LINER CONNECTION SOLUTION

Use (3) #12-14 HWH WW Fastening To Min. 14 ga. Girts

Project Number: 01-1875-17 Page:

Project Name: Dyess AFB Engineered By: MC, E.I.T.

City: Abilene For: Estimate

GUTTER AND DOWNSPOUT DESIGN

Gutter Depth (ft.) = 0.4375 Rainfall Intensity (in/hr) = 7.00

Gutter Width (ft.) = 0.4583 Drainage Width (ft.) = 28.69

Downspout Area (sq. in.) =14.00

DS (Gutter) = 53.01 DS (Downspout) = 83.65

Maximum Downspout Spacing Allowed (ft.) = 50.00

Downspout Spacing Requirements

Based on 5.25" x 5.5" Box Gutter w/ 3.5" x 4" Downspouts.

1/5/2018

Project Number: 01-1875-17 Project Manager: Dasire Sylvan

Project Name: Dyess AFB Repair Maintenance Shop

Project Location: Abilene , TX (Jones)

1. Documents:

Building Code: IBC 2015 Building Category: II Live Load: 20

Wind: 115 Ground Snow: 5 Exposure: C

Collateral: 0 Deflection: L/180 Dead Load: 3.1

1.2 Plans, Specifications & Addenda:

Plan Sheet Numbers Issue Dates Specification Sections Issue Dates

A001, A002, A101 11/21/16 076114 Unknown thru A107, A200, A201, 11/21/16 074263 Unknown

A300 thru A305, A400 11/21/16 133419 Unknown thru A402, A500 thru 11/21/16

A502, A600 thru A603, 11/21/16

A700, A701. 11/21/16

S0.0 thru S6.2 as noted 11/21/16 on Cover A0000. 11/21/16

Addenda Numbers Issue Dates

None

2. This Quotation Includes The Following Materials:

2.1 IBL

Width: 36" Exterior Finish: Signature 300 Interior Finish: Mesa

Substrate: Min. 12ga. Purlins Exterior Color: Standard Interior Color: Standard

Thickness: Exterior Texture: Non Embossed Interior Gauge: 26

Reveal: NONE Exterior Gauge: 24 Interior Texture: Stucco Embossed

Area: Roof

2.2 Tuff-Wall

Width: 36" Exterior Finish: Tuff Wall Interior Finish: Light Mesa

Substrate: Min. 14ga Girts/16ga SubgirtsExterior Color: Standard Interior Color: Igloo White

Thickness: 2" Exterior Texture: Textured Interior Gauge: 26

Reveal: Exterior Gauge: 24 Interior Texture: Stucco Embossed

Area: Wall

2.3 PBU

Width: 36" Exterior Finish: Signature 200 Interior Finish:

1.1 MBCI proposes to furnish the following based on the following building code criteria

LUMP SUM QUOTATION

Project Number: 01-1875-17 Project Name: Dyess AFB Repair Maintenance Shop

Substrate: Purlins or Girts Exterior Color: White Interior Color:

Thickness: Exterior Texture: Smooth Interior Gauge:

Reveal: Exterior Gauge: 26 Interior Texture:

Area: Liner

Note: MBCI is quoting secondary structural purlin material

Note: MBCI is quoting secondary structural girt material

Note: MBCI is quoting secondary structural hat/subgirt material

Note: N/A

Framing Notes:

NuRoof Notes:

3. General Notes:

All liquidated damages and retainage fees

Defense Department Priority Ratings

All panels and flashing are to have a Galvalume substrate, Galvanized for insulated panels

The cost of seamer rental, if needed, is not included within this quotation

Field cut and bend downspouts, if required, to fit offsets at overhangs and building walls

Engineering is not provided for material that is not furnished by MBCI

• MBCI is quoting the necessary nuts and bolts, punching, and bracing within this

• Purlin and girt clips are NOT included in this quote

N/A

• MBCI is quoting framing with a Red Oxide finish

N/A

MBCI expects it's customers to inspect all materials when they are unloaded, and immediately notify

MBCI of any defects, including excessive oil canning. Use and/or installation of the product constitutes irrevocable acceptance. Panels cannot be rejected for excessive oil canning, or any other reason once installed.

All accessories are quoted according to MBCI's standard product offering

MBCI's Weathertightness Warranty supersedes and is in lieu of any and all other Weathertightness warranties in the specifications.

MBCI is not responsible for the following items:

Standard flashing profiles are being quoted where applicable

MBCI recommends the use of a vapor barrier over a metal deck. The vapor barrier is not supplied by

MBCI and is not a part of this quotation.

