Florida FL7263-R7

Page 1

NEMO|etc. Certificate of Authorization #32455

353 Christian Street, Unit #13 Oxford, CT 06478 (203) 262-9245

®

ENGINEER

EVALUATE

TEST

CONSULT

P.E. EVALUATION REPORT (PEER) Delta Building Products 9969 River Way Delta, British Columbia V4G 1M8 Canada (604) 953-1000

PEER-DBP-001.A.R6 FL7263-R7 (NON-HVHZ) Date of Issuance: 10/29/2009 Revision 6: 08/06/2023

SCOPE: This P.E. Evaluation Report (henceforth ‘PEER’) is issued under F.A.C Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 8th Edition (2023) Florida Building Code sections noted herein. DESCRIPTION: Delta Metal Roof Systems (NON-HVHZ) LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This PEER is valid until such time as the named product(s) changes, the referenced Quality Assurance or production facility location(s) changes, or Code provisions that relate to the product(s) change. Acceptance of our PEERs by the named client constitutes agreement to notify NEMO ETC, LLC of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO ETC, LLC requires a complete review of its PEER relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Florida Product Approval Number (FL#) preceded by the words “NEMO P.E. Evaluated” may be displayed in advertising literature. If any portion of the PEER is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire PEER shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This PEER consists of pages 1 through 5, plus Appendix 1 and 2 (30-pages). Prepared by:

Digitally signed by Robert Nieminen Date: 2023.08.06 '12:22:04 -04'00

CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC, LLC does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMO ETC, LLC is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the PEERs are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this PEER, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. ©2019 NEMO ETC, LLC


NEMO|etc.® ROOFING SYSTEMS EVALUATION: 1.

SCOPE: Product Category: Roofing Sub-Category: Non-Structural Metal Roofing Product Approval Method: Method 1, Option D – Codified Material, Evaluation by Engineer Compliance Statement: Delta Metal Roof Systems, as produced by Delta Building Products, have demonstrated compliance with the following sections of the 8th Edition (2023) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations of Use set forth herein.

2.

3.

4.

STANDARDS: SECTION

PROPERTY

STANDARD

YEAR

1504.3.3 1504.3.3 1504.3.3 1507.5.5, R905.4.4 1507.5.5, R905.4.4 1507.5.5, R905.4.4

Wind resistance Wind resistance Wind resistance Material standards Material standards Material standards

UL 1897 UL 580 TAS 125 ASTM A653 ASTM A792 ASTM B209

2015 2018 2003 2017 2015 2014

ENTITY

EXAMINATION

REFERENCE

DATE

ITS (TST 1509) ITS (TST 1509) ITS (TST 1509) ITS (TST 1509) ITS (TST 1509) ITS (TST 1509) ITS (TST 1509) ITS (TST 1509) ITS (TST 1509) ITS (TST 1509) Metal suppliers UL LLC (QUA 9625) UL LLC (QUA 9625)

UL580 / TAS 125 UL580 / TAS 125 UL1897 UL1897 UL1897 UL1897 Fastener Withdrawal UL1897 UL1897 UL1897 Material standard Quality Assurance Quality Assurance

488-1486-1 488-1486-2 3024168-1 3024168-2 3024168-3 3056818-1 3056818-4 3056818-2 101239909COQ-003B 105106666COQ-003 Mil certs Service confirmation Florida BCIS

04/04/2000 04/04/2000 09/04/2002 09/30/2002 09/30/2002 12/09/2004 04/18/2005 05/06/2005 04/15/2015 03/29/2023 Current 02/15/2018 Current

REFERENCES:

PRODUCT DESCRIPTION: The following Delta non-structural metal roof products are mechanically attached to Approved substrate, as outlined in the Limitations of Use herein.

4.1

Delta Shingle or Slate (nail strip) are press-formed 0.014-inch thick ASTM A653, Grade 33, G90 galvanized steel or ASTM A792 AZ50 aluminum zinc alloy coated steel or 0.019-inch thick ASTM B209 3105 H24 coated aluminum alloy shingles that are mechanically attached to approved decks. Some applications utilize 0.019inch thick steel or 0.0276-inch thick aluminum clips (See Appendix 1). Delta Shingle or Slate (nail strip) have an installed exposure of ~8.5 x 17.5 inches. The side of each shingle incorporates formed edges that act as interlocking seals with adjacent shingles.

NEMO ETC, LLC Certificate of Authorization #32455

P.E EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ Delta Metal Roof Systems BACK TO TOP

PEER-DBP-001.A.R6 FL7263-R7 (NON-HVHZ) Revision 6: 08/06/2023 Page 2 of 5


NEMO|etc.® 4.2

Delta Shingle or Slate (nail tab) are pressformed 0.014-inch thick ASTM A653, Grade 33, G90 galvanized steel or ASTM A792 AZ50 aluminum zinc alloy coated steel or 0.019-inch thick ASTM B209 3105 H24 coated aluminum alloy shingles that are mechanically attached to approved decks. Some applications utilize 0.019inch thick steel or 0.0276-inch thick aluminum clips (See Appendix 1). Delta Shingle or Slate (nail tab) have an installed exposure of ~8.5 x 17.5 inches. The side of each shingle incorporates formed edges that act as interlocking seals with adjacent shingles.

4.3

Delta Diamond are press-formed 0.014inch thick ASTM A653, Grade 33, G90 galvanized steel or ASTM A792 AZ50 aluminum zinc alloy coated steel or 0.019inch thick ASTM B209 3105 H24 coated aluminum alloy shingles that are mechanically attached to approved decks. Some applications utilize 0.019-inch thick steel or 0.0276-inch thick aluminum clips (See Appendix 1). Delta Diamond measures 13.875 wide x 21.375 inches tall. The sides of each shingle incorporates formed edges that act as interlocks with adjacent shingles.

4.4

Delta Shake are formed 0.019-inch thick ASTM A653, Grade 33, G90 galvanized steel or ASTM A792 AZ50 aluminum zinc alloy coated steel or 0.027-inch thick ASTM B209 3105-H24 or 3003-H24 coated aluminum alloy panels that are mechanically attached to approved decks using 0.019-inch thick steel or 0.0276-inch thick aluminum clips and fasteners. Delta Shake measures 13.5 x 50 inches with installed exposure of 12.5 x 47 inches. The right-side of each panel incorporates a 3inch wide side lap. The panels’ leading edge is bent down to form a front lip that locks into the up-facing lip formed at the back edge of each panel.

NEMO ETC, LLC Certificate of Authorization #32455

P.E EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ Delta Metal Roof Systems BACK TO TOP

PEER-DBP-001.A.R6 FL7263-R7 (NON-HVHZ) Revision 6: 08/06/2023 Page 3 of 5


NEMO|etc.® 4.5

Delta Hidden Fastener Tile are formed 0.019-inch thick ASTM A653, Grade 33, G90 galvanized steel or ASTM A792 AZ50 aluminum zinc alloy coated steel or 0.027inch thick ASTM B209 3105-H24 or 3003H24 coated aluminum alloy panels that are mechanically attached to approved decks. Delta Hidden Fastener Tile measures 21.5inches wide with installed horizontal exposure of 18 inches and panel lengths up to 6.4 feet. The panels interlock on the side and overlap at the ends.

5.

LIMITATIONS:

5.1

This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this PEER, or previous versions thereof, is/was used for permitting or design guidance. PEERs are not to be construed as representing any attributes not specifically listed, nor are PEERs to be construed as an endorsement of the subject, or a recommendation for its use. There is no warranty by NEMO ETC, LLC or Robert Nieminen, P.E., express or implied, as to any finding or other matter in this PEER, or as to any product covered by the PEER.

5.2

This PEER is not for use in FBC High Velocity Hurricane Zone jurisdictions, as defined in FBC Chapter 2 (Broward and Miami-Dade Counties).

5.3

This PEER pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction.

5.4

This PEER does not include evaluation of fire classification. Refer to FBC 1505 for requirements and limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic insulation.

5.5

This PEER does not include evaluation of roof edge termination. Refer to FBC 1504.5 for requirements and limitations regarding edge securement for low-slope roofs.

5.6

Refer to FBC 1511 or R908 for requirements and limitations regarding recover installations.

5.6.1

For mechanically attached components over existing roof decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105.

5.7

Refer to Appendix 1 for system attachment requirements for wind load resistance.

5.7.1

“MDP” = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC 1609 or Appendix 2 for determination of design wind loads.

5.7.2

Appendix 2 outlines roof cladding design wind pressure requirements for gable and hip roofs in accordance with ASCE 7-22, multiplied by 0.6 for allowable loads (Pasd). The MDP for the selected assembly shall meet or exceed the design wind pressure requirements for the project for each pressure zone of the roof.

5.8

Minimum slope shall not be less than that set forth in FBC 1507.4.2 or 1507.5.2 and DECRA Roof Systems minimum requirements.

5.9

Coil metal used to produce the shingles shall comply with FBC 1507.4.3 or 1507.5.5 and R905.10.3.

NEMO ETC, LLC Certificate of Authorization #32455

P.E EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ Delta Metal Roof Systems BACK TO TOP

PEER-DBP-001.A.R6 FL7263-R7 (NON-HVHZ) Revision 6: 08/06/2023 Page 4 of 5


NEMO|etc.® 5.10

All components in the roof assembly shall have quality assurance audit in accordance with F.A.C. Rule 61G20-3. Refer to the Product Approval of the component manufacturer for components listed in Appendix 1 that are produced by a Product Manufacturer other than the report holder on Page 1 of this PEER.

6.

INSTALLATION:

6.1

Delta Metal Roof Systems shall be installed in accordance with Delta Building Products published installation instructions, subject to the Limitations of Use noted herein.

6.2

System components, including the shingles / panels, clips and fasteners shall be as supplied by Delta Building Products.

7.

BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product.

8.

MANUFACTURING PLANTS: Delta, BC Canada

9.

QUALITY ASSURANCE ENTITY: UL, LLC – QUA9625: (360) 817-5512; bsai.inspections@ul.com - THE 30-PAGES THAT FOLLOW FORM PART OF THIS PEER -

NEMO ETC, LLC Certificate of Authorization #32455

P.E EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ Delta Metal Roof Systems BACK TO TOP

PEER-DBP-001.A.R6 FL7263-R7 (NON-HVHZ) Revision 6: 08/06/2023 Page 5 of 5


NEMO|etc.® APPENDIX 1: ATTACHMENT REQUIREMENTS FOR DESIGN WIND PRESSURE RESISTANCE: 1.

This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this PEER, or previous versions thereof, is/was used for permitting or design guidance. PEERs are not to be construed as representing any attributes not specifically listed, nor are PEERs to be construed as an endorsement of the subject, or a recommendation for its use. There is no warranty by NEMO ETC, LLC or Robert Nieminen, P.E., express or implied, as to any finding or other matter in this PEER, or as to any product covered by the PEER.

2.

This PEER pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction.

3.

This PEER does not include evaluation of fire classification. Refer to FBC 1505 for requirements and limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic insulation. ✓

Unless otherwise noted, insulation or thermal/fire barrier may be any one layer or combination of FBC Approved (Local or Statewide) board(s) that meet FBC 1505 and, for foam plastic, FBC Chapter 26, when installed with the roof cover.

Unless otherwise noted, underlayment shall be any underlayment holding current Florida Statewide or Local Product Approval, and listed as allowable for use under Metal Roof Panels (FBC 1507.4) or Metal Roof Shingles (FBC 1507.5).

4.

This PEER does not include evaluation of roof edge termination.

5.

Refer to FBC 1511 for requirements and limitations regarding recover installations. ✓

6.

7.

For mechanically attached components over existing roof decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105.

Refer the tables herein for system attachment requirements for wind load resistance. ✓

“MDP” = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 or Appendix 2 for determination of design wind pressures.

Appendix 2 outlines roof cladding design wind pressure requirements for gable or hip roofs in accordance with ASCE 7-22, multiplied by 0.6 for allowable loads (Pasd). The MDP for the selected assembly shall meet or exceed the design wind pressure requirements for the project for each pressure zone of the roof.

Fasteners shall be corrosion resistant and shall be of sufficient length to penetrate through the underside of the roof deck by not less than ½-inch.

NEMO ETC, LLC Certificate of Authorization #9503 ©2019 NEMO ETC, LLC

P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ Delta Metal Roof Systems; (604) 953-1000 TOP OF APPENDIX 1

PEER-DBP-001.A.R6 for FL7263-R7 Revision 6: 08/06/2023 Appendix 1, Page 1 of 8


NEMO|etc.® TABLE 1A: DELTA SHINGLE OR SLATE (NAIL STRIP) WOOD DECKS - NEW CONSTRUCTION, REROOF (TEAR-OF) OR RECOVER Deck (Note 1)

System No.

Fire Barrier / Underlay

Panel Attachment Panel Fasteners (Notes 5 & Note 7) Min. 1.5” x 0.155” diameter aluminum ring shank nails with min. ½” diameter heads or Min. 1.5” x 0.122” diameter galvanized ring shank nails with 7/16” diameter heads

1.

Min. 15/32” APA rated plywood

Note 3

Min. 15/32” APA rated plywood

Note 3

Fasteners per Nail Strip

None

N/A

1

Aluminum or Steel

None

Min. 15/32” APA rated plywood

NEMO ETC, LLC Certificate of Authorization #9503 ©2019 NEMO ETC, LLC

Note 3

N/A

2

Aluminum or Steel

-67.5

Min. 1.5” x 0.155” diameter aluminum ring shank nails with min. ½” diameter heads or Min. 1.5” x 0.122” diameter galvanized ring shank nails with 7/16” diameter heads

3.

