1243ZP20R0011 Amd 003.pdf

(x)

1243ZP20R0011

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 electronic communication 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 letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

x

43ZP

ATLANTA GA 30309-2449

1720 PEACHTREE RD SW SUITE 876 SOU

SOUTHERN REGION

USDA FOREST SERVICE

08/31/20200003

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

07/20/2020

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 data, 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 ________1_________ 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.)

Amendment 0003

The purpose of this amendment is to post the Q&As and to incorporate a corrected SF-1442.

The Original SF-1442 incorrectly selected that bid guarantees was not required. The corrected SF-1442 checks that bid guarantee is required for this solicitation.

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)

SHUNDRICA T. DANIELS

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

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 .

X

08/31/2020

SOLICITATION, OFFER,

AND AWARD

2. TYPE OF SOLICITATION

6. PROJECT NO. 4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.

PAGE OF PAGES

7. ISSUED BY CODE 8. ADDRESS OFFER TO

SOLICITATION

(Construction, Alteration, or Repair)

1. SOLICITATION NO. 3. DATE ISSUED

IMPORTANT -- The "offer" section on the reverse must be fully completed by offeror.

9.

INFORMATION

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder."

CALL:

FOR

SEALED BID (IFB)

NEGOTIATED (RFP)

1009707

USDA FOREST SERVICE

SOUTHERN REGION

1720 PEACHTREE RD SW SUITE 876 SOU

ATLANTA GA 30309-2449

43ZP

a. NAME

SHUNDRICA DANIELS

b. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

404-347-2348

2 x 07/20/2020

1243ZP20R0011

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date)

11. The Contractor shall begin performance

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

award, notice to proceed. The performance period is mandatory negotiable. (See ________________________________________________.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and is not required.is, b. An offer guarantee

c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

d. Offers providing less than

12b. CALENDAR DAYSYES NO

(If "YES", indicate within how many calendar days after award in Item 12b.)

0 0 calendar days and complete it within ________________ ________________ calendar days after receiving

____09/11/2020

NSN 7540-01-155-3212

x x copies to perform the work required are due at the place specified in Item 8 by _____________ ____1600____ (hour) local time calendar days for Government acceptance after the date offers are due will not be considered and will be rejected . _________________

STANDARD FORM 1442 (Rev. 4-85)

Prescribed by GSA

FAR(48 CFR) 53.236-1(d)

X

X

Price Range: The Government's estimate is between $5,000,000 and $10,000,000.

BONDS: Payment and Performance Bonds are required for the Awardee. A Bid Guarantee is required. Electronic bonds shall be sent per FAR CAAC Letter # 2020-04.

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within ____________________ calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement stated in item 13d. Failure to insert any number means the offeror accepts the minimum in item 13d.)

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NO. (Include area code)

16. REMITTANCE ADDRESS (Include only if different than item 14.)

CODE FACILITY CODE

AMOUNTS

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGEMENT OF AMENDMENTS

OFFER (Must be fully completed by offeror)

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE.

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print) 20b. SIGNATURE 20c. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

26. ADMINISTERED BY CODE 27. PAYMENT WILL BE MADE BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this document and return (Contractor is not required to sign this document.)

Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award.

No further contractual document is necessary.

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print) 31a. NAME OF CONTRACTING OFFICER (Type or print)

30b. SIGNATURE 30c. DATE 31b. UNITED STATES OF AMERICA 31c. DATE

BY

PAGE 3 OF

USDA FOREST SERVICE

SOUTHERN REGION

1720 PEACHTREE RD SW SUITE 876 SOU

ATLANTA GA 30309-2449

43ZP

SHUNDRICA T. DANIELS

28. NEGOTIATED AGREEMENT 29. AWARD

Contractor agrees to furnish and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, copies to issuing office.)

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

STANDARD FORM 1442 (REV. 4-85) BACK

Continued...

08/31/2020

Item # Question Response

1 Is there a Site Visit? Site Showing by appointment for 8/19-21/2020 from 8:30am-12pm posted on beta.Sam.gov to be scheduled through Eventbrite.

2 Unable to download one of the attachment documents provided today at the project solicitation page: Catalina Revitalization SOW_17Jul20.pdf.

An Amendment was issued 07/20/2020 that includes the requested information.

3 The following document is not available for download via beta.Sam.gov: Catalina

Revitalization SOW_17Jul20.pdf.

See Item #2.

4 We do not see information uploaded on the Beta Sam page of plans and request for SOW.

Documentation for the visiting site or solicitation.

See Items #1 and #2.

5 I was unable to locate any document within the system that provides information as to how to participate in the id process and if there is any scheduled site visit to participate in.

See Items #1 and #2.

6 Please specify Ceramic Tiles (CT) in the "Interior Finish Schedule" in page A-600 of the drawings. Most appear as "CT" without number detail.

For Accents/Walls, use CT1/CT2. For Floors/Base, use CT3. For Shower Walls, use CT4. Colors to be confirmed from BOD manufacturer's standard color sections (via submittal) during construction phase.

7 Please confirm Kitchen Backsplash as CT-2. This is specified as 12" x 24" not typical size for backsplash.

Price as indicated. Selection will be confirmed (via submittal) during construction phase.

8 Allowed to submit alternates for materials? No. Submit materials as specified. If a trade name is specified as a Basis of Design (BOD),it should be understood as “similar or equal” to such brand.

9 Is there be a millwork schedule for the furniture? Panel type for millwork? Hardware? ADA accessible?

Systems furniture is provided by the Government. This facility is to be 100% accessible. All available information for millwork/hardware is in drawings/specifications. Provide a suitable allowance for any unclear items.

10 Will the same 600A main breaker be used, the existing one? All equipment to be new, unless indicated as Existing to be Reused (See E-501).

11 Will the electrical panels be new? All equipment to be new, unless indicated as Existing to be Reused (See E-501).

11 Will the pipe that goes from the main breaker to the transformer be reused or is it new? All equipment to be new, unless indicated as Existing to be Reused (See E-501).

12 Are the lighting posts new or are they existing? All equipment to be new, unless indicated as Existing to be Reused (See E-501).

