Certification
Never Re-Roof Again.®
Florida Building Code Product Approval FL7263-R7 certifying Interlock aluminum metal roofing for code-compliant use in Florida.
® 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: 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 Digitally signed by Robert Nieminen Date: 2023.08.06 '12:22:04 -04'00
NEMO|etc.® NEMO ETC, LLC PEER-DBP-001.A.R6 Certificate of Authorization #32455 P.E EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ FL7263-R7 (NON-HVHZ) Delta Metal Roof Systems Revision 6: 08/06/2023 BACK TO TOP Page 2 of 5 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. STANDARDS: SECTION PROPERTY STANDARD YEAR 1504.3.3 Wind resistance UL 1897 2015 1504.3.3 Wind resistance UL 580 2018 1504.3.3 Wind resistance TAS 125 2003 1507.5.5, R905.4.4 Material standards ASTM A653 2017 1507.5.5, R905.4.4 Material standards ASTM A792 2015 1507.5.5, R905.4.4 Material standards ASTM B209 2014 3. REFERENCES: ENTITY EXAMINATION REFERENCE DATE ITS (TST 1509) UL580 / TAS 125 488-1486-1 04/04/2000 ITS (TST 1509) UL580 / TAS 125 488-1486-2 04/04/2000 ITS (TST 1509) UL1897 3024168-1 09/04/2002 ITS (TST 1509) UL1897 3024168-2 09/30/2002 ITS (TST 1509) UL1897 3024168-3 09/30/2002 ITS (TST 1509) UL1897 3056818-1 12/09/2004 ITS (TST 1509) Fastener Withdrawal 3056818-4 04/18/2005 ITS (TST 1509) UL1897 3056818-2 05/06/2005 ITS (TST 1509) UL1897 101239909COQ-003B 04/15/2015 ITS (TST 1509) UL1897 105106666COQ-003 03/29/2023 Metal suppliers Material standard Mil certs Current UL LLC (QUA 9625) Quality Assurance Service confirmation 02/15/2018 UL LLC (QUA 9625) Quality Assurance Florida BCIS Current 4. 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 0.019- inch 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.® NEMO ETC, LLC PEER-DBP-001.A.R6 Certificate of Authorization #32455 P.E EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ FL7263-R7 (NON-HVHZ) Delta Metal Roof Systems Revision 6: 08/06/2023 BACK TO TOP Page 3 of 5 4.2 Delta Shingle or Slate (nail tab) 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 0.019- inch 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 0.014- 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 0.019-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 3- inch 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.® NEMO ETC, LLC PEER-DBP-001.A.R6 Certificate of Authorization #32455 P.E EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ FL7263-R7 (NON-HVHZ) Delta Metal Roof Systems Revision 6: 08/06/2023 BACK TO TOP Page 4 of 5 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 0.027- inch thick ASTM B209 3105-H24 or 3003- H24 coated aluminum alloy panels that are mechanically attached to approved decks. Delta Hidden Fastener Tile measures 21.5- inches 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.® NEMO ETC, LLC PEER-DBP-001.A.R6 Certificate of Authorization #32455 P.E EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ FL7263-R7 (NON-HVHZ) Delta Metal Roof Systems Revision 6: 08/06/2023 BACK TO TOP Page 5 of 5 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; [email protected] - THE 30-PAGES THAT FOLLOW FORM PART OF THIS PEER -