MDP (psf)

-30.0

Min. 1.5” x 0.155” diameter aluminum ring shank nails with min. ½” diameter heads or Min. 1.5” x 0.122” diameter galvanized ring shank nails with 7/16” diameter heads

2.

Clips

Fasteners per Clip

Aluminum or Steel

P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ Delta Metal Roof Systems; (604) 953-1000 TOP OF APPENDIX 1

1

1

2

-97.5

PEER-DBP-001.A.R6 for FL7263-R7 Revision 6: 08/06/2023 Appendix 1, Page 2 of 8


NEMO|etc.® TABLE 1A: DELTA SHINGLE OR SLATE (NAIL STRIP) WOOD DECKS - NEW CONSTRUCTION, REROOF (TEAR-OF) OR RECOVER Deck (Note 1)

System No.

Fire Barrier / Underlay

Panel Attachment Panel Fasteners (Notes 5 & Note 7)

Clips

Fasteners per Clip

Fasteners per Nail Strip

2

2

3

Min. 1.5” x 0.155” diameter aluminum ring shank nails with min. ½” diameter heads or Min. 1.5” x 0.122” diameter galvanized ring shank nails with 7/16” diameter heads

4.

Min. 15/32” APA rated plywood

Note 3

Aluminum or Steel

-172.5

Min. 1.5” x 0.155” diameter aluminum ring shank nails with min. ½” diameter heads or Min. 1.5” x 0.122” diameter galvanized ring shank nails with 7/16” diameter heads

5.

Min. 19/32” APA rated plywood

NEMO ETC, LLC Certificate of Authorization #9503 ©2019 NEMO ETC, LLC

Note 3

MDP (psf)

Aluminum or Steel

P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ Delta Metal Roof Systems; (604) 953-1000 TOP OF APPENDIX 1

2

2

3

-187.5

PEER-DBP-001.A.R6 for FL7263-R7 Revision 6: 08/06/2023 Appendix 1, Page 3 of 8


NEMO|etc.® TABLE 1B: DELTA SHINGLE OR SLATE (NAIL TAB) WOOD DECKS - NEW CONSTRUCTION, REROOF (TEAR-OF) OR RECOVER System No.

Deck (Note 1)

Fire Barrier / Underlay

Panel Attachment Panel Fasteners (Notes 5 & Note 7) Min. 1.5” x 0.155” diameter aluminum ring shank nails with min. ½” diameter heads or Min. 1.5” x 0.122” diameter galvanized ring shank nails with 7/16” diameter heads

6.

Min. 15/32” APA rated plywood

Note 3

Clips

Fasteners per Clip

Fasteners per Tab

None

N/A

1

Aluminum or Steel

-30.0

Min. 1.5” x 0.155” diameter aluminum ring shank nails with min. ½” diameter heads or Min. 1.5” x 0.122” diameter galvanized ring shank nails with 7/16” diameter heads

7.

Min. 15/32” APA rated plywood

Note 3

8.

NEMO ETC, LLC Certificate of Authorization #9503 ©2019 NEMO ETC, LLC

Note 3

1

1

1

Aluminum or Steel

-70.0

Min. 1.5” x 0.155” diameter aluminum ring shank nails with min. ½” diameter heads or Min. 1.5” x 0.122” diameter galvanized ring shank nails with 7/16” diameter heads

Min. 15/32” APA rated plywood

MDP (psf)

Aluminum or Steel

P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ Delta Metal Roof Systems; (604) 953-1000 TOP OF APPENDIX 1

2

1

1

-105.0

PEER-DBP-001.A.R6 for FL7263-R7 Revision 6: 08/06/2023 Appendix 1, Page 4 of 8


NEMO|etc.® TABLE 1B: DELTA SHINGLE OR SLATE (NAIL TAB) WOOD DECKS - NEW CONSTRUCTION, REROOF (TEAR-OF) OR RECOVER System No.

Deck (Note 1)

Fire Barrier / Underlay

Panel Attachment Panel Fasteners (Notes 5 & Note 7)

Clips

Fasteners per Clip

Fasteners per Tab

3

2

1

Min. 1.5” x 0.155” diameter aluminum ring shank nails with min. ½” diameter heads or Min. 1.5” x 0.122” diameter galvanized ring shank nails with 7/16” diameter heads

9.

Min. 15/32” APA rated plywood

Note 3

Aluminum or Steel

MDP (psf)

-180.0

TABLE 2: DELTA DIAMOND WOOD DECKS - NEW CONSTRUCTION, REROOF (TEAR-OF) OR RECOVER

System No.

10.

Deck (Note 1)

Min. 15/32” APA rated plywood

Fire Barrier / Underlay

Note 3

NEMO ETC, LLC Certificate of Authorization #9503 ©2019 NEMO ETC, LLC

Panel Attachment Panel

Aluminum or Steel

Fasteners (Notes 5 & Note 7)

Min. 1.5” x 0.148” diameter aluminum ring shank nails with min. ½” diameter heads or min. 1.5” x 0.122” diameter galvanized ring shank nails with 7/16” diameter heads

Clips

Fasteners per Clip

Fasteners per Shingle Tab

None

N/A

1

P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ Delta Metal Roof Systems; (604) 953-1000 TOP OF APPENDIX 1

Drawing

MDP (psf)

-30.0

PEER-DBP-001.A.R6 for FL7263-R7 Revision 6: 08/06/2023 Appendix 1, Page 5 of 8


NEMO|etc.® TABLE 2: DELTA DIAMOND WOOD DECKS - NEW CONSTRUCTION, REROOF (TEAR-OF) OR RECOVER

System No.

Deck (Note 1)

11.

Min. 15/32” APA rated plywood

12.

Min. 15/32” APA rated plywood

13.

14.

Min. 19/32” APA rated plywood

Min. 15/32” APA rated plywood

Fire Barrier / Underlay

Note 3

Note 3

Note 3

Note 3

NEMO ETC, LLC Certificate of Authorization #9503 ©2019 NEMO ETC, LLC

Panel Attachment Panel

MDP (psf)

Clips

Fasteners per Clip

Fasteners per Shingle Tab

Aluminum or Steel

Min. 1.5” x 0.148” diameter aluminum ring shank nails with min. ½” diameter heads or min. 1.5” x 0.122” diameter galvanized ring shank nails with 7/16” diameter heads

2

1

1

-105.0

Aluminum or Steel

Min. 1.5” x 0.148” diameter aluminum ring shank nails with min. ½” diameter heads or min. 1.5” x 0.122” diameter galvanized ring shank nails with 7/16” diameter heads

2

2

1

-130.0

Aluminum or Steel

Min. 1.5” x 0.148” diameter aluminum ring shank nails with min. ½” diameter heads or min. 1.5” x 0.122” diameter galvanized ring shank nails with 7/16” diameter heads

2

2

1

-148.5

Aluminum or Steel

Min. 1.5” x 0.148” diameter aluminum ring shank nails with min. ½” diameter heads or min. 1.5” x 0.122” diameter galvanized ring shank nails with 7/16” diameter heads

4

2 in lower clips 1 in upper clips

1

-180.0

Fasteners (Notes 5 & Note 7)

P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ Delta Metal Roof Systems; (604) 953-1000 TOP OF APPENDIX 1

Drawing

PEER-DBP-001.A.R6 for FL7263-R7 Revision 6: 08/06/2023 Appendix 1, Page 6 of 8


NEMO|etc.® TABLE 3: DELTA SHAKE WOOD DECKS - NEW CONSTRUCTION, REROOF (TEAR-OF) OR RECOVER Deck (Note 1)

System No.

15.

Min. 15/32” APA rated plywood

Fire Barrier / Underlay

Note 3

Panel Attachment Panel

Clips

Fasteners (Notes 5 & Note 7)

Fasteners per Clip

4 per panel equally spaced

Min. 1.5” x 0.139” diameter aluminum ring shank nails with min. ½” diameter heads or min. 1.5” x 0.135” diameter galvanized ring shank nails with min. 3/8” diameter heads

1

Aluminum or Steel

-37.5

4 per panel equally spaced

16.

Min. 15/32” APA rated plywood

Note 3

Min. 15/32” APA rated plywood

Note 3

Min. 15/32” APA rated plywood

Note 3

Min. 15/32” APA rated plywood

NEMO ETC, LLC Certificate of Authorization #9503 ©2019 NEMO ETC, LLC

Note 3

Min. 1.5” x No. 10 S/S wood screws with ¼-inch hex head and 0.59” S/S washer or min. 1.5” x No. 10 galvanized wood screws with ¼-inch hex head and 0.46” galvanized washer

1

Aluminum or Steel

-45.0

Min. 1.5” x No. 10 S/S wood screws with ¼-inch hex head and 0.59” S/S washer or min. 1.5” x No. 10 galvanized wood screws with ¼-inch hex head and 0.46” galvanized washer

1

Aluminum or Steel

-60.0

4 per panel equally spaced

19.

2

-80.0

4 per panel equally spaced

18.

Min. 1.5” x 0.139” diameter aluminum ring shank nails with min. ½” diameter heads or min. 1.5” x 0.135” diameter galvanized ring shank nails with min. 3/8” diameter heads

Aluminum or Steel

3 per panel equally spaced

17.

MDP (psf)

Min. 1.5” x No. 10 S/S wood screws with ¼-inch hex head and 0.59” S/S washer or min. 1.5” x No. 10 galvanized wood screws with ¼-inch hex head and 0.46” galvanized washer

Aluminum or Steel

P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ Delta Metal Roof Systems; (604) 953-1000 TOP OF APPENDIX 1

2

-110.5

PEER-DBP-001.A.R6 for FL7263-R7 Revision 6: 08/06/2023 Appendix 1, Page 7 of 8


NEMO|etc.® TABLE 4: DELTA HIDDEN FASTENER TILE WOOD DECKS - NEW CONSTRUCTION, REROOF (TEAR-OF) OR RECOVER System No.

20.

21.

Deck (Note 1)

Min. 15/32” APA rated plywood

Min. 19/32” APA rated plywood

22.

Min. 15/32” APA rated plywood

23.

Min. nominal 1 x4 Douglas fir lumber with spec. gravity of 0.51

24.

Fire Barrier / Underlay

Min. 15/32” APA rated plywood

NEMO ETC, LLC Certificate of Authorization #9503 ©2019 NEMO ETC, LLC

Note 3

Note 3

Note 3

Note 3

Note 3

Panel Attachment Panel

Fasteners (Notes 5 & Note 7)

MDP (psf) Spacing

Aluminum or Steel

No. 10 S/S or galvanized wood screws with ¼-inch hex head and 0.5” washer with rubber gasket Min. 1.5” long at left edge and min. 3” long at crest of bottom left.

-53.0

Aluminum or Steel

No. 10 S/S or galvanized wood screws with ¼-inch hex head and 0.5” washer with rubber gasket Min. 1.5” long at left edge and min. 3” long at crest of bottom left.

-57.5

Aluminum or Steel

Min. 3” x No. 10 S/S or galvanized wood screws with ¼-inch hex head and 0.5” washer with rubber gasket Min. 1.5” long at left edge and min. 3” long at crest of bottom left.

-64.5

Aluminum or Steel

No. 10 S/S or galvanized wood screws with ¼-inch hex head and 0.5” washer with rubber gasket Min. 1.5” long at left edge and min. 3” long at crest of bottom right edge.

-92.0

Aluminum or Steel

No. 10 S/S or galvanized wood screws with ¼-inch hex head and 0.5” washer with rubber gasket. Min. 1.5” long at left edge and min. 3” long at crest of bottom left.

-142.5

P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ Delta Metal Roof Systems; (604) 953-1000 TOP OF APPENDIX 1

PEER-DBP-001.A.R6 for FL7263-R7 Revision 6: 08/06/2023 Appendix 1, Page 8 of 8


NEMO|etc.® APPENDIX 2: DESIGN WIND PRESSURE REQUIREMENTS, ASCE 7-22 PER 8TH EDITION (2023) FBC CHAPTER 16: HEIGHT TO WIDTH (H/B)

TABLE

EXPOSURE

CONFIGURATION

RATIO

1A 1B 1C 1D 1E 1F 1G 2A 2B 2C 2D 2E 2F 2G 3A 3B 3C 3D 3E 3F 3G

B B B B B B B C C C C C C C D D D D D D D

Gable Gable Gable Hip Hip Hip Hip Gable Gable Gable Hip Hip Hip Hip Gable Gable Gable Hip Hip Hip Hip

N/A N/A N/A > 0.8 < 0.5 N/A N/A N/A N/A N/A > 0.8 < 0.5 N/A N/A N/A N/A N/A > 0.8 < 0.5 N/A N/A

SLOPE RANGE

PAGE

14° < slope < 20° (3:12 < pitch < 4.4:12) 20° < slope < 27° (4.4:12 < pitch < 6.1:12) 27° < slope < 45° (6.1:12 < pitch < 12:12) 14° < slope < 20° (3:12 < pitch < 4.4:12) 14° < slope < 20° (3:12 < pitch < 4.4:12) 20° < slope < 27° (4.4:12 < pitch < 6.1:12) 27° < slope < 45° (6.1:12 < pitch < 12:12) 14° < slope < 20° (3:12 < pitch < 4.4:12) 20° < slope < 27° (4.4:12 < pitch < 6.1:12) 27° < slope < 45° (6.1:12 < pitch < 12:12) 14° < slope < 20° (3:12 < pitch < 4.4:12) 14° < slope < 20° (3:12 < pitch < 4.4:12) 20° < slope < 27° (4.4:12 < pitch < 6.1:12) 27° < slope < 45° (6.1:12 < pitch < 12:12) 14° < slope < 20° (3:12 < pitch < 4.4:12) 20° < slope < 27° (4.4:12 < pitch < 6.1:12) 27° < slope < 45° (6.1:12 < pitch < 12:12) 14° < slope < 20° (3:12 < pitch < 4.4:12) 14° < slope < 20° (3:12 < pitch < 4.4:12) 20° < slope < 27° (4.4:12 < pitch < 6.1:12) 27° < slope < 45° (6.1:12 < pitch < 12:12)

2 3 4 5 6 7 8 8 9 11 12 13 14 15 15 16 18 19 20 21 22

1.