13 On page A-501, where does the Type E door apply? Unknown at this time. Provide pricing per drawings/specifications. Door Type E will be clarified during construction.

14 In Division 7 of the specifications, where does Section 072700 apply? See Architectural Drawings.

15 In Division 10, where does Section 104413 apply? See Architectural Drawings.

16 On pages A-001, note J, please provide name of existing sealing company. Existing roof manufacturer is All Weather Insulated Panels. Product and Warranty information have been added to the Solicitation.

17 On page C-101, key note 2, indicates demolition of building 2, please provide photos and dimensions.

See Item #1.

18 Please indicate if there will be a site visit. See Item #1.

19 On page C-102, indicate "future solar canopy", please clarify if this is part of the work; if so, please provide drawings and specifications.

OPTION ITEM NO. 1 - Solar Installation has been deleted from this Solicitation.

20 There are 3 types of readers listed in the spec (HID models 920PHRNEK00004, 910PHRNEK00004 & 921PHRNEK0002D) but nothing identifies then in the print. Can you indicate the reader(s) to be used, and the location for each?

See Section 087100: 3.9 Door Hardware Schedule.

21 Access Controller are to be installed where? Install in IT Room.

22 Door Hardware: Maglocks, strikes, electrified locks, or mechanical/electromechanical push bars-which are to be used? If so, what doors use what types?

See Section 087100: 3.9 Door Hardware Schedule.

23 Door Hardware: Who provides the locks and any related hardware? All specified items to be provided by Contractor.

24 Door Hardware: REX PIRs are specified for doors with no panic bars–which are those doors? All access control doors require a request to exit device integral to the lock.

25 Door Hardware: Push Buttons are specified (normally associated with mag locks)–which doors require mag locks?

Required for all panic devices or remote door opening.

26 Door Hardware: Spec calls for DTMOMA-2 push button console for remote door opening.

How many consoles required? Which doors require this remote release? Where will the console(s) be located?

See Section 087100: 3.9 Door Hardware Schedule.

27 CCTV System: Analog or IP System? Specs seem to indicate an Analog system. IP based system on a physically separate network from the Forest Service network.

28 CCTV System: Color and B/W cameras are specified–which goes where? provide all B/W cameras.

29 CCTV System: PTZ cameras and PTZ controls are mentioned in spec–how many of each and where?

All CCTV cameras are to be fixed.

30 Is the USDA Forest Service will be having a pre bid meeting for this solicitation and if not with who we can coordinate a Site Visit?

See Item #1.

31 Please let us know if there is going to be a Site Visit. If so please inform date and time. See Item #1.

32 In the specifications, Section 102113.17, the partitions that are required is of the Solid

Phenolic Core material, however, on Sheet A-600 Interior Finishes, 102113-17 of the drawings the material is required to be Solid Plastic HDPE from Bradmar Partitions. Which of the two materials should we quote?

Provide solid phenolic toilet partitions. Delete references to other materials.

33 Can the government please confirm if the PC-607 Renovation of Catalina Headquarter project is considered Design-Build, or Design-Bid-Build? Several sections of the RFP give an indication that A&E services are required for this project.

Project is Design-Bid-Build. Construction documents are complete. Any design required is incidental to construction.

34 We don’t find the solicitation document in the attachments. Also, need to know is there had being a pre-bid meeting for this project. Will this be a bid process or negotiation?

See Items #1, #2 and #33.

35 Is a bid bond required? Provide Bid Bond.

36 In (Section L) the Submission Instructions asked the GC's to submit the proposal through email. If the proposal file is too big to send through email, please advise on what should be done if this occurs.

If unable to upload documents, Offerors may send in multiple emails or send in zip files to shundrica.daniels@usda.gov.

37 I was trying to log in the Eventbrite page to reserve for site visit. Is it available any spot? See Item #1.

38 After reviewing all documents included in the Solicitation, I need to know, does this solicitation ask for a Designer? Will be design-build as per Facilities Design Requirements-

April 2020?

See Item #33.

39 There are 140 drawings in Revitalization of Catalina Headquarters & Site. Are these existing drawings? They are dated 06/22/2020.

The drawings dated 06/22/2020 are the Construction Documents for this Project.

40 Hurricane Damage Assessment for The Catalina Field Office and El Yunque National Forest-

Unit 0816 document is provided, but wanted to make sure that only information pertaining

Catalina will be take in account and disregard all info about El Yunque National Forest-Unit, right?

In formation in the Hurricane Damage Assessment for The Catalina Field Office is only relevant to the extent it applies to the SOW Catalina. Any other information is For Information Only.

41 LEED Checklist is provided. Is this project already filed in the USGBC? Only LEED Silver is required?

This project has been designed to LEED Silver standards only. It will not be registered with USGBC.

42 Is the security analysis by the Contractor? Yes.

43 Is the commissioning and getting the certification of green building by the Contractor? Commissioning is by the Contractor. The building will not be registered with the USGBC. See Item #41.

44 In Drawing HQ.AD101 AND HQ.AD102 indicates that the entire “stucco system” has to be removed and applied new but on the visit, we were able to see that the entire building is painted/cement plastered. Please indicate how do we proceed.

Existing exterior finishes to be removed as indicated. Substrate to be prepared per manufacturer's recommendations for new plaster and paint finish.

45 In Drawing C-101 indicates we have to remove several tress, the permits will be by the

Contractor or by the Owner?

No tree removal permits are required. Price removal of trees indicated. However, the removal of any tree will need to be approved by and coordinated with the Government during construction.

46 Is it possible to submit a substitution for the Precast Structure due to the project being located in Puerto Rico? Ground freight is not available from the US and a structure of this size and weight will be difficult to transport.

Substitutions are not being considered during the solicitation phase. Provide an allowance for what is indicated.

47 Can you provide electrical bills so the PV system can be accurately estimated? OPTION ITEM NO. 1 - Solar Installation has been deleted from this Solicitation.

48 If more area is needed for the solar panels than available/proposed, should we assume we have to build additional structures or should we limit the amount of panels to the available area shown in the drawings?

OPTION ITEM NO. 1 - Solar Installation has been deleted from this Solicitation.

49 Please provide additional details of the chain link fence: tube diameters, tube gage, height, top rail and bottom rail information, etc.