NEMO|etc.® NEMO ETC, LLC P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ PEER-DBP-001.A.R6 for FL7263-R7 Certificate of Authorization #9503 Delta Metal Roof Systems; (604) 953-1000 Revision 6: 08/06/2023 ©2019 NEMO ETC, LLC TOP OF APPENDIX 1 Appendix 1, Page 1 of 8 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. ✓ 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. 6. 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. 7. 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.® NEMO ETC, LLC P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ PEER-DBP-001.A.R6 for FL7263-R7 Certificate of Authorization #9503 Delta Metal Roof Systems; (604) 953-1000 Revision 6: 08/06/2023 ©2019 NEMO ETC, LLC TOP OF APPENDIX 1 Appendix 1, Page 2 of 8 TABLE 1A: DELTA SHINGLE OR SLATE (NAIL STRIP) WOOD DECKS - NEW CONSTRUCTION, REROOF (TEAR-OF) OR RECOVER System No. Deck (Note 1) Fire Barrier / Underlay Panel Panel Attachment MDP (psf) Fasteners (Notes 5 & Note 7) Clips Fasteners per Clip Fasteners per Nail Strip 1. Min. 15/32” APA rated plywood Note 3 Aluminum or Steel 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 None N/A 1 -30.0 2. Min. 15/32” APA rated plywood Note 3 Aluminum or Steel 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 None N/A 2 -67.5 3. Min. 15/32” APA rated plywood Note 3 Aluminum or Steel 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 1 2 -97.5
NEMO|etc.® NEMO ETC, LLC P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ PEER-DBP-001.A.R6 for FL7263-R7 Certificate of Authorization #9503 Delta Metal Roof Systems; (604) 953-1000 Revision 6: 08/06/2023 ©2019 NEMO ETC, LLC TOP OF APPENDIX 1 Appendix 1, Page 3 of 8 TABLE 1A: DELTA SHINGLE OR SLATE (NAIL STRIP) WOOD DECKS - NEW CONSTRUCTION, REROOF (TEAR-OF) OR RECOVER System No. Deck (Note 1) Fire Barrier / Underlay Panel Panel Attachment MDP (psf) Fasteners (Notes 5 & Note 7) Clips Fasteners per Clip Fasteners per Nail Strip 4. Min. 15/32” APA rated plywood Note 3 Aluminum or Steel 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 2 3 -172.5 5. Min. 19/32” APA rated plywood Note 3 Aluminum or Steel 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 2 3 -187.5
NEMO|etc.® NEMO ETC, LLC P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ PEER-DBP-001.A.R6 for FL7263-R7 Certificate of Authorization #9503 Delta Metal Roof Systems; (604) 953-1000 Revision 6: 08/06/2023 ©2019 NEMO ETC, LLC TOP OF APPENDIX 1 Appendix 1, Page 4 of 8 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 Panel Attachment MDP (psf) Fasteners (Notes 5 & Note 7) Clips Fasteners per Clip Fasteners per Tab 6. Min. 15/32” APA rated plywood Note 3 Aluminum or Steel 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 None N/A 1 -30.0 7. Min. 15/32” APA rated plywood Note 3 Aluminum or Steel 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 1 1 -70.0 8. Min. 15/32” APA rated plywood Note 3 Aluminum or Steel 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 1 1 -105.0