This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this PEER, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose.

2.

Roof cladding design wind pressure requirements are for gable or hip roofs in accordance with ASCE 7-22, multiplied by 0.6 for allowable loads (Pasd).

3.

The tables herein assume the following design parameters as defined in ASCE 7-22. Analysis for buildings falling outside these constraints shall be on a project-by-project basis to the satisfaction of the Authority Having Jurisdiction. PARAMETER REFERENCE SYMBOL VALUE Roof slope* N/A Various  Design wind speed (mph)* FBC 1609.3 Vult Various Exposure Category* FBC 1609.4.3 N/A B, C or D Topographical factor Section 26.8.2 Kzt 1.0 Wind directionality factor Section 26.6 Kd 0.85 Ground elevation factor Table 26.9-1 Ke 1.0 *Selection of the appropriate slope, design wind speed and exposure category is the responsibility of the user, subject to acceptance by the Authority Having Jurisdiction.

4.

The zone dimension ‘a’ is defined as 10% of the least horizontal plan-view dimension or 40% of the mean roof height, whichever is smaller, but not less than either 4% of the least horizontal plan-view dimension or 3 feet, as outlined in Figures 30.3-2B through 30.3-2I of ASCE 7-22. If an overhang exists, the edge distance shall be measured from the outside edge of the overhang. The horizontal dimension used to compute the edge distance shall not include any overhang distances.

NEMO ETC, LLC Certificate of Authorization #32455

©2019 NEMO ETC, LLC

P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ Delta Metal Roof Systems; (604) 953-1000 TOP OF APPENDIX 2

PEER-DBP-001.A.R6 for FL7263-R7 (NON-HVHZ) Revision 6: 08/06/2023 Appendix 2, Page 1 of 22


NEMO|etc.® TABLE 1A: EXPOSURE B, Allowable Roof Cladding Design Pressures - Pasd (psf) Gable Roof / Slope Range 14° < SLOPE < 20° Mean Roof Height (ft)

h < 20

20 < h < 30

30 < h < 40

40 < h < 50

50 < h < 60

NEMO ETC, LLC Certificate of Authorization #32455

©2019 NEMO ETC, LLC

Zone Roof 1 & 2e Roof 2n, 2r & 3e Roof 3r Overhang 1 & 2e Overhang 2n & 2r Overhang 3e Overhang 3r Roof 1 & 2e Roof 2n, 2r & 3e Roof 3r Overhang 1 & 2e Overhang 2n & 2r Overhang 3e Overhang 3r Roof 1 & 2e Roof 2n, 2r & 3e Roof 3r Overhang 1 & 2e Overhang 2n & 2r Overhang 3e Overhang 3r Roof 1 & 2e Roof 2n, 2r & 3e Roof 3r Overhang 1 & 2e Overhang 2n & 2r Overhang 3e Overhang 3r Roof 1 & 2e Roof 2n, 2r & 3e Roof 3r Overhang 1 & 2e Overhang 2n & 2r Overhang 3e Overhang 3r

110 -21 -31 -37 -25 -34 -40 -46 -24 -35 -42 -28 -39 -45 -52 -26 -38 -46 -30 -42 -49 -57 -28 -41 -48 -32 -45 -53 -60 -29 -43 -51 -34 -47 -55 -63

115 -23 -34 -41 -27 -38 -44 -51 -26 -38 -46 -30 -42 -50 -57 -29 -42 -50 -33 -46 -54 -62 -31 -45 -53 -35 -49 -57 -66 -32 -47 -56 -37 -52 -60 -69

Ultimate Design Wind Speed - Vult (mph) – FBC Figures 1609.3(1) through 1609.3(4) 120 130 140 150 160 -26 -30 -35 -40 -45 -37 -44 -51 -58 -66 -44 -52 -60 -69 -79 -29 -34 -40 -46 -52 -41 -48 -56 -64 -73 -48 -56 -65 -75 -85 -55 -65 -75 -86 -98 -29 -34 -39 -45 -51 -42 -49 -57 -65 -74 -50 -58 -68 -78 -88 -33 -39 -45 -51 -58 -46 -54 -63 -72 -82 -54 -63 -73 -84 -96 -62 -73 -84 -97 -110 -31 -37 -43 -49 -56 -46 -54 -62 -71 -81 -54 -64 -74 -85 -96 -36 -42 -49 -56 -64 -50 -59 -68 -78 -89 -59 -69 -80 -92 -105 -67 -79 -92 -105 -120 -33 -39 -45 -52 -59 -49 -57 -66 -76 -86 -58 -68 -79 -90 -103 -38 -45 -52 -60 -68 -53 -63 -73 -83 -95 -63 -73 -85 -98 -111 -72 -84 -98 -112 -128 -35 -41 -48 -55 -62 -51 -60 -69 -80 -91 -61 -71 -83 -95 -108 -40 -47 -55 -63 -71 -56 -66 -76 -88 -100 -66 -77 -90 -103 -117 -75 -89 -103 -118 -134

P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ Delta Metal Roof Systems; (604) 953-1000 TOP OF APPENDIX 2

180 -57 -84 -100 -66 -92 -108 -124 -65 -94 -112 -74 -104 -121 -139 -70 -103 -122 -81 -113 -132 -152 -75 -109 -130 -86 -120 -141 -161 -79 -115 -137 -90 -126 -148 -170

200 -71 -103 -123 -81 -114 -133 -153 -80 -116 -138 -91 -128 -150 -172 -87 -127 -151 -100 -139 -163 -187 -92 -135 -160 -106 -148 -174 -199 -97 -142 -169 -111 -156 -183 -210

PEER-DBP-001.A.R6 for FL7263-R7 (NON-HVHZ) Revision 6: 08/06/2023 Appendix 2, Page 2 of 22


NEMO|etc.® TABLE 1B: EXPOSURE B, Allowable Roof Cladding Design Pressures - Pasd (psf) Gable Roof / Slope Range 20° < SLOPE < 27° Mean Roof Height (ft)

h < 20

20 < h < 30

30 < h < 40

40 < h < 50

50 < h < 60

NEMO ETC, LLC Certificate of Authorization #32455

©2019 NEMO ETC, LLC

Zone Roof 1 & 2e Roof 2n, 2r & 3e Roof 3r Overhang 1 & 2e Overhang 2n & 2r Overhang 3e Overhang 3r Roof 1 & 2e Roof 2n, 2r & 3e Roof 3r Overhang 1 & 2e Overhang 2n & 2r Overhang 3e Overhang 3r Roof 1 & 2e Roof 2n, 2r & 3e Roof 3r Overhang 1 & 2e Overhang 2n & 2r Overhang 3e Overhang 3r Roof 1 & 2e Roof 2n, 2r & 3e Roof 3r Overhang 1 & 2e Overhang 2n & 2r Overhang 3e Overhang 3r Roof 1 & 2e Roof 2n, 2r & 3e Roof 3r Overhang 1 & 2e Overhang 2n & 2r Overhang 3e Overhang 3r

110 -17 -26 -37 -20 -30 -35 -46 -19 -30 -42 -22 -33 -40 -52 -20 -32 -46 -24 -36 -43 -57 -22 -34 -48 -26 -38 -46 -60 -23 -36 -51 -27 -40 -49 -63

115 -18 -29 -41 -22 -32 -39 -51 -20 -32 -46 -24 -36 -44 -57 -22 -35 -50 -26 -40 -47 -62 -24 -38 -53 -28 -42 -50 -66 -25 -40 -56 -29 -44 -53 -69

Ultimate Design Wind Speed - Vult (mph) – FBC Figures 1609.3(1) through 1609.3(4) 120 130 140 150 160 -20 -23 -27 -31 -35 -31 -37 -43 -49 -56 -44 -52 -60 -69 -79 -23 -27 -32 -37 -42 -35 -41 -48 -55 -62 -42 -49 -57 -66 -75 -55 -65 -75 -86 -98 -22 -26 -30 -35 -39 -35 -41 -48 -55 -63 -50 -58 -68 -78 -88 -26 -31 -36 -41 -47 -39 -46 -54 -62 -70 -47 -56 -64 -74 -84 -62 -73 -84 -97 -110 -24 -28 -33 -38 -43 -38 -45 -52 -60 -68 -54 -64 -74 -85 -96 -29 -34 -39 -45 -51 -43 -51 -59 -67 -77 -52 -61 -70 -81 -92 -67 -79 -92 -105 -120 -26 -30 -35 -40 -46 -41 -48 -56 -64 -73 -58 -68 -79 -90 -103 -31 -36 -42 -48 -54 -46 -54 -62 -72 -81 -55 -64 -75 -86 -98 -72 -84 -98 -112 -128 -27 -32 -37 -42 -48 -43 -50 -59 -67 -76 -61 -71 -83 -95 -108 -32 -38 -44 -50 -57 -48 -57 -66 -75 -86 -58 -68 -79 -90 -103 -75 -89 -103 -118 -134

P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ Delta Metal Roof Systems; (604) 953-1000 TOP OF APPENDIX 2

180 -44 -71 -100 -53 -79 -95 -124 -50 -79 -112 -59 -89 -107 -139 -54 -86 -122 -65 -97 -116 -152 -58 -92 -130 -69 -103 -124 -161 -61 -97 -137 -72 -108 -130 -170

200 -55 -87 -123 -65 -98 -117 -153 -61 -98 -138 -73 -110 -132 -172 -67 -107 -151 -80 -120 -143 -187 -71 -114 -160 -85 -127 -153 -199 -75 -120 -169 -89 -134 -161 -210

PEER-DBP-001.A.R6 for FL7263-R7 (NON-HVHZ) Revision 6: 08/06/2023 Appendix 2, Page 3 of 22


NEMO|etc.® TABLE 1C: EXPOSURE B, Allowable Roof Cladding Design Pressures - Pasd (psf) Gable Roof / Slope Range 27° < SLOPE < 45° Mean Roof Height (ft)

h < 20

20 < h < 30

30 < h < 40

40 < h < 50

50 < h < 60

NEMO ETC, LLC Certificate of Authorization #32455

©2019 NEMO ETC, LLC

Ultimate Design Wind Speed - Vult (mph) – FBC Figures 1609.3(1) through 1609.3(4)

Zone

110

115

120

130

140

150

160

180

200

Roof 1, 2e & 2r

-19

-21

-23

-27

-32

-36

-41

-52

-64

Roof 2n & 3r

-21

-23

-26

-30

-35

-40

-45

-57

-71

Roof 3e

-33

-36

-40

-46

-54

-62

-70

-89

-110

Overhang 1, 2e & 2r

-26

-28

-30

-36

-41

-48

-54

-69

-85

Overhang 2n & 3r

-28

-30

-33

-38

-45

-51

-58

-74

-91

Overhang 3e

-39

-43

-47

-55

-64

-73

-83

-105

-130

Roof 1, 2e & 2r

-22

-24

-26

-31

-35

-41

-46

-59

-72

Roof 2n & 3r

-24

-26

-29

-34

-39

-45

-51

-65

-80

Roof 3e

-37

-41

-44

-52

-61

-70

-79

-100

-124

Overhang 1, 2e & 2r

-29

-31

-34

-40

-47

-53

-61

-77

-95

Overhang 2n & 3r

-31

-34

-37

-43

-50

-58

-66

-83

-102

Overhang 3e

-44

-48

-53

-62

-72

-82

-94

-118

-146

Roof 1, 2e & 2r

-24

-26

-28

-33

-39

-44

-50

-64

-79

Roof 2n & 3r

-26

-29

-31

-37

-43

-49

-56

-70

-87

Roof 3e

-41

-45

-48

-57

-66

-76

-86

-109

-135

Overhang 1, 2e & 2r

-31

-34

-37

-44

-51

-58

-66

-84

-104

Overhang 2n & 3r

-34

-37

-40

-47

-55

-63

-71

-90

-112

Overhang 3e

-48

-53

-57

-67

-78

-90

-102

-129

-159

Roof 1, 2e & 2r

-25

-28

-30

-35

-41

-47

-54

-68

-84

Roof 2n & 3r

-28

-31

-33

-39

-45

-52

-59

-75

-92

Roof 3e

-43

-47

-52

-61

-70

-81

-92

-116

-143

Overhang 1, 2e & 2r

-33

-36

-40

-47

-54

-62

-71

-89

-110

Overhang 2n & 3r

-36

-39

-43

-50

-58

-67

-76

-96

-119

Overhang 3e

-51

-56

-61

-72

-83

-95

-109

-137

-170

Roof 1, 2e & 2r

-27

-29

-32

-37

-43

-50

-57

-72

-88

Roof 2n & 3r

-29

-32

-35

-41

-48

-55

-62

-79

-97

Roof 3e

-46

-50

-54

-64

-74

-85

-96

-122

-151

Overhang 1, 2e & 2r

-35

-38

-42

-49

-57

-65

-74

-94

-116

Overhang 2n & 3r

-38

-41

-45

-53

-61

-70

-80

-101

-125

Overhang 3e

-54

-59

-64

-75

-87

-100

-114

-145

-178

P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ Delta Metal Roof Systems; (604) 953-1000 TOP OF APPENDIX 2