See Detail C, Sheet C-503.

50 Note 7 on HQ.A-201 says that shutters shall be installed in all new windows and storefront system. In the drawing elevations it also puts the note on exterior doors. Does this apply to all exterior openings, including doors and louvres, or just windows?

Windows and glass storefront doors.

51 The first level bathrooms indicate in the finishes table that they have CT but it doesn’t specify which.

See item #6.

52 The walls of all the bathrooms say CT but it doesn’t say which. See Item #6.

53 For the kitchen backsplash it says CT-2 but CT-2 is 12”x24” which is a strange choice for backsplash. Please clarify and/or confirm.

See Item #7.

54 In Page C-502 in the Drawings there's a 12" subgrade compacted to 95% MOD. Proctor

Test. Just to confirm, this will be the existing ground material or will a specific material be used?

Existing material.

55 Will the Hurricane rolling shutters be electric or manual? Color will be specified by the architect. Will there be a specific color/ finishing process for the shutters?

Electric operation with manual override. The shutters on the building entrances must provide a means to manually operate the shutter from the outside, in case of a full power outage. Color will be selected by the USFS from manufacturer's standard color palette.

56 Please provide specific veneer details for millwork.

57 For the construction of the 2" force main shown on Drawing C-105, the Contractor shall perform some vegetation clearing along the pipeline path:

Provide seedless, biodegradable geotextile material to prevent mud runoff at impacted areas.

58 Who is responsible for permits? This project is on federal property, so no building construction permit is required for the Government of PR.

However, applicable codes apply.

59 Is there vegetation to be protected? Please indicate. All vegetation shall be protected.

60 Is a tree mitigation plan necessary? Please provide. All trees indicated to be removed to be inspected by USFS prior to removal.

61 Please provide information for vegetation restoration for this area, if any. See Item #57. Provide an allowance for areas round the main building impacted by heavy equipment, personnel activities, the removal of trees, etc.

Question Tracking Form

Revitalization of Catalina Headquarters Building and Site

8/28/2020 Catalina Question Tracking Form_28Aug20 Final 1 of 1

SUBMITTAL

TRANSMITTAL

Project: Mold Remediation, Demo and Roof Date: 9/28/2018 Replacement - Cataline HQs, PR GBA Project Number: 2018001YNQ

Submittal No. 010 Resubmission

To (USDA Forest Service): Date: 9/28/2018 From (G. Batista & Associates): By: Greg Batista

Qty.

Submitted for review and approval Substitution involved - Substitution request attached Resubmitted for review and approval If substitution involved, submission includes Complies with contract requirements point-by-point comparative data or preliminary details Will be available to meet construction schedule Items included in submission will be ordered A/E review time included in construction schedule immediately upon receipt of approval

Other remarks on above submission: One copy retained by sender

To (G. Batista & Associates): Date:

From (USDA Forest Service): By:

Date Rec'd: Date Trnsmt'd:

Approved Revise / Resubmit Approved as noted Rejected / Resubmit

Other remarks on above submission: One copy retained by sender

To (A&E): Attn:

From (Contractor): By:

Date Rec'd : Date Trnsmt'd:

Approved Not subject to review Approved as noted Provide file copy with corrections identified No action required Sepia copies only returned Revise / Resubmit Point-by-point comparative data required to complete Rejected / Resubmit approval process Approved as noted / Resubmit Submission Incomplete / Resubmit

Other remarks on above submission: One copy retained by sender

To (Contractor): Attn:

From (A&E): By:

Date Rec'd: Date Trnsmt'd:

Copies: Owner Consultants One copy retained by sender

TRANSMITTAL

A

Spec. Section Title and Paragraph / Drawing Detail Reference Reference / Number Title / Description / Manufacturer

010 Roofing Cut Sheets

TRANSMITTAL

TRANSMITTAL

TRANSMITTAL

Other

C. Shope

APPROVED AS NOTED

Panel Thickness:

3.25” 4” 5” 6”

Insulating Values (R):** 26 32 41 49

SR2 Product Data Sheet

Standing Seam Roof Panel

INNOVATIVE.

ADAPTABLE.

ENERGY EFFICIENT.

TESTED & APPROVED

All Weather Insulated Panels’ products have been extensively tested under a variety of North American standards:

FM 4880: Class 1 Fire Rating FM 4471: Class 1 Roof Assembly CAN/ULC S102: Flame Spread CAN/ULC S126: Flame Spread (Roof) ASTM C518/C1363: Thermal Transmission ASTM E1646: Water Penetration ASTM E1680: Air Infiltration ASTM E72: Structural Strength

FLORIDA APPROVED

The look of traditional standing seam integrated with the benefits of an insulated metal panel - a great alternative to field assembled roofing components.

FEATURES AND BENEFITS

• Field seamed, hidden fastener joinery provides maximum protection against the elements.

• The trapezoidal rib design provides added strength against potential foot traffic damage compared to other standing seam roof products.

• The standard exterior metal surface is smooth 26ga G-90 galvanized steel with standard PVDF and SMP exterior coatings (other coatings may be available).

• The standard interior metal surface is embossed 26ga Imperial White.

• The panel arrives on site in one piece and requires a simple one-step installation reducing construction time and costs.

PRODUCT PARAMETERS

Panel Width: 40”

Panel Length: 8’ min to 50’ maximum based on a 48’ flatbed trailer length. Consult your sales representative for other available lengths.

Insulation Material: CFC-free foamed-in-place polyisocyanurate foam 2.1 to 2.5 pcf density.

Joint Configuration: 90o field seamed.

Metal facings: 26ga galvanized steel (22ga, 24ga available).

Coatings: PVDF & SMP (other coatings available).

Accessories: fasteners, standing seam clip assemblies, sealants, brake formed flashings.

**R-Value tested in accordance with ASTM C518/C1363 at 40oF mean temperature, adjusted for a windspeed of 15 mph.

©2015 All Weather Insulated Panels (AWIP) – All rights reserved. In accordance with ongoing efforts to improve our products and their performance, AWIP reserves the right to change without notice the specifications herein. These contents are for general information only and are not intended to serve as any type of advice. Every effort is made to ensure the accuracy of the information included herein and it is believed to be accurate and reliable as of the date of publication. AWIP does not warrant or represent the accuracy or reliability of any information included in this brochure. Any reliance on any information without consultation with AWIP or a duly authorized representative shall be at the user’s own risk.