NEMO|etc.® NEMO ETC, LLC P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ PEER-DBP-001.A.R6 for FL7263-R7 Certificate of Authorization #9503 Delta Metal Roof Systems; (604) 953-1000 Revision 6: 08/06/2023 ©2019 NEMO ETC, LLC TOP OF APPENDIX 1 Appendix 1, Page 5 of 8 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 Panel Attachment MDP (psf) Fasteners (Notes 5 & Note 7) Clips Fasteners per Clip Fasteners per Tab 9. Min. 15/32” APA rated plywood Note 3 Aluminum or Steel 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 2 1 -180.0 TABLE 2: DELTA DIAMOND WOOD DECKS - NEW CONSTRUCTION, REROOF (TEAR-OF) OR RECOVER System No. Deck (Note 1) Fire Barrier / Underlay Panel Panel Attachment MDP (psf) Fasteners (Notes 5 & Note 7) Clips Fasteners per Clip Fasteners per Shingle Tab Drawing 10. Min. 15/32” APA rated plywood Note 3 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 None N/A 1 -30.0
NEMO|etc.® NEMO ETC, LLC P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ PEER-DBP-001.A.R6 for FL7263-R7 Certificate of Authorization #9503 Delta Metal Roof Systems; (604) 953-1000 Revision 6: 08/06/2023 ©2019 NEMO ETC, LLC TOP OF APPENDIX 1 Appendix 1, Page 6 of 8 TABLE 2: DELTA DIAMOND WOOD DECKS - NEW CONSTRUCTION, REROOF (TEAR-OF) OR RECOVER System No. Deck (Note 1) Fire Barrier / Underlay Panel Panel Attachment MDP (psf) Fasteners (Notes 5 & Note 7) Clips Fasteners per Clip Fasteners per Shingle Tab Drawing 11. Min. 15/32” APA rated plywood Note 3 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 12. Min. 15/32” APA rated plywood Note 3 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 13. Min. 19/32” APA rated plywood Note 3 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 14. Min. 15/32” APA rated plywood Note 3 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
NEMO|etc.® NEMO ETC, LLC P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ PEER-DBP-001.A.R6 for FL7263-R7 Certificate of Authorization #9503 Delta Metal Roof Systems; (604) 953-1000 Revision 6: 08/06/2023 ©2019 NEMO ETC, LLC TOP OF APPENDIX 1 Appendix 1, Page 7 of 8 TABLE 3: DELTA SHAKE WOOD DECKS - NEW CONSTRUCTION, REROOF (TEAR-OF) OR RECOVER System No. Deck (Note 1) Fire Barrier / Underlay Panel Panel Attachment MDP (psf) Clips Fasteners (Notes 5 & Note 7) Fasteners per Clip 15. Min. 15/32” APA rated plywood Note 3 Aluminum or Steel 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 -37.5 16. Min. 15/32” APA rated plywood Note 3 Aluminum or Steel 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 2 -80.0 17. Min. 15/32” APA rated plywood Note 3 Aluminum or Steel 3 per panel equally spaced 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 -45.0 18. Min. 15/32” APA rated plywood Note 3 Aluminum or Steel 4 per panel equally spaced 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 -60.0 19. Min. 15/32” APA rated plywood Note 3 Aluminum or Steel 4 per panel equally spaced 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 2 -110.5