MBCI assumes that any plywood is NOT treated wood. (If treated wood is used, stainless steel fasteners will be required and pricing will be subject to change)

Authorization of installers

Bid Bond

1/5/2018 2

4. Panel Notes:

5. Weathertightness Warranty:

6. This Quotation Specifically Includes The Following Services By MBCI:

Mock up samplesRoof penetration framing and drawings

All of the Seller's procedures must be strictly followed before issuance of Warranty

MBCI agrees to provide, in a timely manner, complete and final approval drawings, calculations and a Bill of

Materials. If MBCI's approval drawings, bill of materials, or calculations are furnished in accordance with industry standards and the Contractor, Architect, and/or Owner fails to approve the documents, MBCI or customer upon written notice has the option to terminate this agreement.

MBCI has included 3 sets of Approval Drawings and 3 sets of Construction Drawings (no sepias) in the price of this project. The price is based on the project being drawn complete. For additional sets or sealed douments please inquire.

7. MBCI is not responsible for compliance with plans and specifications. MBCI makes no warranties expressed or implied, as to the merchantability or fitness for any particular purpose of these products. MBCI is not responsible for quantities/gauges/lengths/color(s), etc.

For the most current information concerning the various panel systems, please refer to www.mbci.com.

MBCI is quoting a 20 Year Standard II-Roof, 20 Year Standard III-Walls Weathertightness Warranty

MBCI is quoting Formed Trim

Roof curbs & related flashing

Curb framing or drawings

General Conditions

Louvers & related flashings

Roof penetrations & related flashings

Labor and Material Payment bonds

Field measurements

Supplementary conditions

All primary main framing and rod bracing Insulation

Flashing material is quoted in the same color, gauge and finish as associated panel system

Performance Bond

Installation by authorized installers

Installation by manufacturer's installers

SMACNA and/or NAMM

1/5/2018 3

Total: 336,948.07$ Estimated Truck Loads of Freight: 12

1. Customer to coordinate MBCI's punching pattern & purlin/girt locations with structural steel supplier. No allowance has been made for special punching.

2. Weathertightness warranties for the roof & wall panels are quoted pending final approval by MBCI's Warranty Group.

FORCE MAJEURE—Under no circumstances shall Seller be liable in any way to Buyer, building owner or any other party for delays, failure in performance, or loss or damage due to force majeure conditions including, without limitation:

fire; flood; epidemics; quarantine; lightening; strike; embargo; explosion; power surge or failure; acts of God; war; labor or employment disputes; civil disturbances; acts of civil or military authority; inability to secure m aterials, fuel, products or transportation facilities; acts or omissions of suppliers; or any other causes beyond Seller’s reasonable control, whether or not similar to the foregoing. FURTHER, BUYER HEREBY AGREES AND STIPULATES THAT, IN THE EVENT SELLER RECEIVES NOTIFICATION OF A SCHEDULED PRICE I NCREASE FROM ANY OF ITS SUPPLIERS BETWEEN THE DATE OF THIS LUMP SUM QUOTATION AND THE DATE SCHEDULED FOR DELIVERY OF MATERIALS STATED HEREIN. SELLER RESERVES THE RIGHT , IN ITS SOLE DISCRETION, TO INCREASE THE PURCHASE PRICE STATED HEREIN IN AN AMOUNT CORRE SPONDING TO SAID PRICE INCREASE.

The lump sum price for all of the above is listed below, F.O.B. nearest producing and shipping plant with freight prepaid and allowed to the jobsite. Prepaid freight and fuel surcharges will be invoiced at rates in effect at the time of shipment(s).

These charges may be in addition to the lump sum price. This price does not include taxes, unloading or erection services.

9. In the event Buyer issues a purchase order(s) in conjunction with the Limited Lump Sum Quotation for the release of material or for any other reasons, the terms and conditions of this Limited Lump Sum Quotation shall take precedence over and shall be controlling with respect to the quotation and contract between the parties.

10. MBCI's Terms and Conditions of Sale (available at http://www.mbci.com/documents/credit-application/) are incorporated herein by reference and are as fully a part of this Quotation as though copied verbatim and set forth at length herein. The final acceptance or rejection of this Quotation shall be made by a MBCI authorized employee or agent.

8. This quotation/agreement includes estimated freight. The quantity was estimated using full truckloads. If the

Buyer requires partial truckloads, purchaser agrees to pay for additional freight. Buyer agrees to reimburse MBCI for all freight costs and charges incurred by MBCI in connection with this Quotation/Sale, including any/all freight surcharges charged by carriers.

11. Subject to the terms and conditions stated herein, this quotation is not valid after 15 days from the date of this quotation.

1/5/2018 4

3. Attachment of SG-1 subgirts to masonry or stud walls is NOT by MBCI.

4. FP-3 fastening of Tuff-Wall panels is NOT required. Tuff-Wall panels attach to girts or subgirts with standard clips only.

1/5/2018 5

Interior Texture: Stucco Embossed

Interior Texture: Stucco Embossed

1/5/2018 6

S. Gevers, San Antonio, TX 78210