PEER-DBP-001.A.R6 for FL7263-R7 (NON-HVHZ) Revision 6: 08/06/2023 Appendix 2, Page 4 of 22


NEMO|etc.® TABLE 1D: EXPOSURE B, Allowable Roof Cladding Design Pressures - Pasd (psf) Hip Roof with h/B > 0.8 for Slope Range 14° < SLOPE < 20° Mean Roof Height (ft)

h < 20

20 < h < 30

30 < h < 40

40 < h < 50

50 < h < 60

NEMO ETC, LLC Certificate of Authorization #32455

©2019 NEMO ETC, LLC

Zone Roof 1 Roof 2r Roof 2e & 3 Overhang 1 Overhang 2r Overhang 2c Overhang 3 Roof 1 Roof 2r Roof 2e & 3 Overhang 1 Overhang 2r Overhang 2c Overhang 3 Roof 1 Roof 2r Roof 2e & 3 Overhang 1 Overhang 2r Overhang 2c Overhang 3 Roof 1 Roof 2r Roof 2e & 3 Overhang 1 Overhang 2r Overhang 2c Overhang 3 Roof 1 Roof 2r Roof 2e & 3 Overhang 1 Overhang 2r Overhang 2c Overhang 3

110 -19 -25 -27 -23 -29 -31 -36 -22 -29 -31 -25 -32 -34 -41 -24 -31 -34 -28 -35 -37 -45 -25 -33 -36 -30 -37 -40 -47 -27 -35 -38 -31 -39 -42 -50

115 -21 -28 -30 -25 -31 -33 -40 -24 -31 -34 -28 -35 -37 -45 -26 -34 -37 -30 -38 -41 -49 -28 -36 -39 -32 -41 -43 -52 -29 -38 -41 -34 -43 -46 -55

Ultimate Design Wind Speed - Vult (mph) – FBC Figures 1609.3(1) through 1609.3(4) 120 130 140 150 160 -23 -27 -32 -36 -41 -30 -35 -41 -47 -54 -33 -38 -44 -51 -58 -27 -32 -37 -42 -48 -34 -40 -46 -53 -60 -36 -43 -49 -57 -65 -43 -51 -59 -68 -77 -26 -31 -35 -41 -46 -34 -40 -46 -53 -60 -37 -43 -50 -57 -65 -30 -36 -41 -47 -54 -38 -45 -52 -60 -68 -41 -48 -56 -64 -73 -49 -57 -66 -76 -87 -28 -33 -39 -44 -50 -37 -43 -50 -58 -66 -40 -47 -54 -62 -71 -33 -39 -45 -52 -59 -42 -49 -57 -65 -74 -44 -52 -61 -69 -79 -53 -62 -72 -83 -94 -30 -35 -41 -47 -54 -39 -46 -54 -62 -70 -42 -50 -58 -66 -75 -35 -41 -48 -55 -62 -44 -52 -60 -69 -79 -47 -56 -64 -74 -84 -56 -66 -77 -88 -100 -32 -37 -43 -50 -57 -41 -49 -56 -65 -74 -45 -52 -61 -70 -79 -37 -43 -50 -58 -66 -47 -55 -63 -73 -83 -50 -58 -68 -78 -88 -59 -70 -81 -93 -106

P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ Delta Metal Roof Systems; (604) 953-1000 TOP OF APPENDIX 2

180 -52 -68 -73 -61 -76 -82 -98 -59 -76 -82 -68 -86 -92 -110 -64 -83 -90 -74 -94 -100 -119 -68 -89 -95 -79 -100 -106 -127 -72 -93 -100 -83 -105 -112 -134

200 -64 -84 -90 -75 -94 -101 -120 -72 -94 -102 -84 -106 -113 -135 -79 -103 -111 -92 -116 -124 -147 -84 -109 -118 -98 -123 -131 -157 -88 -115 -124 -103 -129 -138 -165

PEER-DBP-001.A.R6 for FL7263-R7 (NON-HVHZ) Revision 6: 08/06/2023 Appendix 2, Page 5 of 22


NEMO|etc.® TABLE 1E: EXPOSURE B, Allowable Roof Cladding Design Pressures - Pasd (psf) Hip Roof with for h/B < 0.5 / Slope Range 14° < SLOPE < 20° Mean Roof Height (ft)

h < 20

20 < h < 30

30 < h < 40

40 < h < 50

50 < h < 60

NEMO ETC, LLC Certificate of Authorization #32455

©2019 NEMO ETC, LLC

Zone Roof 1 Roof 2e & 3 Roof 2r Overhang 1 Overhang 2e Overhang 2r Overhang 3 Roof 1 Roof 2e & 3 Roof 2r Overhang 1 Overhang 2e Overhang 2r Overhang 3 Roof 1 Roof 2e & 3 Roof 2r Overhang 1 Overhang 2e Overhang 2r Overhang 3 Roof 1 Roof 2e & 3 Roof 2r Overhang 1 Overhang 2e Overhang 2r Overhang 3 Roof 1 Roof 2e & 3 Roof 2r Overhang 1 Overhang 2e Overhang 2r Overhang 3

110 -17 -26 -37 -18 -23 -29 -29 -19 -30 -42 -20 -25 -32 -32 -20 -32 -46 -22 -28 -35 -35 -22 -34 -48 -23 -30 -37 -37 -23 -36 -51 -24 -31 -39 -39

115 -18 -29 -41 -19 -25 -31 -31 -20 -32 -46 -22 -28 -35 -35 -22 -35 -50 -24 -30 -38 -38 -24 -38 -53 -25 -32 -41 -41 -25 -40 -56 -27 -34 -43 -43

Ultimate Design Wind Speed - Vult (mph) – FBC Figures 1609.3(1) through 1609.3(4) 120 130 140 150 160 -20 -23 -27 -31 -35 -31 -37 -43 -49 -56 -44 -52 -60 -69 -79 -21 -25 -29 -33 -37 -27 -32 -37 -42 -48 -34 -40 -46 -53 -60 -34 -40 -46 -53 -60 -22 -26 -30 -35 -39 -35 -41 -48 -55 -63 -50 -58 -68 -78 -88 -24 -28 -32 -37 -42 -30 -36 -41 -47 -54 -38 -45 -52 -60 -68 -38 -45 -52 -60 -68 -24 -28 -33 -38 -43 -38 -45 -52 -60 -68 -54 -64 -74 -85 -96 -26 -30 -35 -40 -46 -33 -39 -45 -52 -59 -42 -49 -57 -65 -74 -42 -49 -57 -65 -74 -26 -30 -35 -40 -46 -41 -48 -56 -64 -73 -58 -68 -79 -90 -103 -27 -32 -37 -43 -49 -35 -41 -48 -55 -62 -44 -52 -60 -69 -79 -44 -52 -60 -69 -79 -27 -32 -37 -42 -48 -43 -50 -59 -67 -76 -61 -71 -83 -95 -108 -29 -34 -39 -45 -51 -37 -43 -50 -58 -66 -47 -55 -63 -73 -83 -47 -55 -63 -73 -83

P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ Delta Metal Roof Systems; (604) 953-1000 TOP OF APPENDIX 2

180 -44 -71 -100 -47 -61 -76 -76 -50 -79 -112 -53 -68 -86 -86 -54 -86 -122 -58 -74 -94 -94 -58 -92 -130 -62 -79 -100 -100 -61 -97 -137 -65 -83 -105 -105

200 -55 -87 -123 -59 -75 -94 -94 -61 -98 -138 -66 -84 -106 -106 -67 -107 -151 -72 -92 -116 -116 -71 -114 -160 -76 -98 -123 -123 -75 -120 -169 -80 -103 -129 -129

PEER-DBP-001.A.R6 for FL7263-R7 (NON-HVHZ) Revision 6: 08/06/2023 Appendix 2, Page 6 of 22


NEMO|etc.® TABLE 1F: EXPOSURE B, Allowable Roof Cladding Design Pressures - Pasd (psf) Hip Roof / Slope Range 20° < SLOPE < 27° Mean Roof Height (ft)

h < 20

20 < h < 30

30 < h < 40

40 < h < 50

50 < h < 60

NEMO ETC, LLC Certificate of Authorization #32455

©2019 NEMO ETC, LLC

Ultimate Design Wind Speed - Vult (mph) – FBC Figures 1609.3(1) through 1609.3(4)

Zone

110

115

120

130

140

150

160

180

200

Roof 1

-16

-17

-19

-22

-25

-29

-33

-42

-51

Roof 2e, 2r & 3

-21

-23

-26

-30

-35

-40

-45

-57

-71

Overhang 1

-19

-20

-22

-26

-30

-35

-40

-50

-62

Overhang 2e & 2r

-25

-27

-29

-34

-40

-46

-52

-66

-81

Overhang 3

-31

-33

-36

-43

-49

-57

-65

-82

-101

Roof 1

-17

-19

-21

-24

-28

-32

-37

-47

-58

Roof 2e, 2r & 3

-24

-26

-29

-34

-39

-45

-51

-65

-80

Overhang 1

-21

-23

-25

-29

-34

-39

-44

-56

-69

Overhang 2e & 2r

-28

-30

-33

-39

-45

-51

-58

-74

-91

Overhang 3

-34

-37

-41

-48

-56

-64

-73

-92

-113

Roof 1

-19

-21

-23

-27

-31

-35

-40

-51

-63

Roof 2e, 2r & 3

-26

-29

-31

-37

-43

-49

-56

-70

-87

Overhang 1

-23

-25

-27

-32

-37

-43

-48

-61

-76

Overhang 2e & 2r

-30

-33

-36

-42

-49

-56

-64

-81

-100

Overhang 3

-37

-41

-44

-52

-61

-69

-79

-100

-124

Roof 1

-20

-22

-24

-28

-33

-38

-43

-54

-67

Roof 2e, 2r & 3

-28

-31

-33

-39

-45

-52

-59

-75

-92

Overhang 1

-24

-27

-29

-34

-39

-45

-52

-65

-81

Overhang 2e & 2r

-32

-35

-38

-45

-52

-60

-68

-86

-106

Overhang 3

-40

-43

-47

-56

-64

-74

-84

-106

-131

Roof 1

-21

-23

-25

-30

-35

-40

-45

-57

-70

Roof 2e, 2r & 3

-29

-32

-35

-41

-48

-55

-62

-79

-97

Overhang 1

-26

-28

-31

-36

-42

-48

-54

-69

-85

Overhang 2e & 2r

-34

-37

-40

-47

-55

-63

-71

-90

-111

Overhang 3

-42

-46

-50

-58

-68

-78

-88

-112

-138

P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ Delta Metal Roof Systems; (604) 953-1000 TOP OF APPENDIX 2

PEER-DBP-001.A.R6 for FL7263-R7 (NON-HVHZ) Revision 6: 08/06/2023 Appendix 2, Page 7 of 22


NEMO|etc.® TABLE 1G: EXPOSURE B, Allowable Roof Cladding Design Pressures - Pasd (psf) Hip Roof / Slope Range 27° < SLOPE < 45° Mean Roof Height (ft)

h < 20

20 < h < 30

30 < h < 40

40 < h < 50

50 < h < 60

NEMO ETC, LLC Certificate of Authorization #32455

©2019 NEMO ETC, LLC

Zone Roof 1 Roof 2r Roof 2e Roof 3 Overhang 1 Overhang 2r Overhang 2e Overhang 3 Roof 1 Roof 2r Roof 2e Roof 3 Overhang 1 Overhang 2r Overhang 2e Overhang 3 Roof 1 Roof 2r Roof 2e Roof 3 Overhang 1 Overhang 2r Overhang 2e Overhang 3 Roof 1 Roof 2r Roof 2e Roof 3 Overhang 1 Overhang 2r Overhang 2e Overhang 3 Roof 1 Roof 2r Roof 2e Roof 3 Overhang 1 Overhang 2r Overhang 2e Overhang 3

110 -17 -28 -29 -37 -23 -34 -35 -43 -19 -32 -33 -42 -25 -39 -40 -49 -20 -35 -36 -46 -28 -42 -43 -53 -22 -37 -38 -48 -30 -45 -46 -56 -23 -39 -40 -51 -31 -47 -49 -59

115 -18 -31 -32 -41 -25 -38 -39 -47 -20 -35 -36 -46 -28 -42 -44 -53 -22 -38 -39 -50 -30 -46 -47 -58 -24 -40 -42 -53 -32 -49 -50 -62 -25 -42 -44 -56 -34 -52 -53 -65

Ultimate Design Wind Speed - Vult (mph) – FBC Figures 1609.3(1) through 1609.3(4) 120 130 140 150 160 -20 -23 -27 -31 -35 -34 -40 -46 -53 -60 -35 -41 -48 -55 -62 -44 -52 -60 -69 -79 -27 -32 -37 -42 -48 -41 -48 -56 -64 -73 -42 -49 -57 -66 -75 -52 -60 -70 -81 -92 -22 -26 -30 -35 -39 -38 -44 -52 -59 -67 -39 -46 -53 -61 -70 -50 -58 -68 -78 -88 -30 -36 -41 -47 -54 -46 -54 -63 -72 -82 -47 -56 -64 -74 -84 -58 -68 -79 -90 -103 -24 -28 -33 -38 -43 -41 -48 -56 -65 -73 -43 -50 -58 -67 -76 -54 -64 -74 -85 -96 -33 -39 -45 -52 -59 -50 -59 -68 -78 -89 -52 -61 -70 -81 -92 -63 -74 -86 -99 -112 -26 -30 -35 -40 -46 -44 -52 -60 -69 -78 -45 -53 -62 -71 -81 -58 -68 -79 -90 -103 -35 -41 -48 -55 -62 -53 -63 -73 -83 -95 -55 -64 -75 -86 -98 -67 -79 -91 -105 -119 -27 -32 -37 -42 -48 -46 -54 -63 -72 -82 -48 -56 -65 -75 -85 -61 -71 -83 -95 -108 -37 -43 -50 -58 -66 -56 -66 -76 -88 -100 -58 -68 -79 -90 -103 -71 -83 -96 -110 -126