U.S.A 929 Aldridge Rd. Vacaville, CA 95688 15000 Panatella Pkwy Little Rock, AR 72206

1-888-970-AWIP (2947)

awipanels.com

All Weather SR2 Roof Panel Specifications

Pre-Insulated Metal Panels

Division 7, Section 07400

Part 1 – General

1.01 Description

Furnish and install all steel faced factory insulated roof panels forming the exterior cladding and the related accessories and trims required for a complete weathertight roof installation.

1.02 Design

The metal faced foam core roof panels shall be produced on a continuous process manufacturing line under strict quality control and must be independently audited quarterly by a recognized audit facility/testing lab. Panel thickness, gauges, spans between supports and overall lengths shall be as required to contribute to the combined action of the roof in resisting the specified design loads with a deflection not to exceed L/240.

1.03 Shop Drawings

Contractor shall furnish detailed drawings showing location and profile of insulated panels, as well as location and shape of formed metal flashings, and the location and type of sealants and fasteners.

1.04 Acceptable Manufacturers

Insulated wall panels shall be manufactured by All Weather Insulated Panels, 929 Aldridge Rd, Vacaville, CA 95688, 888-970-AWIP, www.awipanels.com

1.05 Substitutions

This specification is written with the SR2 roof panel as the basis of acceptable design, quality and performance. Requests for substitutions must be submitted in writing no less than 14 days prior to bid.

Part 2 – Products

2.01 Material

A. The insulated metal roof panel shall be _____ (3.25, 4, 5 and 6) inches thick and 40 inch wide as detailed on the design drawings. The side joint shall be a 2” high trapezoidal standing seam rib design utilizing a continuous non-skinning butyloid sealant bead. ¼-

14 hex head fasteners shall be installed through the pre-punched hidden SR series joint clip. The clip assembly shall positively lock the face and liner sheet of the panel to the structural supports and provide positive resistance to negative wind loads. An additional minimum 1/4 inch continuous bead of approved non-skinning butyloid gun grade sealant equivalent to Schnee-Morehead 5430 may be applied at the liner side grooved joint of the roof panel joint prior to engagement as shown on the panel shop/erection drawings .

B. The panel exterior shall be SR2. The exterior metal substrate shall be 26ga G90 Galvanized or AZ50 Galvalume Steel coated with a 30 year PVDF finish with a total dry film thickness of 1.0 mil including primer. The exterior color shall be selected from manufacturer’s six in-stock standards. The panel interior shall have lightly planked mesa ribs on 2.22” centers. The interior metal substrate shall be minimum 26ga G60

Galvanized or AZ35 Galvalume Steel coated with a polyester finish with a dry film thickness of 1.0 mil including primer. Interior color shall be Imperial White.

C. The continuously foamed in-place panel core shall be Class 1 rigid polyisocyanurate (polyurethane) foam meeting the physical properties listed under section 2.02 G.

D. The insulated panel manufacturer shall furnish either the formed metal flashings or the flat stock in the same gauge, color and paint finish system as the panel facings.

2.02 Performance Tests

A. The panels ability to withstand positive and negative design loads shall be verified by testing in accordance with the ASTM E 72 Vacuum Chamber Method with the standard deflection criteria to be L/240.

B. The panel thermal properties shall be verified by actual tested values in accordance with the ASTM C 518 steady state thermal transmission test method. Aged K Factor shall not exceed .14 @ 75º F mean temperature or .13 @ 40º F mean temperature.

C. The panel core shall have a flame spread maximum of 25 and smoke developed maximum of 450 as tested in accordance with the ASTM E 84 test method.

D. The panel shall have Factory Mutual Class 1 Approval for wall and roof/ceiling construction in accordance with the full scale FM 4880 test program with no height restriction.

E. The panels shall have Factory Mutual Approval for wind uplift, hailstorm, foot traffic, and spread of flame (ASTM E 108- Class A rated) in accordance with FM 4471.

F. The polyisocyanurate foam core shall meet or exceed the following physical properties:

i. Compressive Strength: 25 psi

ii. Density (in-place): 2.1-2.5 pcf

iii. Shear Strength: 28-32 psi

iv. Closed Cell Content: 95%

v. Dimensional Stability: 14 day aged (ASTM D 2126) -20 degree F <

1% chg, dry heat 158 degree F < 1% chg, Humid Heat 158 degree F H. Panels not meeting these testing and performance criteria are not permitted to be used for this exterior roof application.

Part 3 – Execution

3.01 For quality panel installation, the contractor/installer shall examine the alignment of the structural steel before installing the metal wall panels. The steel shall be aligned to the tolerances established in the AISC code of standard practice, section 7, and the supplemental modification control section 7.11.3, adjustable items. The maximum deviation of steel alignment shall be limited to -0 = 3/16” from the control with a 1/8” maximum change in deviation for any member of any 10’-0” run of panel. The erector shall not proceed with installation if the structural steel is not within the specified tolerances. The face of all structural members to which the panels are attached must be in the same vertical plane, flat and free of obstructions such as weld marks, bolts or rivet heads. Roof panels shall only be mechanically attached to structural or secondary roof framing that is running perpendicular the roof panel lengths.

3.02 The metal roof panels shall be erected by an experienced metal panel contractor in accordance with the approved drawings, specifications and installation instructions.

3.03 The applicable seaming tools, motorized or crimp style, shall be as specifically recommended by your AWIP sales or technical representative. These seaming tools can be purchased or rented through an AWIP approved seaming tool manufacturer/distributor.

3.04 Manufacturer shall provide panel contractor with written instructions for recommended product storage and handling.

3.05 Repair or replace any damaged or defective panels after determination of responsibility.

3.06 Manufacturer shall warrant the panels as free from defects in material and workmanship for 2 years from the date of production.

3.07 Manufacturer shall warrant that the exterior paint finish will not:

A. Chip, crack, check, or peel for a period of (30) thirty years from date of installation (except for such crazing that may occur on tightly roll-formed edges and brake bends).