NEMO|etc.® NEMO ETC, LLC P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ PEER-DBP-001.A.R6 for FL7263-R7 Certificate of Authorization #9503 Delta Metal Roof Systems; (604) 953-1000 Revision 6: 08/06/2023 ©2019 NEMO ETC, LLC TOP OF APPENDIX 1 Appendix 1, Page 8 of 8 TABLE 4: DELTA HIDDEN FASTENER TILE WOOD DECKS - NEW CONSTRUCTION, REROOF (TEAR-OF) OR RECOVER System No. Deck (Note 1) Fire Barrier / Underlay Panel Panel Attachment MDP (psf) Fasteners (Notes 5 & Note 7) Spacing 20. Min. 15/32” APA rated plywood Note 3 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 21. Min. 19/32” APA rated plywood Note 3 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 22. Min. 15/32” APA rated plywood Note 3 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 23. Min. nominal 1 x 4 Douglas fir lumber with spec. gravity of 0.51 Note 3 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 24. Min. 15/32” APA rated plywood Note 3 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
NEMO|etc.® NEMO ETC, LLC P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ PEER-DBP-001.A.R6 for FL7263-R7 (NON-HVHZ) Certificate of Authorization #32455 Delta Metal Roof Systems; (604) 953-1000 Revision 6: 08/06/2023 ©2019 NEMO ETC, LLC TOP OF APPENDIX 2 Appendix 2, Page 1 of 22 APPENDIX 2: DESIGN WIND PRESSURE REQUIREMENTS, ASCE 7-22 PER 8TH EDITION (2023) FBC CHAPTER 16: TABLE EXPOSURE CONFIGURATION HEIGHT TO WIDTH (H/B) RATIO SLOPE RANGE PAGE 1A B Gable N/A 14° < slope < 20° (3:12 < pitch < 4.4:12) 2 1B B Gable N/A 20° < slope < 27° (4.4:12 < pitch < 6.1:12) 3 1C B Gable N/A 27° < slope < 45° (6.1:12 < pitch < 12:12) 4 1D B Hip > 0.8 14° < slope < 20° (3:12 < pitch < 4.4:12) 5 1E B Hip < 0.5 14° < slope < 20° (3:12 < pitch < 4.4:12) 6 1F B Hip N/A 20° < slope < 27° (4.4:12 < pitch < 6.1:12) 7 1G B Hip N/A 27° < slope < 45° (6.1:12 < pitch < 12:12) 8 2A C Gable N/A 14° < slope < 20° (3:12 < pitch < 4.4:12) 8 2B C Gable N/A 20° < slope < 27° (4.4:12 < pitch < 6.1:12) 9 2C C Gable N/A 27° < slope < 45° (6.1:12 < pitch < 12:12) 11 2D C Hip > 0.8 14° < slope < 20° (3:12 < pitch < 4.4:12) 12 2E C Hip < 0.5 14° < slope < 20° (3:12 < pitch < 4.4:12) 13 2F C Hip N/A 20° < slope < 27° (4.4:12 < pitch < 6.1:12) 14 2G C Hip N/A 27° < slope < 45° (6.1:12 < pitch < 12:12) 15 3A D Gable N/A 14° < slope < 20° (3:12 < pitch < 4.4:12) 15 3B D Gable N/A 20° < slope < 27° (4.4:12 < pitch < 6.1:12) 16 3C D Gable N/A 27° < slope < 45° (6.1:12 < pitch < 12:12) 18 3D D Hip > 0.8 14° < slope < 20° (3:12 < pitch < 4.4:12) 19 3E D Hip < 0.5 14° < slope < 20° (3:12 < pitch < 4.4:12) 20 3F D Hip N/A 20° < slope < 27° (4.4:12 < pitch < 6.1:12) 21 3G D Hip N/A 27° < slope < 45° (6.1:12 < pitch < 12:12) 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.