P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ Delta Metal Roof Systems; (604) 953-1000 TOP OF APPENDIX 2

180 -44 -76 -79 -100 -61 -92 -95 -116 -50 -85 -88 -112 -68 -104 -107 -130 -54 -93 -96 -122 -74 -113 -116 -142 -58 -99 -102 -130 -79 -120 -124 -151 -61 -104 -108 -137 -83 -126 -130 -159

200 -55 -94 -97 -123 -75 -114 -117 -143 -61 -105 -109 -138 -84 -128 -132 -161 -67 -115 -119 -151 -92 -139 -143 -175 -71 -122 -126 -160 -98 -148 -153 -187 -75 -128 -133 -169 -103 -156 -161 -196

PEER-DBP-001.A.R6 for FL7263-R7 (NON-HVHZ) Revision 6: 08/06/2023 Appendix 2, Page 8 of 22


NEMO|etc.® TABLE 2A: EXPOSURE C, Allowable Roof Cladding Design Pressures - Pasd (psf) Gable Roof / Slope Range 14° < SLOPE < 20° Mean Roof Height (ft)

h < 20

20 < h < 30

30 < h < 40

40 < h < 50

50 < h < 60

NEMO ETC, LLC Certificate of Authorization #32455

©2019 NEMO ETC, LLC

Zone Roof 1 & 2e Roof 2n, 2r & 3e Roof 3r Overhang 1 & 2e Overhang 2n & 2r Overhang 3e Overhang 3r Roof 1 & 2e Roof 2n, 2r & 3e Roof 3r Overhang 1 & 2e Overhang 2n & 2r Overhang 3e Overhang 3r Roof 1 & 2e Roof 2n, 2r & 3e Roof 3r Overhang 1 & 2e Overhang 2n & 2r Overhang 3e Overhang 3r Roof 1 & 2e Roof 2n, 2r & 3e Roof 3r Overhang 1 & 2e Overhang 2n & 2r Overhang 3e Overhang 3r Roof 1 & 2e Roof 2n, 2r & 3e Roof 3r Overhang 1 & 2e Overhang 2n & 2r Overhang 3e Overhang 3r

110 -31 -45 -54 -36 -50 -58 -67 -34 -49 -59 -39 -54 -63 -73 -36 -52 -62 -41 -58 -68 -77 -38 -55 -65 -43 -60 -71 -81 -39 -57 -68 -45 -63 -73 -84

115 -34 -50 -59 -39 -55 -64 -73 -37 -54 -64 -42 -59 -69 -80 -39 -57 -68 -45 -63 -74 -85 -41 -60 -71 -47 -66 -77 -89 -43 -62 -74 -49 -69 -80 -92

Ultimate Design Wind Speed - Vult (mph) – FBC Figures 1609.3(1) through 1609.3(4) 120 130 140 150 160 -37 -43 -50 -58 -66 -54 -63 -73 -84 -96 -64 -75 -87 -100 -114 -42 -50 -58 -66 -75 -59 -70 -81 -93 -106 -70 -82 -95 -109 -124 -80 -94 -109 -125 -142 -40 -47 -55 -63 -71 -59 -69 -80 -92 -104 -70 -82 -95 -109 -124 -46 -54 -63 -72 -82 -64 -76 -88 -101 -115 -76 -89 -103 -118 -134 -87 -102 -118 -135 -154 -43 -50 -58 -67 -76 -62 -73 -85 -97 -111 -74 -87 -101 -116 -132 -49 -58 -67 -77 -87 -69 -81 -93 -107 -122 -80 -94 -109 -126 -143 -92 -108 -125 -144 -164 -45 -53 -61 -70 -80 -65 -77 -89 -102 -116 -78 -91 -106 -121 -138 -51 -60 -70 -80 -91 -72 -84 -98 -112 -128 -84 -99 -115 -132 -150 -96 -113 -131 -151 -172 -46 -55 -63 -73 -83 -68 -80 -92 -106 -121 -81 -95 -110 -126 -143 -53 -63 -73 -83 -95 -75 -88 -102 -117 -133 -87 -103 -119 -137 -155 -100 -118 -136 -157 -178

P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ Delta Metal Roof Systems; (604) 953-1000 TOP OF APPENDIX 2

180 -83 -121 -144 -95 -134 -157 -180 -90 -132 -157 -104 -145 -170 -195 -96 -140 -167 -110 -154 -181 -207 -101 -147 -175 -115 -162 -189 -217 -105 -153 -181 -120 -168 -197 -225

200 -103 -150 -178 -118 -165 -193 -222 -112 -163 -193 -128 -179 -210 -241 -119 -173 -206 -136 -191 -223 -256 -124 -181 -216 -143 -200 -234 -268 -129 -188 -224 -148 -207 -243 -278

PEER-DBP-001.A.R6 for FL7263-R7 (NON-HVHZ) Revision 6: 08/06/2023 Appendix 2, Page 9 of 22


NEMO|etc.® TABLE 2B: EXPOSURE C, Allowable Roof Cladding Design Pressures - Pasd (psf) Gable Roof / Slope Range 20° < SLOPE < 27° Mean Roof Height (ft)

h < 20

20 < h < 30

30 < h < 40

40 < h < 50

50 < h < 60

NEMO ETC, LLC Certificate of Authorization #32455

©2019 NEMO ETC, LLC

Zone Roof 1 & 2e Roof 2n, 2r & 3e Roof 3r Overhang 1 & 2e Overhang 2n & 2r Overhang 3e Overhang 3r Roof 1 & 2e Roof 2n, 2r & 3e Roof 3r Overhang 1 & 2e Overhang 2n & 2r Overhang 3e Overhang 3r Roof 1 & 2e Roof 2n, 2r & 3e Roof 3r Overhang 1 & 2e Overhang 2n & 2r Overhang 3e Overhang 3r Roof 1 & 2e Roof 2n, 2r & 3e Roof 3r Overhang 1 & 2e Overhang 2n & 2r Overhang 3e Overhang 3r Roof 1 & 2e Roof 2n, 2r & 3e Roof 3r Overhang 1 & 2e Overhang 2n & 2r Overhang 3e Overhang 3r

110 -24 -38 -54 -29 -43 -51 -67 -26 -41 -59 -31 -46 -56 -73 -28 -44 -62 -33 -49 -59 -77 -29 -46 -65 -35 -52 -62 -81 -30 -48 -68 -36 -54 -64 -84

115 -26 -42 -59 -31 -47 -56 -73 -28 -45 -64 -34 -51 -61 -80 -30 -48 -68 -36 -54 -65 -85 -32 -51 -71 -38 -57 -68 -89 -33 -52 -74 -39 -59 -70 -92

Ultimate Design Wind Speed - Vult (mph) – FBC Figures 1609.3(1) through 1609.3(4) 120 130 140 150 160 -29 -33 -39 -45 -51 -45 -53 -62 -71 -81 -64 -75 -87 -100 -114 -34 -40 -46 -53 -60 -51 -60 -69 -80 -91 -61 -72 -83 -95 -109 -80 -94 -109 -125 -142 -31 -36 -42 -48 -55 -49 -58 -67 -77 -88 -70 -82 -95 -109 -124 -37 -43 -50 -58 -66 -55 -65 -75 -86 -98 -66 -78 -90 -104 -118 -87 -102 -118 -135 -154 -33 -39 -45 -51 -59 -53 -62 -72 -82 -93 -74 -87 -101 -116 -132 -39 -46 -53 -61 -70 -59 -69 -80 -92 -105 -71 -83 -96 -110 -125 -92 -108 -125 -144 -164 -34 -40 -47 -54 -61 -55 -65 -75 -86 -98 -78 -91 -106 -121 -138 -41 -48 -56 -64 -73 -62 -72 -84 -96 -109 -74 -87 -101 -115 -131 -96 -113 -131 -151 -172 -36 -42 -49 -56 -64 -57 -67 -78 -89 -102 -81 -95 -110 -126 -143 -43 -50 -58 -67 -76 -64 -75 -87 -100 -114 -77 -90 -104 -120 -136 -100 -118 -136 -157 -178

P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ Delta Metal Roof Systems; (604) 953-1000 TOP OF APPENDIX 2

180 -64 -102 -144 -76 -115 -138 -180 -70 -111 -157 -83 -124 -149 -195 -74 -118 -167 -88 -132 -159 -207 -78 -124 -175 -92 -139 -166 -217 -81 -129 -181 -96 -144 -173 -225

200 -79 -126 -178 -94 -141 -170 -222 -86 -137 -193 -102 -154 -184 -241 -92 -146 -206 -109 -163 -196 -256 -96 -153 -216 -114 -171 -205 -268 -99 -159 -224 -118 -178 -213 -278

PEER-DBP-001.A.R6 for FL7263-R7 (NON-HVHZ) Revision 6: 08/06/2023 Appendix 2, Page 10 of 22


NEMO|etc.® TABLE 2C: EXPOSURE C, Allowable Roof Cladding Design Pressures - Pasd (psf) Gable Roof / Slope Range 27° < SLOPE < 45° Mean Roof Height (ft)

h < 20

20 < h < 30

30 < h < 40

40 < h < 50

50 < h < 60

NEMO ETC, LLC Certificate of Authorization #32455

©2019 NEMO ETC, LLC

Ultimate Design Wind Speed - Vult (mph) – FBC Figures 1609.3(1) through 1609.3(4)

Zone

110

115

120

130

140

150

160

180

Roof 1, 2e & 2r

-28

-31

-34

-39

-46

-53

-60

-76

200 -93

Roof 2n & 3r

-31

-34

-37

-43

-50

-58

-66

-83

-103

Roof 3e

-48

-53

-57

-67

-78

-90

-102

-129

-159

Overhang 1, 2e & 2r

-37

-41

-44

-52

-60

-69

-78

-99

-123

Overhang 2n & 3r

-40

-44

-48

-56

-65

-74

-85

-107

-132

Overhang 3e

-57

-62

-68

-80

-92

-106

-121

-153

-189

Roof 1, 2e & 2r

-31

-34

-36

-43

-50

-57

-65

-82

-101

Roof 2n & 3r

-34

-37

-40

-47

-55

-63

-71

-90

-112

Roof 3e

-52

-57

-62

-73

-85

-97

-111

-140

-173

Overhang 1, 2e & 2r

-40

-44

-48

-56

-65

-75

-85

-108

-133

Overhang 2n & 3r

-43

-47

-52

-61

-70

-81

-92

-116

-143

Overhang 3e

-62

-68

-74

-86

-100

-115

-131

-166

-205

Roof 1, 2e & 2r

-33

-36

-39

-46

-53

-61

-69

-87

-108

Roof 2n & 3r

-36

-39

-43

-50

-58

-67

-76

-96

-119

Roof 3e

-56

-61

-66

-78

-90

-104

-118

-149

-184

Overhang 1, 2e & 2r

-43

-47

-51

-60

-69

-80

-91

-115

-142

Overhang 2n & 3r

-46

-50

-55

-64

-75

-86

-98

-124

-153

Overhang 3e

-66

-72

-78

-92

-107

-123

-139

-176

-218

Roof 1, 2e & 2r

-34

-37

-41

-48

-55

-64

-72

-91

-113

Roof 2n & 3r

-38

-41

-45

-53

-61

-70

-80

-101

-124

Roof 3e

-58

-64

-69

-81

-94

-108

-123

-156

-193

Overhang 1, 2e & 2r

-45

-49

-53

-63

-73

-83

-95

-120

-148

Overhang 2n & 3r

-48

-53

-57

-67

-78

-90

-102

-129

-160

Overhang 3e

-69

-75

-82

-96

-112

-128

-146

-185

-228

Roof 1, 2e & 2r

-35

-39

-42

-50

-57

-66

-75

-95

-117

Roof 2n & 3r

-39

-43

-46

-55

-63

-73

-83

-105

-129

Roof 3e

-61

-66

-72

-85

-98

-113

-128

-162

-200

Overhang 1, 2e & 2r

-47

-51

-55

-65

-75

-87

-99

-125

-154

Overhang 2n & 3r

-50

-55

-60

-70

-81

-93

-106

-134

-166

Overhang 3e

-72

-78

-85

-100

-116

-133

-152

-192

-237

P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ Delta Metal Roof Systems; (604) 953-1000 TOP OF APPENDIX 2

PEER-DBP-001.A.R6 for FL7263-R7 (NON-HVHZ) Revision 6: 08/06/2023 Appendix 2, Page 11 of 22