B. Chalk in excess of a numerical rating of (8) for a period of (30) thirty years from date of installation when measured in accordance with the standard procedures outlined in ASTM D-659.

C. Fade or change color in excess of (5) E units for a period of (30) thirty years from date of installation when calculated in accordance with ASTM D-2244. The color change is to be measured on exposed painted surface cleaned of surface soils and oxidation.

Project: Mold Remediation, Demo and Roof Date: 9/28/2018 Replacement - Cataline HQs, PR GBA Project Number: 2018001YNQ

Submittal No. 010A Resubmission

To (USDA Forest Service): Date: 9/28/2018 From (G. Batista & Associates): By: Greg Batista

Qty.

Submitted for review and approval Substitution involved - Substitution request attached Resubmitted for review and approval If substitution involved, submission includes Complies with contract requirements point-by-point comparative data or preliminary details Will be available to meet construction schedule Items included in submission will be ordered A/E review time included in construction schedule immediately upon receipt of approval

Other remarks on above submission: One copy retained by sender

To (G. Batista & Associates): Date:

From (USDA Forest Service): By:

Date Rec'd: Date Trnsmt'd:

Approved Revise / Resubmit Approved as noted Rejected / Resubmit

Other remarks on above submission: One copy retained by sender

To (A&E): Attn:

From (Contractor): By:

Date Rec'd : Date Trnsmt'd:

Approved Not subject to review Approved as noted Provide file copy with corrections identified No action required Sepia copies only returned Revise / Resubmit Point-by-point comparative data required to complete Rejected / Resubmit approval process Approved as noted / Resubmit Submission Incomplete / Resubmit

Other remarks on above submission: One copy retained by sender

To (Contractor): Attn:

From (A&E): By:

Date Rec'd: Date Trnsmt'd:

Copies: Owner Consultants One copy retained by sender

TRANSMITTAL

TRANSMITTAL

TRANSMITTAL

010A Roofing Shop Drawings

TRANSMITTAL

A

Spec. Section Title and Paragraph / Drawing Detail Reference Reference / Number Title / Description / Manufacturer

Other

Structural Steel & Miscellaneous Fabrication Department

PO BOX 5309

CAGUAS, PR 00726 TRANSMITTAL SHEET

(787)747-9415 fax: (787) 523-0001

To: G BATISTA & ASSOCIATES Date: SEP-21-2018

EL YUNQUE NATIONAL FOREST Attention of: GREG BATISTA

Project: NEW STANDING ROOF SYSTEM FOR CATALINA BUILDING

WE ARE DELIVERING:

These Prints are for:

By Messenger

X Approval As requested

Regular Mail

Resubmittal

Email X

As Noted Field Use

Item No. of Prints Dwg. No. Title of Drawing

PDF 1 ISO-1 ISOMETRIC VIEW

PDF 1 E-1 ERECTION DRAWINGS - PLAN VIEW, SECTIONS & DETAILS

PDF 1 E-2 ROOF STANDING SEAM DETAILS

PDF 1 SK-1 COLOR CHART

PDF 1 SK-2 PRODUCT DATA

Received By:

Date: Structural Steel & Miscellaneous Fabrication Department

NOTE: MATERIAL DELIVERIES HAVE TO BE COORDINATED WITH

DETAILER. WITH ENOUGH AMPLE TIME TO FABRICATE.

PLEASE ALLOW 10 WORKING DAYS FOR FABRICATION.

APPROVED DRAWINGS OR WRITTEN AUTHORIZATION ARE By: C. RAMOS / G. VIDAL

REQUIRED TO RELEASE MATERIAL FOR FABRICATION.

Steel and Pipes, Inc.

gregbatista Typewritten Text

G.BATISTA & ASSOCIATES

SHOP DRAWING REVIEW BY GB

DATE : 9/21/18 6:05PM

STATUS: REVIEWED AND APPVD

C. Shope Text Box Provide actual color samples.

C. Shope Text Box Provide warranty.

INDICATED PART SIDE MARK.

PLEASE ACKNOWLEDGE THAT STEEL AND PIPES

IS A MANUFACTURING COMPANY, NOT ARCHITECTS

OR STRUCTURAL DESIGNERS. STEEL AND PIPES IS

NOT RESPONSIBLE OR LIABLE FOR ANY DEFECTS OR

ACCIDENTS CAUSED AS A RESULT OF THESE DRAWINGS.

WE STRONGLY SUGGEST YOU CONSULT AN ARCHITECT

OR ENGINEER FOR FINAL DESIGN AND/OR APPROVAL.

FABRICATION NOTE:

STEEL AND PIPES DETAILS ARE PREPARED AS PER DESIGN

PROVIDED BY CLIENT. OTHERWISE, OUR DETAILS ARE

SUGGESTED AND ARE SUBJECT TO CLIENT'S QUALIFIED

ENGINEER OR ARCHITECT EVALUATION AND APPROVAL.

WE ARE NOT RESPONSIBLE FOR DESIGN OR CALCULATIONS.

DRAWINGS FOR

APPROVAL NOT

FOR FIELD USE

ALL DIMENSIONS, ANGLES, ELEVATIONS

OR OTHER DATA GIVEN IN THESE

DRAWINGS TO BE KEPT. STRUCTURAL

STEEL TO BE FABRICATED AS PER THIS

DATA. STEEL & PIPES MUST BE ADVISED

OF ANY DEVIATION TO THIS DATA, UPON

DRAWINGS ACCEPTANCE BY GENERAL

CONTRACTOR TO USED

FOR FILES AND FIELD USE

NOTES:

X6.

DRAWINGS SUBMITTED FOR

APPROVAL ON SEP-21-2018

RETURN ONE COPY OF

DRAWING SUBMITTED

STEEL & PIPES TO BEGIN

FABRICATION UPON RECEIVE

OF FINAL APPROVED DRAWING

1. ALL MATERIAL GALVANIZED STEEL A-36, EXCEPT TUBING.

2. FOR TUBING GALVANIZED STEEL A-500 GR. B.

3. GALVANIZED STEEL BEFORE FABRICATION.

4. COLD GALVANIZED WILL BE APPLIED TO ALL.

GALVANIZED CUTS AND WELDS.

5. FOR STANDING SEAM DECKSPECIFICATION,

SEE NOTE BESIDE DECK.

GREG BATISTA

C.R.L.

ISOMETRIC VIEW

CATALINA HEADQUARTERS

18-643

G BATISTA-ASSOCIATES

EL YUNQUE NATIONAL FOREST

CATALINA HEADQUARTERS

ISO-109/18/2018

EL YUNQUE NATIONAL FOREST

ONE S/C OF RED OXIDE

A36

0 ISSUED FOR APPROVAL C.R.L 09/21/2018

U/N

I

PS

& STEEL AND PIPES, INC.

SHEET NO.JOB NO.

REVISION DESCRIPTIONMARK

CHECKED BY:

SHEET TITLE:

DATEBY:

DRAWN BY:DATE: DATE:

P.O. BOX 5309 CAGUAS, P.R. 00726

CONTACT:CLIENT: PROJECT:

U/N

U/N

U/N

U/N

SHOP NOTES

SHOP BOLTS:

FIELD BOLTS:

PAINT :

WELDING :

OPEN HOLES:

ALL MAT'L. :

QUALITY CONTROL:

TEL. 747-9415 FAX. 523-0001 e-mail: gvidal@steelandpipes.com

3d

GREG BATISTA

C.R.L.

ERECTION PLAN

CATALINA HEADQUARTERS

18-643

G BATISTA-ASSOCIATES

EL YUNQUE NATIONAL FOREST

CATALINA HEADQUARTERS

E-109/18/2018

EL YUNQUE NATIONAL FOREST

ONE S/C OF RED OXIDE

A36

0 ISSUED FOR APPROVAL C.R.L 09/21/2018

U/N

I

PS

& STEEL AND PIPES, INC.

SHEET NO.JOB NO.

REVISION DESCRIPTIONMARK

CHECKED BY:

SHEET TITLE:

DATEBY:

DRAWN BY:DATE: DATE:

P.O. BOX 5309 CAGUAS, P.R. 00726

CONTACT:CLIENT: PROJECT:

U/N

U/N

U/N

U/N

SHOP NOTES

SHOP BOLTS:

FIELD BOLTS:

PAINT :

WELDING :

OPEN HOLES:

ALL MAT'L. :

QUALITY CONTROL:

TEL. 747-9415 FAX. 523-0001 e-mail: gvidal@steelandpipes.com

A

C

D

E

ROOF DECK LAYOUT

654321

A - A

DETAIL B B - B

PLEASE ACKNOWLEDGE THAT STEEL AND PIPES

IS A MANUFACTURING COMPANY, NOT ARCHITECTS

OR STRUCTURAL DESIGNERS. STEEL AND PIPES IS

NOT RESPONSIBLE OR LIABLE FOR ANY DEFECTS OR

ACCIDENTS CAUSED AS A RESULT OF THESE DRAWINGS.

WE STRONGLY SUGGEST YOU CONSULT AN ARCHITECT

OR ENGINEER FOR FINAL DESIGN AND/OR APPROVAL.

FABRICATION NOTE:

STEEL AND PIPES DETAILS ARE PREPARED AS PER DESIGN

PROVIDED BY CLIENT. OTHERWISE, OUR DETAILS ARE

SUGGESTED AND ARE SUBJECT TO CLIENT'S QUALIFIED

ENGINEER OR ARCHITECT EVALUATION AND APPROVAL.

WE ARE NOT RESPONSIBLE FOR DESIGN OR CALCULATIONS.

DRAWINGS FOR

APPROVAL NOT

FOR FIELD USE

ALL DIMENSIONS, ANGLES, ELEVATIONS

OR OTHER DATA GIVEN IN THESE

DRAWINGS TO BE KEPT. STRUCTURAL

STEEL TO BE FABRICATED AS PER THIS

DATA. STEEL & PIPES MUST BE ADVISED

OF ANY DEVIATION TO THIS DATA, UPON

DRAWINGS ACCEPTANCE BY GENERAL

CONTRACTOR TO USED

FOR FILES AND FIELD USE

NOTES:

X6.

DRAWINGS SUBMITTED FOR

APPROVAL ON SEP-21-2018

RETURN ONE COPY OF

DRAWING SUBMITTED

STEEL & PIPES TO BEGIN

FABRICATION UPON RECEIVE

OF FINAL APPROVED DRAWING

DECK TO EXISTING CONCRETE ROOF

ATTACHMENT DETAIL

1. ALL MATERIAL GALVANIZED STEEL A-36, EXCEPT TUBING.

2. FOR TUBING GALVANIZED STEEL A-500 GR. B.

3. GALVANIZED STEEL BEFORE FABRICATION.

4. COLD GALVANIZED WILL BE APPLIED TO ALL.

GALVANIZED CUTS AND WELDS.

5. FOR STANDING SEAM DECKSPECIFICATION,

SEE NOTE BESIDE DECK.

INDICATED PART SIDE MARK.

SR-2 STANDING SEAM 40" ROOF PANEL

22 Ga. NON EMBOSSED IN STOCK STANDARD

COLOR AW1000 EXTERIOR 3.25" URE CORE

26 Ga. EMBOSSED IMPERIAL WHITE AW100

MESA PROFILE INTERIOR

A

A

4/

109'-0"

28'-4" 16'-0" 16'-0" 16'-0" 32'-8"

E-2

E-2

SR-2 STANDING SEAM 40" ROOF PANEL

22 Ga. NON EMBOSSED IN STOCK STANDARD

COLOR AW1000 EXTERIOR 3.25" URE CORE

26 Ga. EMBOSSED IMPERIAL WHITE AW100

MESA PROFILE INTERIOR

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

E-2

E-2

HSS2X1X18/ HSS2X1X18/

HSS2X1X18/

E-2

E-2

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

E-2

E-2

HSS2X1X18/

HSS2X1X18/ HSS2X1X18/

HSS2X1X18/

E-2

E-2

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

E-2

E-2

HSS2X1X18/ HSS2X1X18/ HSS2X1X18/

4/

E-2

E-2

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

E-2

E-2

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/

HSS2X1X18/ HSS2X1X18/

5'-0"

4'-0"

40'-0

30'-0

5'-0"

5'-0"

5'-0"

5'-0"

5'-0"

3" 5'-0"

5'-0"

5'-0"

5'-0"

5'-0" 3"

30'-0"

DET. B

4'-0"

9" 9"

5'-0"

B

B

6"

1" 4" 1"

M A X S P A C

IN

G TYP.