NEMO|etc.® TABLE 2D: EXPOSURE C, Allowable Roof Cladding Design Pressures - Pasd (psf) Hip Roof with h/B > 0.8 for Slope Range 14° < SLOPE < 20° Mean Roof Height (ft)

h < 20

20 < h < 30

30 < h < 40

40 < h < 50

50 < h < 60

NEMO ETC, LLC Certificate of Authorization #32455

©2019 NEMO ETC, LLC

Zone Roof 1 Roof 2r Roof 2e & 3 Overhang 1 Overhang 2r Overhang 2c Overhang 3 Roof 1 Roof 2r Roof 2e & 3 Overhang 1 Overhang 2r Overhang 2c Overhang 3 Roof 1 Roof 2r Roof 2e & 3 Overhang 1 Overhang 2r Overhang 2c Overhang 3 Roof 1 Roof 2r Roof 2e & 3 Overhang 1 Overhang 2r Overhang 2c Overhang 3 Roof 1 Roof 2r Roof 2e & 3 Overhang 1 Overhang 2r Overhang 2c Overhang 3

110 -25 -33 -35 -29 -37 -39 -47 -31 -40 -43 -36 -45 -48 -57 -36 -46 -50 -41 -52 -56 -66 -40 -52 -56 -46 -58 -62 -74 -43 -56 -61 -50 -63 -68 -81

115 -27 -36 -39 -32 -40 -43 -51 -34 -44 -47 -39 -49 -52 -63 -39 -51 -55 -45 -57 -61 -73 -43 -56 -61 -50 -63 -68 -81 -47 -62 -66 -55 -69 -74 -88

Ultimate Design Wind Speed - Vult (mph) – FBC Figures 1609.3(1) through 1609.3(4) 120 130 140 150 160 -30 -35 -41 -47 -53 -39 -46 -53 -61 -69 -42 -49 -57 -66 -75 -35 -41 -47 -54 -62 -44 -51 -60 -68 -78 -47 -55 -64 -73 -83 -56 -66 -76 -87 -99 -36 -43 -50 -57 -65 -48 -56 -65 -74 -85 -51 -60 -70 -80 -91 -42 -50 -58 -66 -75 -53 -63 -73 -83 -95 -57 -67 -78 -89 -102 -68 -80 -93 -107 -121 -42 -50 -58 -66 -75 -55 -65 -75 -86 -98 -59 -70 -81 -93 -106 -49 -58 -67 -77 -87 -62 -73 -84 -97 -110 -66 -78 -90 -104 -118 -79 -93 -108 -124 -141 -47 -55 -64 -74 -84 -61 -72 -84 -96 -109 -66 -78 -90 -103 -118 -55 -64 -75 -86 -97 -69 -81 -94 -108 -123 -74 -87 -100 -115 -131 -88 -103 -120 -138 -157 -52 -60 -70 -80 -92 -67 -79 -91 -105 -119 -72 -85 -98 -113 -129 -60 -70 -81 -93 -106 -75 -89 -103 -118 -134 -81 -95 -110 -126 -143 -96 -113 -131 -150 -171

P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ Delta Metal Roof Systems; (604) 953-1000 TOP OF APPENDIX 2

180 -67 -88 -95 -78 -99 -105 -126 -82 -107 -115 -95 -120 -129 -153 -95 -124 -134 -111 -139 -149 -178 -106 -138 -149 -123 -155 -166 -198 -116 -151 -163 -135 -170 -181 -217

200 -83 -108 -117 -97 -122 -130 -155 -101 -132 -142 -118 -148 -159 -189 -118 -153 -165 -137 -172 -184 -220 -131 -171 -184 -152 -192 -205 -245 -143 -186 -201 -166 -210 -224 -267

PEER-DBP-001.A.R6 for FL7263-R7 (NON-HVHZ) Revision 6: 08/06/2023 Appendix 2, Page 12 of 22


NEMO|etc.® TABLE 2E: EXPOSURE C, Allowable Roof Cladding Design Pressures - Pasd (psf) Hip Roof with for h/B < 0.5 / Slope Range 14° < SLOPE < 20° Mean Roof Height (ft)

h < 20

20 < h < 30

30 < h < 40

40 < h < 50

50 < h < 60

NEMO ETC, LLC Certificate of Authorization #32455

©2019 NEMO ETC, LLC

Zone Roof 1 Roof 2e & 3 Roof 2r Overhang 1 Overhang 2e Overhang 2r Overhang 3 Roof 1 Roof 2e & 3 Roof 2r Overhang 1 Overhang 2e Overhang 2r Overhang 3 Roof 1 Roof 2e & 3 Roof 2r Overhang 1 Overhang 2e Overhang 2r Overhang 3 Roof 1 Roof 2e & 3 Roof 2r Overhang 1 Overhang 2e Overhang 2r Overhang 3 Roof 1 Roof 2e & 3 Roof 2r Overhang 1 Overhang 2e Overhang 2r Overhang 3

110 -21 -34 -48 -23 -29 -37 -37 -26 -41 -59 -28 -36 -45 -45 -30 -48 -68 -32 -41 -52 -52 -34 -54 -76 -36 -46 -58 -58 -37 -59 -83 -39 -50 -63 -63

115 -23 -37 -52 -25 -32 -40 -40 -28 -45 -64 -30 -39 -49 -49 -33 -53 -74 -35 -45 -57 -57 -37 -59 -83 -39 -50 -63 -63 -40 -64 -90 -43 -55 -69 -69

Ultimate Design Wind Speed - Vult (mph) – FBC Figures 1609.3(1) through 1609.3(4) 120 130 140 150 160 -25 -30 -35 -40 -45 -40 -48 -55 -63 -72 -57 -67 -78 -89 -102 -27 -32 -37 -42 -48 -35 -41 -47 -54 -62 -44 -51 -60 -68 -78 -44 -51 -60 -68 -78 -31 -36 -42 -48 -55 -49 -58 -67 -77 -88 -70 -82 -95 -109 -124 -33 -39 -45 -52 -59 -42 -50 -58 -66 -75 -53 -63 -73 -83 -95 -53 -63 -73 -83 -95 -36 -42 -49 -56 -64 -57 -67 -78 -90 -102 -81 -95 -110 -126 -144 -38 -45 -52 -60 -68 -49 -58 -67 -77 -87 -62 -73 -84 -97 -110 -62 -73 -84 -97 -110 -40 -47 -54 -63 -71 -64 -75 -87 -100 -113 -90 -106 -123 -141 -160 -43 -50 -58 -67 -76 -55 -64 -75 -86 -97 -69 -81 -94 -108 -123 -69 -81 -94 -108 -123 -44 -51 -59 -68 -78 -70 -82 -95 -109 -124 -98 -115 -134 -154 -175 -47 -55 -64 -73 -83 -60 -70 -81 -93 -106 -75 -89 -103 -118 -134 -75 -89 -103 -118 -134

P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ Delta Metal Roof Systems; (604) 953-1000 TOP OF APPENDIX 2

180 -57 -91 -129 -61 -78 -99 -99 -70 -111 -157 -75 -95 -120 -120 -81 -129 -182 -87 -111 -139 -139 -90 -144 -203 -96 -123 -155 -155 -98 -157 -221 -105 -135 -170 -170

200 -71 -112 -159 -76 -97 -122 -122 -86 -137 -193 -92 -118 -148 -148 -100 -159 -224 -107 -137 -172 -172 -111 -177 -250 -119 -152 -192 -192 -121 -194 -273 -130 -166 -210 -210

PEER-DBP-001.A.R6 for FL7263-R7 (NON-HVHZ) Revision 6: 08/06/2023 Appendix 2, Page 13 of 22


NEMO|etc.® TABLE 2F: EXPOSURE C, Allowable Roof Cladding Design Pressures - Pasd (psf) Hip Roof / Slope Range 20° < SLOPE < 27° Mean Roof Height (ft)

h < 20

20 < h < 30

30 < h < 40

40 < h < 50

50 < h < 60

NEMO ETC, LLC Certificate of Authorization #32455

©2019 NEMO ETC, LLC

Ultimate Design Wind Speed - Vult (mph) – FBC Figures 1609.3(1) through 1609.3(4)

Zone

110

115

120

130

140

150

160

180

200

Roof 1

-20

-22

-24

-28

-32

-37

-42

-54

-66

Roof 2e, 2r & 3

-28

-30

-33

-39

-45

-51

-59

-74

-91

Overhang 1

-24

-26

-29

-34

-39

-45

-51

-65

-80

Overhang 2e & 2r

-32

-35

-38

-44

-51

-59

-67

-85

-105

Overhang 3

-39

-43

-47

-55

-64

-73

-83

-105

-130

Roof 1

-24

-27

-29

-34

-40

-45

-52

-65

-81

Roof 2e, 2r & 3

-34

-37

-40

-47

-55

-63

-71

-90

-112

Overhang 1

-29

-32

-35

-41

-48

-55

-62

-79

-97

Overhang 2e & 2r

-39

-42

-46

-54

-63

-72

-82

-104

-128

Overhang 3

-48

-52

-57

-67

-78

-89

-102

-129

-159

Roof 1

-28

-31

-34

-40

-46

-53

-60

-76

-94

Roof 2e, 2r & 3

-39

-43

-47

-55

-63

-73

-83

-105

-129

Overhang 1

-34

-37

-41

-48

-55

-63

-72

-91

-113

Overhang 2e & 2r

-45

-49

-53

-63

-73

-83

-95

-120

-148

Overhang 3

-56

-61

-66

-78

-90

-104

-118

-149

-184

Roof 1

-32

-35

-38

-44

-51

-59

-67

-85

-105

Roof 2e, 2r & 3

-44

-48

-52

-61

-71

-81

-92

-117

-144

Overhang 1

-38

-42

-45

-53

-62

-71

-80

-102

-126

Overhang 2e & 2r

-50

-55

-60

-70

-81

-93

-106

-134

-165

Overhang 3

-62

-68

-74

-87

-100

-115

-131

-166

-205

Roof 1

-35

-38

-41

-48

-56

-64

-73

-92

-114

Roof 2e, 2r & 3

-48

-52

-57

-67

-77

-89

-101

-128

-158

Overhang 1

-42

-45

-49

-58

-67

-77

-88

-111

-137

Overhang 2e & 2r

-55

-60

-65

-76

-89

-102

-116

-146

-181

Overhang 3

-68

-74

-81

-95

-110

-126

-143

-181

-224

P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ Delta Metal Roof Systems; (604) 953-1000 TOP OF APPENDIX 2

PEER-DBP-001.A.R6 for FL7263-R7 (NON-HVHZ) Revision 6: 08/06/2023 Appendix 2, Page 14 of 22


NEMO|etc.® TABLE 2G: EXPOSURE C, Allowable Roof Cladding Design Pressures - Pasd (psf) Hip Roof / Slope Range 27° < SLOPE < 45° Mean Roof Height (ft)

h < 20

20 < h < 30

30 < h < 40

40 < h < 50

50 < h < 60

NEMO ETC, LLC Certificate of Authorization #32455

©2019 NEMO ETC, LLC

Zone Roof 1 Roof 2r Roof 2e Roof 3 Overhang 1 Overhang 2r Overhang 2e Overhang 3 Roof 1 Roof 2r Roof 2e Roof 3 Overhang 1 Overhang 2r Overhang 2e Overhang 3 Roof 1 Roof 2r Roof 2e Roof 3 Overhang 1 Overhang 2r Overhang 2e Overhang 3 Roof 1 Roof 2r Roof 2e Roof 3 Overhang 1 Overhang 2r Overhang 2e Overhang 3 Roof 1 Roof 2r Roof 2e Roof 3 Overhang 1 Overhang 2r Overhang 2e Overhang 3

110 -21 -37 -38 -48 -29 -44 -46 -56 -26 -45 -46 -59 -36 -54 -56 -68 -30 -52 -54 -68 -41 -63 -65 -79 -34 -58 -60 -76 -46 -70 -72 -88 -37 -63 -65 -83 -50 -76 -79 -96

115 -23 -40 -41 -52 -32 -49 -50 -61 -28 -49 -50 -64 -39 -59 -61 -74 -33 -57 -58 -74 -45 -69 -71 -86 -37 -63 -65 -83 -50 -77 -79 -96 -40 -69 -71 -90 -55 -84 -86 -105

Ultimate Design Wind Speed - Vult (mph) – FBC Figures 1609.3(1) through 1609.3(4) 120 130 140 150 160 -25 -30 -35 -40 -45 -44 -51 -59 -68 -77 -45 -53 -61 -70 -80 -57 -67 -78 -89 -102 -35 -41 -47 -54 -62 -53 -62 -72 -83 -94 -54 -64 -74 -85 -97 -66 -78 -90 -104 -118 -31 -36 -42 -48 -55 -53 -62 -72 -83 -94 -55 -64 -75 -86 -98 -70 -82 -95 -109 -124 -42 -50 -58 -66 -75 -64 -76 -88 -101 -115 -66 -78 -90 -104 -118 -81 -95 -110 -127 -144 -36 -42 -49 -56 -64 -62 -72 -84 -96 -109 -64 -75 -87 -100 -113 -81 -95 -110 -126 -144 -49 -58 -67 -77 -87 -75 -88 -102 -117 -133 -77 -90 -105 -120 -137 -94 -110 -128 -147 -167 -40 -47 -54 -63 -71 -69 -80 -93 -107 -122 -71 -83 -97 -111 -126 -90 -106 -123 -141 -160 -55 -64 -75 -86 -97 -83 -98 -113 -130 -148 -86 -101 -117 -134 -152 -105 -123 -143 -164 -186 -44 -51 -59 -68 -78 -75 -88 -102 -117 -133 -78 -91 -106 -121 -138 -98 -115 -134 -154 -175 -60 -70 -81 -93 -106 -91 -107 -124 -142 -162 -94 -110 -127 -146 -166 -114 -134 -156 -179 -203