14/ " Ø X 3 12/ " - ZINC PLATED

WEDGE ANCHORS

BY SIMPSON (2"EMBEDED)

14/ " Ø X 3 12/ " - ZINC PLATED

WEDGE ANCHORS

BY SIMPSON (2"EMBEDED)

HSS2X1X1

8/

PL1

4/ "X2" X 0'-6"

PL1

4/ "X2" X 0'-6"

SR-2 STANDING SEAM 40" ROOF PANEL

22 Ga. NON EMBOSSED IN STOCK STANDARD

COLOR AW1000 EXTERIOR 3.25" URE CORE

26 Ga. EMBOSSED IMPERIAL WHITE AW100

MESA PROFILE INTERIOR

FABRICATION NOTE:

STEEL AND PIPES DETAILS ARE PREPARED AS PER DESIGN

PROVIDED BY CLIENT. OTHERWISE, OUR DETAILS ARE

SUGGESTED AND ARE SUBJECT TO CLIENT'S QUALIFIED

ENGINEER OR ARCHITECT EVALUATION AND APPROVAL.

WE ARE NOT RESPONSIBLE FOR DESIGN OR CALCULATIONS.

DRAWINGS FOR

APPROVAL NOT

FOR FIELD USE

ALL DIMENSIONS, ANGLES, ELEVATIONS

OR OTHER DATA GIVEN IN THESE

DRAWINGS TO BE KEPT. STRUCTURAL

STEEL TO BE FABRICATED AS PER THIS

DATA. STEEL & PIPES MUST BE ADVISED

OF ANY DEVIATION TO THIS DATA, UPON

DRAWINGS ACCEPTANCE BY GENERAL

CONTRACTOR TO USED

FOR FILES AND FIELD USE

NOTES:

X6.

DRAWINGS SUBMITTED FOR

APPROVAL ON SET-21-2018

RETURN ONE COPY OF

DRAWING SUBMITTED

STEEL & PIPES TO BEGIN

FABRICATION UPON RECEIVE

OF FINAL APPROVED DRAWING

SR-2 STANDING SEAM 40" ROOF PANEL

22 Ga. NON EMBOSSED IN STOCK STANDARD

COLOR AW1000 EXTERIOR 3.25" URE CORE

26 Ga. EMBOSSED IMPERIAL WHITE AW100

MESA PROFILE INTERIOR

SR-2 STANDING SEAM 40" ROOF PANEL

22 Ga. NON EMBOSSED IN STOCK STANDARD

COLOR AW1000 EXTERIOR 3.25" URE CORE

26 Ga. EMBOSSED IMPERIAL WHITE AW100

MESA PROFILE INTERIOR

SR-2 STANDING SEAM 40" ROOF PANEL

22 Ga. NON EMBOSSED IN STOCK STANDARD

COLOR AW1000 EXTERIOR 3.25" URE CORE

26 Ga. EMBOSSED IMPERIAL WHITE AW100

MESA PROFILE INTERIOR

1. ALL MATERIAL GALVANIZED STEEL A-36, EXCEPT TUBING.

2. FOR TUBING GALVANIZED STEEL A-500 GR. B.

3. GALVANIZED STEEL BEFORE FABRICATION.

4. COLD GALVANIZED WILL BE APPLIED TO ALL.

GALVANIZED CUTS AND WELDS.

5. FOR STANDING SEAM DECKSPECIFICATION,

SEE NOTE BESIDE DECK.

INDICATED PART SIDE MARK.

PLEASE ACKNOWLEDGE THAT STEEL AND PIPES

IS A MANUFACTURING COMPANY, NOT ARCHITECTS

OR STRUCTURAL DESIGNERS. STEEL AND PIPES IS

NOT RESPONSIBLE OR LIABLE FOR ANY DEFECTS OR

ACCIDENTS CAUSED AS A RESULT OF THESE DRAWINGS.

WE STRONGLY SUGGEST YOU CONSULT AN ARCHITECT

OR ENGINEER FOR FINAL DESIGN AND/OR APPROVAL.

GREG BATISTA

C.R.L.

ROOF STANDING SEAM DETAILS

CATALINA HEADQUARTERS

18-643

G BATISTA-ASSOCIATES

EL YUNQUE NATIONAL FOREST

CATALINA HEADQUARTERS

E-209/21/2018

EL YUNQUE NATIONAL FOREST

ONE S/C OF RED OXIDE

A36

0 ISSUED FOR APPROVAL C.R.L 09/21/2018

U/N

I

PS

& STEEL AND PIPES, INC.

SHEET NO.JOB NO.

REVISION DESCRIPTIONMARK

CHECKED BY:

SHEET TITLE:

DATEBY:

DRAWN BY:DATE: DATE:

P.O. BOX 5309 CAGUAS, P.R. 00726

CONTACT:CLIENT: PROJECT:

U/N

U/N

U/N

U/N

SHOP NOTES

SHOP BOLTS:

FIELD BOLTS:

PAINT :

WELDING :

OPEN HOLES:

ALL MAT'L. :

QUALITY CONTROL:

TEL. 747-9415 FAX. 523-0001 e-mail: gvidal@steelandpipes.com

C. Shope Text Box

ALL ANCHOR PLATES TO BE SET IN A BED OF SEALANT.

SUBMIT CUT SHEET FOR PROPOSED SEALANT.

©2015, All Weather Insulated Panels. All rights reserved. Printed in U.S.A.

Color Availability Chart

PVDF

In-Stock Colors

SMP

In-Stock Colors

PVDF

Non-Stock Colors

Interior Colors

Sandstone Surrey Beige Regal White

Royal Blue Natural Green Pearl Gray

Imperial White Sandstone Surrey Beige

Warm White Slate Gray Evergreen

Slate Blue Colonial Red Weathered Copper

Imperial White

The colors shown here are representative only and not necessarily true reproductions of actual coating colors.