P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ Delta Metal Roof Systems; (604) 953-1000 TOP OF APPENDIX 2

180 -57 -98 -101 -129 -78 -119 -122 -150 -70 -119 -124 -157 -95 -145 -149 -182 -81 -139 -143 -182 -111 -168 -173 -212 -90 -154 -160 -203 -123 -188 -193 -236 -98 -169 -174 -221 -135 -205 -211 -258

200 -71 -121 -125 -159 -97 -147 -151 -185 -86 -147 -153 -193 -118 -179 -184 -225 -100 -171 -177 -224 -137 -208 -214 -261 -111 -191 -197 -250 -152 -232 -238 -291 -121 -208 -215 -273 -166 -253 -260 -318

PEER-DBP-001.A.R6 for FL7263-R7 (NON-HVHZ) Revision 6: 08/06/2023 Appendix 2, Page 15 of 22


NEMO|etc.® TABLE 3A: EXPOSURE D, Allowable Roof Cladding Design Pressures - Pasd (psf) Gable Roof / Slope Range 14° < SLOPE < 20° Mean Roof Height (ft)

h < 20

20 < h < 30

30 < h < 40

40 < h < 50

50 < h < 60

NEMO ETC, LLC Certificate of Authorization #32455

©2019 NEMO ETC, LLC

Zone Roof 1 & 2e Roof 2n, 2r & 3e Roof 3r Overhang 1 & 2e Overhang 2n & 2r Overhang 3e Overhang 3r Roof 1 & 2e Roof 2n, 2r & 3e Roof 3r Overhang 1 & 2e Overhang 2n & 2r Overhang 3e Overhang 3r Roof 1 & 2e Roof 2n, 2r & 3e Roof 3r Overhang 1 & 2e Overhang 2n & 2r Overhang 3e Overhang 3r Roof 1 & 2e Roof 2n, 2r & 3e Roof 3r Overhang 1 & 2e Overhang 2n & 2r Overhang 3e Overhang 3r Roof 1 & 2e Roof 2n, 2r & 3e Roof 3r Overhang 1 & 2e Overhang 2n & 2r Overhang 3e Overhang 3r

110 -37 -55 -65 -43 -60 -70 -81 -40 -58 -69 -46 -64 -75 -86 -42 -61 -73 -48 -67 -79 -90 -44 -64 -76 -50 -70 -82 -94 -45 -66 -78 -52 -72 -85 -97

115 -41 -60 -71 -47 -66 -77 -88 -44 -64 -76 -50 -70 -82 -94 -46 -67 -79 -53 -74 -86 -99 -48 -70 -83 -55 -77 -90 -103 -49 -72 -85 -57 -79 -93 -106

Ultimate Design Wind Speed - Vult (mph) – FBC Figures 1609.3(1) through 1609.3(4) 120 130 140 150 160 -44 -52 -61 -69 -79 -65 -76 -88 -101 -115 -77 -90 -105 -120 -137 -51 -60 -69 -80 -91 -71 -84 -97 -112 -127 -84 -98 -114 -131 -149 -96 -113 -130 -150 -170 -48 -56 -65 -74 -85 -69 -82 -95 -109 -124 -83 -97 -112 -129 -147 -55 -64 -74 -85 -97 -76 -90 -104 -119 -136 -90 -105 -122 -140 -159 -103 -121 -140 -160 -183 -50 -59 -68 -78 -89 -73 -85 -99 -114 -129 -87 -102 -118 -135 -154 -57 -67 -78 -89 -102 -80 -94 -109 -125 -142 -94 -110 -128 -147 -167 -108 -126 -146 -168 -191 -52 -61 -71 -81 -92 -76 -89 -103 -118 -135 -90 -106 -123 -141 -160 -60 -70 -81 -93 -106 -83 -98 -113 -130 -148 -98 -115 -133 -153 -174 -112 -131 -152 -175 -199 -54 -63 -73 -84 -95 -78 -92 -107 -122 -139 -93 -109 -127 -145 -165 -62 -72 -84 -96 -109 -86 -101 -117 -135 -153 -101 -118 -137 -158 -179 -116 -136 -157 -181 -206

P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ Delta Metal Roof Systems; (604) 953-1000 TOP OF APPENDIX 2

180 -100 -146 -173 -115 -161 -188 -216 -107 -156 -186 -123 -172 -202 -231 -112 -164 -195 -129 -180 -211 -242 -117 -170 -203 -134 -188 -220 -252 -121 -176 -209 -138 -194 -227 -260

200 -124 -180 -214 -142 -198 -232 -266 -132 -193 -229 -152 -212 -249 -285 -139 -202 -240 -159 -223 -261 -299 -144 -210 -250 -165 -232 -271 -311 -149 -217 -258 -171 -239 -280 -321

PEER-DBP-001.A.R6 for FL7263-R7 (NON-HVHZ) Revision 6: 08/06/2023 Appendix 2, Page 16 of 22


NEMO|etc.® TABLE 3B: EXPOSURE D, Allowable Roof Cladding Design Pressures - Pasd (psf) Gable Roof / Slope Range 20° < SLOPE < 27° Mean Roof Height (ft)

h < 20

20 < h < 30

30 < h < 40

40 < h < 50

50 < h < 60

NEMO ETC, LLC Certificate of Authorization #32455

©2019 NEMO ETC, LLC

Zone Roof 1 & 2e Roof 2n, 2r & 3e Roof 3r Overhang 1 & 2e Overhang 2n & 2r Overhang 3e Overhang 3r Roof 1 & 2e Roof 2n, 2r & 3e Roof 3r Overhang 1 & 2e Overhang 2n & 2r Overhang 3e Overhang 3r Roof 1 & 2e Roof 2n, 2r & 3e Roof 3r Overhang 1 & 2e Overhang 2n & 2r Overhang 3e Overhang 3r Roof 1 & 2e Roof 2n, 2r & 3e Roof 3r Overhang 1 & 2e Overhang 2n & 2r Overhang 3e Overhang 3r Roof 1 & 2e Roof 2n, 2r & 3e Roof 3r Overhang 1 & 2e Overhang 2n & 2r Overhang 3e Overhang 3r

110 -29 -46 -65 -34 -51 -62 -81 -31 -49 -69 -37 -55 -66 -86 -32 -52 -73 -38 -58 -69 -90 -34 -54 -76 -40 -60 -72 -94 -35 -55 -78 -41 -62 -74 -97

115 -31 -50 -71 -37 -56 -67 -88 -34 -54 -76 -40 -60 -72 -94 -35 -56 -79 -42 -63 -76 -99 -37 -59 -83 -44 -66 -79 -103 -38 -61 -85 -45 -68 -81 -106

Ultimate Design Wind Speed - Vult (mph) – FBC Figures 1609.3(1) through 1609.3(4) 120 130 140 150 160 -34 -40 -47 -54 -61 -55 -64 -74 -85 -97 -77 -90 -105 -120 -137 -41 -48 -56 -64 -73 -61 -72 -83 -96 -109 -73 -86 -100 -115 -131 -96 -113 -130 -150 -170 -37 -43 -50 -57 -65 -59 -69 -80 -91 -104 -83 -97 -112 -129 -147 -44 -51 -59 -68 -78 -66 -77 -89 -102 -117 -79 -92 -107 -123 -140 -103 -121 -140 -160 -183 -38 -45 -52 -60 -68 -61 -72 -84 -96 -109 -87 -102 -118 -135 -154 -46 -54 -62 -72 -81 -69 -81 -94 -107 -122 -82 -97 -112 -129 -147 -108 -126 -146 -168 -191 -40 -47 -54 -63 -71 -64 -75 -87 -100 -113 -90 -106 -123 -141 -160 -48 -56 -65 -74 -85 -71 -84 -97 -112 -127 -86 -101 -117 -134 -152 -112 -131 -152 -175 -199 -41 -49 -56 -65 -74 -66 -77 -90 -103 -117 -93 -109 -127 -145 -165 -49 -58 -67 -77 -88 -74 -87 -100 -115 -131 -89 -104 -121 -138 -158 -116 -136 -157 -181 -206

P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ Delta Metal Roof Systems; (604) 953-1000 TOP OF APPENDIX 2

180 -77 -123 -173 -92 -138 -165 -216 -83 -132 -186 -98 -147 -177 -231 -87 -138 -195 -103 -155 -185 -242 -90 -144 -203 -107 -161 -193 -252 -93 -148 -209 -111 -166 -199 -260

200 -95 -152 -214 -113 -170 -204 -266 -102 -163 -229 -121 -182 -218 -285 -107 -170 -240 -127 -191 -229 -299 -111 -177 -250 -132 -199 -238 -311 -115 -183 -258 -137 -205 -246 -321

PEER-DBP-001.A.R6 for FL7263-R7 (NON-HVHZ) Revision 6: 08/06/2023 Appendix 2, Page 17 of 22


NEMO|etc.® TABLE 3C: EXPOSURE D, Allowable Roof Cladding Design Pressures - Pasd (psf) Gable Roof / Slope Range 27° < SLOPE < 45° Mean Roof Height (ft)

h < 20

20 < h < 30

30 < h < 40

40 < h < 50

50 < h < 60

NEMO ETC, LLC Certificate of Authorization #32455

©2019 NEMO ETC, LLC

Ultimate Design Wind Speed - Vult (mph) – FBC Figures 1609.3(1) through 1609.3(4)

Zone

110

115

120

130

140

150

160

180

200

Roof 1, 2e & 2r

-34

-37

-40

-47

-55

-63

-72

-91

-112

Roof 2n & 3r

-37

-41

-44

-52

-61

-69

-79

-100

-124

Roof 3e

-58

-63

-69

-81

-94

-108

-123

-155

-192

Overhang 1, 2e & 2r

-45

-49

-53

-62

-72

-83

-94

-119

-147

Overhang 2n & 3r

-48

-52

-57

-67

-78

-89

-102

-129

-159

Overhang 3e

-69

-75

-82

-96

-111

-127

-145

-184

-227

Roof 1, 2e & 2r

-36

-40

-43

-51

-59

-68

-77

-97

-120

Roof 2n & 3r

-40

-44

-48

-56

-65

-74

-85

-107

-132

Roof 3e

-62

-68

-74

-87

-101

-115

-131

-166

-205

Overhang 1, 2e & 2r

-48

-52

-57

-67

-77

-89

-101

-128

-158

Overhang 2n & 3r

-51

-56

-61

-72

-83

-96

-109

-138

-170

Overhang 3e

-73

-80

-87

-103

-119

-137

-155

-197

-243

Roof 1, 2e & 2r

-38

-42

-45

-53

-62

-71

-81

-102

-126

Roof 2n & 3r

-42

-46

-50

-59

-68

-78

-89

-112

-139

Roof 3e

-65

-71

-77

-91

-105

-121

-138

-174

-215

Overhang 1, 2e & 2r

-50

-55

-60

-70

-81

-93

-106

-134

-165

Overhang 2n & 3r

-54

-59

-64

-75

-87

-100

-114

-144

-178

Overhang 3e

-77

-84

-92

-107

-125

-143

-163

-206

-254

Roof 1, 2e & 2r

-40

-43

-47

-55

-64

-74

-84

-106

-131

Roof 2n & 3r

-44

-48

-52

-61

-71

-81

-92

-117

-144

Roof 3e

-68

-74

-81

-94

-110

-126

-143

-181

-224

Overhang 1, 2e & 2r

-52

-57

-62

-73

-84

-97

-110

-139

-172

Overhang 2n & 3r

-56

-61

-67

-78

-91

-104

-119

-150

-185

Overhang 3e

-80

-88

-95

-112

-130

-149

-169

-214

-265

Roof 1, 2e & 2r

-41

-45

-49

-57

-66

-76

-87

-110

-135

Roof 2n & 3r

-45

-49

-54

-63

-73

-84

-95

-121

-149

Roof 3e

-70

-76

-83

-98

-113

-130

-148

-187

-231

Overhang 1, 2e & 2r

-54

-59

-64

-75

-87

-100

-114

-144

-178

Overhang 2n & 3r

-58

-63

-69

-81

-94

-108

-123

-155

-191

Overhang 3e

-83

-90

-98

-116

-134

-154

-175

-221

-273

P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ Delta Metal Roof Systems; (604) 953-1000 TOP OF APPENDIX 2

PEER-DBP-001.A.R6 for FL7263-R7 (NON-HVHZ) Revision 6: 08/06/2023 Appendix 2, Page 18 of 22


NEMO|etc.® TABLE 3D: EXPOSURE D, Allowable Roof Cladding Design Pressures - Pasd (psf) Hip Roof with h/B > 0.8 for Slope Range 14° < SLOPE < 20° Mean Roof Height (ft)

h < 20

20 < h < 30

30 < h < 40

40 < h < 50

50 < h < 60

NEMO ETC, LLC Certificate of Authorization #32455

©2019 NEMO ETC, LLC

Zone Roof 1 Roof 2r Roof 2e & 3 Overhang 1 Overhang 2r Overhang 2c Overhang 3 Roof 1 Roof 2r Roof 2e & 3 Overhang 1 Overhang 2r Overhang 2c Overhang 3 Roof 1 Roof 2r Roof 2e & 3 Overhang 1 Overhang 2r Overhang 2c Overhang 3 Roof 1 Roof 2r Roof 2e & 3 Overhang 1 Overhang 2r Overhang 2c Overhang 3 Roof 1 Roof 2r Roof 2e & 3 Overhang 1 Overhang 2r Overhang 2c Overhang 3

110 -30 -39 -42 -35 -44 -47 -56 -36 -47 -51 -42 -53 -57 -68 -42 -54 -58 -48 -61 -65 -78 -46 -60 -65 -53 -67 -72 -86 -50 -65 -70 -58 -73 -78 -93

115 -33 -43 -46 -38 -48 -52 -62 -40 -52 -56 -46 -58 -62 -74 -45 -59 -64 -53 -66 -71 -85 -50 -65 -71 -58 -74 -79 -94 -55 -71 -77 -63 -80 -85 -102

Ultimate Design Wind Speed - Vult (mph) – FBC Figures 1609.3(1) through 1609.3(4) 120 130 140 150 160 -36 -42 -49 -56 -64 -47 -55 -64 -73 -83 -50 -59 -69 -79 -90 -42 -49 -57 -65 -74 -53 -62 -72 -82 -94 -56 -66 -77 -88 -100 -67 -79 -91 -105 -119 -43 -51 -59 -68 -77 -56 -66 -77 -88 -100 -61 -71 -83 -95 -108 -50 -59 -68 -79 -89 -63 -74 -86 -99 -113 -68 -79 -92 -106 -120 -81 -95 -110 -126 -144 -49 -58 -67 -77 -88 -64 -76 -88 -101 -114 -69 -81 -94 -108 -123 -57 -67 -78 -90 -102 -72 -85 -99 -113 -129 -77 -91 -105 -121 -138 -92 -108 -126 -144 -164 -55 -64 -74 -85 -97 -71 -84 -97 -111 -127 -77 -90 -105 -120 -137 -64 -75 -87 -99 -113 -80 -94 -109 -125 -142 -86 -101 -117 -134 -152 -102 -120 -139 -160 -182 -59 -70 -81 -93 -106 -77 -91 -105 -121 -138 -83 -98 -114 -130 -148 -69 -81 -94 -108 -123 -87 -102 -119 -136 -155 -93 -109 -127 -145 -165 -111 -130 -151 -174 -197

P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ Delta Metal Roof Systems; (604) 953-1000 TOP OF APPENDIX 2

180 -81 -105 -114 -94 -118 -127 -151 -97 -127 -137 -113 -143 -152 -182 -111 -145 -156 -129 -163 -174 -208 -123 -160 -173 -143 -180 -193 -230 -134 -174 -188 -155 -196 -209 -250

200 -100 -130 -140 -116 -146 -156 -187 -120 -157 -169 -140 -176 -188 -225 -137 -179 -193 -159 -201 -215 -257 -152 -198 -213 -177 -223 -238 -284 -165 -215 -232 -192 -242 -259 -309

PEER-DBP-001.A.R6 for FL7263-R7 (NON-HVHZ) Revision 6: 08/06/2023 Appendix 2, Page 19 of 22


NEMO|etc.® TABLE 3E: EXPOSURE D, Allowable Roof Cladding Design Pressures - Pasd (psf) Hip Roof with for h/B < 0.5 / Slope Range 14° < SLOPE < 20° Mean Roof Height (ft)

h < 20

20 < h < 30

30 < h < 40

40 < h < 50

50 < h < 60

NEMO ETC, LLC Certificate of Authorization #32455

©2019 NEMO ETC, LLC

Zone Roof 1 Roof 2e & 3 Roof 2r Overhang 1 Overhang 2e Overhang 2r Overhang 3 Roof 1 Roof 2e & 3 Roof 2r Overhang 1 Overhang 2e Overhang 2r Overhang 3 Roof 1 Roof 2e & 3 Roof 2r Overhang 1 Overhang 2e Overhang 2r Overhang 3 Roof 1 Roof 2e & 3 Roof 2r Overhang 1 Overhang 2e Overhang 2r Overhang 3 Roof 1 Roof 2e & 3 Roof 2r Overhang 1 Overhang 2e Overhang 2r Overhang 3

110 -26 -41 -58 -27 -35 -44 -44 -31 -49 -69 -33 -42 -53 -53 -35 -56 -79 -38 -48 -61 -61 -39 -62 -88 -42 -53 -67 -67 -42 -68 -95 -45 -58 -73 -73

115 -28 -45 -63 -30 -38 -48 -48 -34 -54 -76 -36 -46 -58 -58 -39 -61 -87 -41 -53 -66 -66 -43 -68 -96 -46 -58 -74 -74 -46 -74 -104 -50 -63 -80 -80

Ultimate Design Wind Speed - Vult (mph) – FBC Figures 1609.3(1) through 1609.3(4) 120 130 140 150 160 -31 -36 -42 -48 -54 -49 -57 -66 -76 -86 -69 -81 -93 -107 -122 -33 -38 -44 -51 -58 -42 -49 -57 -65 -74 -53 -62 -72 -82 -94 -53 -62 -72 -82 -94 -37 -43 -50 -57 -65 -59 -69 -80 -91 -104 -83 -97 -112 -129 -147 -39 -46 -54 -61 -70 -50 -59 -68 -79 -89 -63 -74 -86 -99 -113 -63 -74 -86 -99 -113 -42 -49 -57 -66 -75 -67 -79 -91 -105 -119 -94 -111 -128 -147 -168 -45 -53 -61 -70 -80 -57 -67 -78 -90 -102 -72 -85 -99 -113 -129 -72 -85 -99 -113 -129 -46 -54 -63 -73 -83 -74 -87 -101 -116 -132 -104 -123 -142 -163 -186 -50 -58 -68 -78 -88 -64 -75 -87 -99 -113 -80 -94 -109 -125 -142 -80 -94 -109 -125 -142 -50 -59 -69 -79 -90 -80 -94 -110 -126 -143 -113 -133 -154 -177 -202 -54 -63 -74 -84 -96 -69 -81 -94 -108 -123 -87 -102 -119 -136 -155 -87 -102 -119 -136 -155

P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ Delta Metal Roof Systems; (604) 953-1000 TOP OF APPENDIX 2

180 -69 -109 -154 -74 -94 -118 -118 -83 -132 -186 -88 -113 -143 -143 -94 -151 -212 -101 -129 -163 -163 -104 -167 -235 -112 -143 -180 -180 -113 -181 -255 -122 -155 -196 -196

200 -85 -135 -191 -91 -116 -146 -146 -102 -163 -229 -109 -140 -176 -176 -116 -186 -262 -125 -159 -201 -201 -129 -206 -290 -138 -177 -223 -223 -140 -224 -315 -150 -192 -242 -242

PEER-DBP-001.A.R6 for FL7263-R7 (NON-HVHZ) Revision 6: 08/06/2023 Appendix 2, Page 20 of 22


NEMO|etc.® TABLE 3F: EXPOSURE D, Allowable Roof Cladding Design Pressures - Pasd (psf) Hip Roof / Slope Range 20° < SLOPE < 27° Mean Roof Height (ft)

h < 20

20 < h < 30

30 < h < 40

40 < h < 50

50 < h < 60

NEMO ETC, LLC Certificate of Authorization #32455

©2019 NEMO ETC, LLC

Ultimate Design Wind Speed - Vult (mph) – FBC Figures 1609.3(1) through 1609.3(4)

Zone

110

115

120

130

140

150

160

180

Roof 1

-24

-26

-29

-34

-39

-45

-51

-65

200 -80

Roof 2e, 2r & 3

-33

-36

-40

-46

-54

-62

-70

-89

-110

Overhang 1

-29

-32

-34

-40

-47

-54

-61

-78

-96

Overhang 2e & 2r

-38

-42

-45

-53

-62

-71

-81

-102

-126

Overhang 3

-47

-52

-56

-66

-77

-88

-100

-127

-156

Roof 1

-29

-32

-35

-41

-47

-54

-61

-78

-96

Roof 2e, 2r & 3

-40

-44

-48

-56

-65

-74

-85

-107

-132

Overhang 1

-35

-38

-42

-49

-56

-65

-74

-93

-115

Overhang 2e & 2r

-46

-50

-55

-64

-74

-85

-97

-123

-152

Overhang 3

-57

-62

-68

-79

-92

-106

-120

-152

-188

Roof 1

-33

-36

-39

-46

-54

-62

-70

-89

-110

Roof 2e, 2r & 3

-46

-50

-54

-64

-74

-85

-97

-122

-151

Overhang 1

-40

-44

-47

-56

-65

-74

-84

-107

-132

Overhang 2e & 2r

-52

-57

-62

-73

-85

-98

-111

-140

-173

Overhang 3

-65

-71

-77

-91

-105

-121

-138

-174

-215

Roof 1

-37

-40

-44

-51

-59

-68

-78

-98

-121

Roof 2e, 2r & 3

-51

-55

-60

-71

-82

-94

-107

-136

-167

Overhang 1

-44

-48

-53

-62

-71

-82

-93

-118

-146

Overhang 2e & 2r

-58

-63

-69

-81

-94

-108

-123

-155

-192

Overhang 3

-72

-79

-86

-101

-117

-134

-152

-193

-238

Roof 1

-40

-44

-47

-56

-65

-74

-84

-107

-132

Roof 2e, 2r & 3

-55

-60

-65

-77

-89

-102

-116

-147

-182

Overhang 1

-48

-52

-57

-67

-78

-89

-101

-128

-158

Overhang 2e & 2r

-63

-69

-75

-88

-102

-117

-133

-169

-209

Overhang 3

-78

-85

-93

-109

-127

-145

-165

-209

-259

P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ Delta Metal Roof Systems; (604) 953-1000 TOP OF APPENDIX 2

PEER-DBP-001.A.R6 for FL7263-R7 (NON-HVHZ) Revision 6: 08/06/2023 Appendix 2, Page 21 of 22


NEMO|etc.® TABLE 3G: EXPOSURE D, Allowable Roof Cladding Design Pressures - Pasd (psf) Hip Roof / Slope Range 27° < SLOPE < 45° Mean Roof Height (ft)

h < 20

20 < h < 30

30 < h < 40

40 < h < 50

50 < h < 60

NEMO ETC, LLC Certificate of Authorization #32455

©2019 NEMO ETC, LLC

Zone Roof 1 Roof 2r Roof 2e Roof 3 Overhang 1 Overhang 2r Overhang 2e Overhang 3 Roof 1 Roof 2r Roof 2e Roof 3 Overhang 1 Overhang 2r Overhang 2e Overhang 3 Roof 1 Roof 2r Roof 2e Roof 3 Overhang 1 Overhang 2r Overhang 2e Overhang 3 Roof 1 Roof 2r Roof 2e Roof 3 Overhang 1 Overhang 2r Overhang 2e Overhang 3 Roof 1 Roof 2r Roof 2e Roof 3 Overhang 1 Overhang 2r Overhang 2e Overhang 3

110 -26 -44 -45 -58 -35 -53 -55 -67 -31 -53 -55 -69 -42 -64 -66 -81 -35 -60 -63 -79 -48 -73 -76 -92 -39 -67 -69 -88 -53 -81 -84 -102 -42 -73 -75 -95 -58 -88 -91 -111

115 -28 -48 -50 -63 -38 -58 -60 -73 -34 -58 -60 -76 -46 -70 -72 -88 -39 -66 -68 -87 -53 -80 -83 -101 -43 -73 -76 -96 -58 -89 -91 -112 -46 -79 -82 -104 -63 -97 -99 -121

Ultimate Design Wind Speed - Vult (mph) – FBC Figures 1609.3(1) through 1609.3(4) 120 130 140 150 160 -31 -36 -42 -48 -54 -52 -61 -71 -82 -93 -54 -63 -74 -85 -96 -69 -81 -93 -107 -122 -42 -49 -57 -65 -74 -64 -75 -86 -99 -113 -65 -77 -89 -102 -116 -80 -94 -109 -125 -142 -37 -43 -50 -57 -65 -63 -74 -86 -98 -112 -65 -76 -89 -102 -116 -83 -97 -112 -129 -147 -50 -59 -68 -79 -89 -76 -90 -104 -119 -136 -79 -92 -107 -123 -140 -96 -113 -131 -150 -171 -42 -49 -57 -66 -75 -72 -84 -98 -112 -128 -74 -87 -101 -116 -132 -94 -111 -128 -147 -168 -57 -67 -78 -90 -102 -87 -103 -119 -137 -155 -90 -105 -122 -140 -160 -110 -129 -149 -172 -195 -46 -54 -63 -73 -83 -80 -93 -108 -124 -141 -82 -97 -112 -129 -146 -104 -123 -142 -163 -186 -64 -75 -87 -99 -113 -97 -114 -132 -151 -172 -99 -117 -135 -155 -177 -122 -143 -165 -190 -216 -50 -59 -69 -79 -90 -86 -101 -118 -135 -154 -89 -105 -122 -140 -159 -113 -133 -154 -177 -202 -69 -81 -94 -108 -123 -105 -123 -143 -164 -187 -108 -127 -147 -169 -192 -132 -155 -180 -206 -235

P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ Delta Metal Roof Systems; (604) 953-1000 TOP OF APPENDIX 2

180 -69 -118 -122 -154 -94 -143 -147 -180 -83 -142 -146 -186 -113 -172 -177 -216 -94 -162 -167 -212 -129 -197 -202 -247 -104 -179 -185 -235 -143 -218 -224 -274 -113 -195 -201 -255 -155 -236 -243 -297

200 -85 -145 -150 -191 -116 -177 -182 -222 -102 -175 -181 -229 -140 -212 -218 -267 -116 -200 -207 -262 -159 -243 -250 -305 -129 -221 -229 -290 -177 -269 -276 -338 -140 -240 -249 -315 -192 -292 -300 -367

PEER-DBP-001.A.R6 for FL7263-R7 (NON-HVHZ) Revision 6: 08/06/2023 Appendix 2, Page 22 of 22


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