Coil coat color chips are available upon request. For further information regarding color availability, please contact your local sales representative.

▪ Embossed metal surfaces are offered as a standard on wall panels and non-embossed (smooth) for roof panels. Non-embossed finishes may be available on wall panels upon request depending on color, gauge and end use.

▪ The standard interior paint finish for all panels is imperial White. All other colors are available as exterior facings.

▪ AdobeTexture™ finish is available in

Sandstone, Surrey Beige, Pearl Gray and Regal White only.

▪ Non-stock colors and paint systems and special orders are typically subject to higher pricing and may

available upon request.

Corporate Headquarters 929 Aldridge Road

Vacaville, CA 95688

TOLL FREE: (888) 970-AWIP (2947)

EMAIL: sales@awipanels.com WEB: awipanels.com

SK-1

gregbatista Typewritten Text

POLYVINYL (LIKE KYNAR)

gregbatista Typewritten Text gregbatista Typewritten Text

SILICONE MODIFIED POLYESTER PAINT

gregbatista Typewritten Text gregbatista Typewritten Text

C. Shope Text Box Preferred color. Will verify with samples.

Panel Thickness:

3.25” 4” 5” 6”

Insulating Values (R):** 26 32 41 49

SR2 Product Data Sheet

Standing Seam Roof Panel

INNOVATIVE.

ADAPTABLE.

ENERGY EFFICIENT.

TESTED & APPROVED

All Weather Insulated Panels’ products have been extensively tested under a variety of North American standards:

FM 4880: Class 1 Fire Rating FM 4471: Class 1 Roof Assembly CAN/ULC S102: Flame Spread CAN/ULC S126: Flame Spread (Roof) ASTM C518/C1363: Thermal Transmission ASTM E1646: Water Penetration ASTM E1680: Air Infiltration ASTM E72: Structural Strength

FLORIDA APPROVED

The look of traditional standing seam integrated with the benefits of an insulated metal panel - a great alternative to field assembled roofing components.

FEATURES AND BENEFITS

• Field seamed, hidden fastener joinery provides maximum protection against the elements.

• The trapezoidal rib design provides added strength against potential foot traffic damage compared to other standing seam roof products.

• The standard exterior metal surface is smooth 26ga G-90 galvanized steel with standard PVDF and SMP exterior coatings (other coatings may be available).

• The standard interior metal surface is embossed 26ga Imperial White.

• The panel arrives on site in one piece and requires a simple one-step installation reducing construction time and costs.

PRODUCT PARAMETERS

Panel Width: 40”

Panel Length: 8’ min to 50’ maximum based on a 48’ flatbed trailer length. Consult your sales representative for other available lengths.

Insulation Material: CFC-free foamed-in-place polyisocyanurate foam 2.1 to 2.5 pcf density.

Joint Configuration: 90o field seamed.

Metal facings: 26ga galvanized steel (22ga, 24ga available).

Coatings: PVDF & SMP (other coatings available).

Accessories: fasteners, standing seam clip assemblies, sealants, brake formed flashings.

**R-Value tested in accordance with ASTM C518/C1363 at 40oF mean temperature, adjusted for a windspeed of 15 mph.

©2015 All Weather Insulated Panels (AWIP) – All rights reserved. In accordance with ongoing efforts to improve our products and their performance, AWIP reserves the right to change without notice the specifications herein. These contents are for general information only and are not intended to serve as any type of advice. Every effort is made to ensure the accuracy of the information included herein and it is believed to be accurate and reliable as of the date of publication. AWIP does not warrant or represent the accuracy or reliability of any information included in this brochure. Any reliance on any information without consultation with AWIP or a duly authorized representative shall be at the user’s own risk.

U.S.A 929 Aldridge Rd. Vacaville, CA 95688 15000 Panatella Pkwy Little Rock, AR 72206

1-888-970-AWIP (2947)

awipanels.com

SK2

LIMITED PANEL WARRANTY

This warranty is solely for the benefit of Customer c/o Owner/Job, and shall not be transferable

Owner: X Project: X AWIP Job #: X Ship Date (month/year): X

1.0 EXPRESS LIMITED WARRANTY

All Weather Insulated Panels (AWIP) warrants to the Building Owner (“Owner”), that subject to the terms, conditions and limitations stated herein;

1.1 Product- The panels fabricated by AWIP are, on delivery to the Customer, free from defects in material and workmanship and, under normal use and service and if properly installed, will not show evidence of excessive deflection or delamination resulting from defective materials or workmanship, for a period of two (2) years from date of shipment to the Customer. The factory interior finish coating of the panels is warranted as free from defects in material and workmanship for a period of two (2) years from the date of shipment to the Customer. This interior paint warranty excludes failures caused by general surface abuse, scratches, washdown with caustic chemicals and direct exposure to corrosive and aggressive environments. The exterior finish film integrity is covered by a separate paint finish limited warranty available upon request from AWIP. The warranty period for any repaired or replaced panels shall be limited to the unexpired warranty period for the originally supplied panels.

2.0 TERMS, CONDITIONS, LIMITATIONS

2.1 During the term of this limited warranty, AWIP, its agents or employees, shall have free and unlimited access to the panel systems during regular business hours. AWIP shall have no obligation under this limited warranty until all bills for installation, supplies and service have been paid in full by the Owner to AWIP’s customer.

Further, AWIP shall have no obligation under this limited warranty until any and all AWIP invoices for materials supplied are paid in full by its customer. AWIP’s failure at any time to enforce any of the terms and/or conditions stated herein shall not be construed to be a waiver of those provisions.

2.2 AWIP shall have no liability hereunder unless the Owner shall first provide AWIP with a written notice of defects in the panel factory finish within thirty (30) days of the discovery thereof. In all cases, such notice must be delivered to AWIP at the above-dated address. The notice furnished by Owner must reference the purchase order number, date of shipment, and contain a description of the warranty claim, plus a copy of the invoice for the panels.

2.3 If any panels fail to meet the above warranty, AWIP will repair or replace on-site any such panels or otherwise restore such panels and will be responsible for labor and/or materials required for such…