® NEMO ETC, LLC P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ PEER-DBP-001.A.R6 for FL7263-R7 (NON-HVHZ) Certificate of Authorization #32455 Delta Metal Roof Systems; (604) 953-1000 Revision 6: 08/06/2023 ©2019 NEMO ETC, LLC TOP OF APPENDIX 2 Appendix 2, Page 2 of 22 TABLE 1A: EXPOSURE B, Allowable Roof Cladding Design Pressures - Pasd (psf) Gable Roof / Slope Range 14° < SLOPE < 20° Mean Roof Height (ft) Zone Ultimate Design Wind Speed - Vult (mph) – FBC Figures 1609.3(1) through 1609.3(4) 110 115 120 130 140 150 160 180 200 h < 20 Roof 1 & 2e -21 -23 -26 -30 -35 -40 -45 -57 -71 Roof 2n, 2r & 3e -31 -34 -37 -44 -51 -58 -66 -84 -103 Roof 3r -37 -41 -44 -52 -60 -69 -79 -100 -123 Overhang 1 & 2e -25 -27 -29 -34 -40 -46 -52 -66 -81 Overhang 2n & 2r -34 -38 -41 -48 -56 -64 -73 -92 -114 Overhang 3e -40 -44 -48 -56 -65 -75 -85 -108 -133 Overhang 3r -46 -51 -55 -65 -75 -86 -98 -124 -153 20 < h < 30 Roof 1 & 2e -24 -26 -29 -34 -39 -45 -51 -65 -80 Roof 2n, 2r & 3e -35 -38 -42 -49 -57 -65 -74 -94 -116 Roof 3r -42 -46 -50 -58 -68 -78 -88 -112 -138 Overhang 1 & 2e -28 -30 -33 -39 -45 -51 -58 -74 -91 Overhang 2n & 2r -39 -42 -46 -54 -63 -72 -82 -104 -128 Overhang 3e -45 -50 -54 -63 -73 -84 -96 -121 -150 Overhang 3r -52 -57 -62 -73 -84 -97 -110 -139 -172 30 < h < 40 Roof 1 & 2e -26 -29 -31 -37 -43 -49 -56 -70 -87 Roof 2n, 2r & 3e -38 -42 -46 -54 -62 -71 -81 -103 -127 Roof 3r -46 -50 -54 -64 -74 -85 -96 -122 -151 Overhang 1 & 2e -30 -33 -36 -42 -49 -56 -64 -81 -100 Overhang 2n & 2r -42 -46 -50 -59 -68 -78 -89 -113 -139 Overhang 3e -49 -54 -59 -69 -80 -92 -105 -132 -163 Overhang 3r -57 -62 -67 -79 -92 -105 -120 -152 -187 40 < h < 50 Roof 1 & 2e -28 -31 -33 -39 -45 -52 -59 -75 -92 Roof 2n, 2r & 3e -41 -45 -49 -57 -66 -76 -86 -109 -135 Roof 3r -48 -53 -58 -68 -79 -90 -103 -130 -160 Overhang 1 & 2e -32 -35 -38 -45 -52 -60 -68 -86 -106 Overhang 2n & 2r -45 -49 -53 -63 -73 -83 -95 -120 -148 Overhang 3e -53 -57 -63 -73 -85 -98 -111 -141 -174 Overhang 3r -60 -66 -72 -84 -98 -112 -128 -161 -199 50 < h < 60 Roof 1 & 2e -29 -32 -35 -41 -48 -55 -62 -79 -97 Roof 2n, 2r & 3e -43 -47 -51 -60 -69 -80 -91 -115 -142 Roof 3r -51 -56 -61 -71 -83 -95 -108 -137 -169 Overhang 1 & 2e -34 -37 -40 -47 -55 -63 -71 -90 -111 Overhang 2n & 2r -47 -52 -56 -66 -76 -88 -100 -126 -156 Overhang 3e -55 -60 -66 -77 -90 -103 -117 -148 -183 Overhang 3r -63 -69 -75 -89 -103 -118 -134 -170 -210
NEMO|etc.® NEMO ETC, LLC P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ PEER-DBP-001.A.R6 for FL7263-R7 (NON-HVHZ) Certificate of Authorization #32455 Delta Metal Roof Systems; (604) 953-1000 Revision 6: 08/06/2023 ©2019 NEMO ETC, LLC TOP OF APPENDIX 2 Appendix 2, Page 3 of 22 TABLE 1B: EXPOSURE B, Allowable Roof Cladding Design Pressures - Pasd (psf) Gable Roof / Slope Range 20° < SLOPE < 27° Mean Roof Height (ft) Zone Ultimate Design Wind Speed - Vult (mph) – FBC Figures 1609.3(1) through 1609.3(4) 110 115 120 130 140 150 160 180 200 h < 20 Roof 1 & 2e -17 -18 -20 -23 -27 -31 -35 -44 -55 Roof 2n, 2r & 3e -26 -29 -31 -37 -43 -49 -56 -71 -87 Roof 3r -37 -41 -44 -52 -60 -69 -79 -100 -123 Overhang 1 & 2e -20 -22 -23 -27 -32 -37 -42 -53 -65 Overhang 2n & 2r -30 -32 -35 -41 -48 -55 -62 -79 -98 Overhang 3e -35 -39 -42 -49 -57 -66 -75 -95 -117 Overhang 3r -46 -51 -55 -65 -75 -86 -98 -124 -153 20 < h < 30 Roof 1 & 2e -19 -20 -22 -26 -30 -35 -39 -50 -61 Roof 2n, 2r & 3e -30 -32 -35 -41 -48 -55 -63 -79 -98 Roof 3r -42 -46 -50 -58 -68 -78 -88 -112 -138 Overhang 1 & 2e -22 -24 -26 -31 -36 -41 -47 -59 -73 Overhang 2n & 2r -33 -36 -39 -46 -54 -62 -70 -89 -110 Overhang 3e -40 -44 -47 -56 -64 -74 -84 -107 -132 Overhang 3r -52 -57 -62 -73 -84 -97 -110 -139 -172 30 < h < 40 Roof 1 & 2e -20 -22 -24 -28 -33 -38 -43 -54 -67 Roof 2n, 2r & 3e -32 -35 -38 -45 -52 -60 -68 -86 -107 Roof 3r -46 -50 -54 -64 -74 -85 -96 -122 -151 Overhang 1 & 2e -24 -26 -29 -34 -39 -45 -51 -65 -80 Overhang 2n & 2r -36 -40 -43 -51 -59 -67 -77 -97 -120 Overhang 3e -43 -47 -52 -61 -70 -81 -92 -116 -143 Overhang 3r -57 -62 -67 -79 -92 -105 -120 -152 -187 40 < h < 50 Roof 1 & 2e -22 -24 -26 -30 -35 -40 -46 -58 -71 Roof 2n, 2r & 3e -34 -38 -41 -48 -56 -64 -73 -92 -114 Roof 3r -48 -53 -58 -68 -79 -90 -103 -130 -160 Overhang 1 & 2e -26 -28 -31 -36 -42 -48 -54 -69 -85 Overhang 2n & 2r -38 -42 -46 -54 -62 -72 -81 -103 -127 Overhang 3e -46 -50 -55 -64 -75 -86 -98 -124 -153 Overhang 3r -60 -66 -72 -84 -98 -112 -128 -161 -199 50 < h < 60 Roof 1 & 2e -23 -25 -27 -32 -37 -42 -48 -61 -75 Roof 2n, 2r & 3e -36 -40 -43 -50 -59 -67 -76 -97 -120 Roof 3r -51 -56 -61 -71 -83 -95 -108 -137 -169 Overhang 1 & 2e -27 -29 -32 -38 -44 -50 -57 -72 -89 Overhang 2n & 2r -40 -44 -48 -57 -66 -75 -86 -108 -134 Overhang 3e -49 -53 -58 -68 -79 -90 -103 -130 -161 Overhang 3r -63 -69 -75 -89 -103 -118 -134 -170 -210
NEMO|etc.® NEMO ETC, LLC P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ PEER-DBP-001.A.R6 for FL7263-R7 (NON-HVHZ) Certificate of Authorization #32455 Delta Metal Roof Systems; (604) 953-1000 Revision 6: 08/06/2023 ©2019 NEMO ETC, LLC TOP OF APPENDIX 2 Appendix 2, Page 4 of 22 TABLE 1C: EXPOSURE B, Allowable Roof Cladding Design Pressures - Pasd (psf) Gable Roof / Slope Range 27° < SLOPE < 45° Mean Roof Height (ft) Zone Ultimate Design Wind Speed - Vult (mph) – FBC Figures 1609.3(1) through 1609.3(4) 110 115 120 130 140 150 160 180 200 h < 20 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 20 < h < 30 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 30 < h < 40 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 40 < h < 50 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 50 < h < 60 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
NEMO|etc.® NEMO ETC, LLC P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ PEER-DBP-001.A.R6 for FL7263-R7 (NON-HVHZ) Certificate of Authorization #32455 Delta Metal Roof Systems; (604) 953-1000 Revision 6: 08/06/2023 ©2019 NEMO ETC, LLC TOP OF APPENDIX 2 Appendix 2, Page 5 of 22 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) Zone Ultimate Design Wind Speed - Vult (mph) – FBC Figures 1609.3(1) through 1609.3(4) 110 115 120 130 140 150 160 180 200 h < 20 Roof 1 -19 -21 -23 -27 -32 -36 -41 -52 -64 Roof 2r -25 -28 -30 -35 -41 -47 -54 -68 -84 Roof 2e & 3 -27 -30 -33 -38 -44 -51 -58 -73 -90 Overhang 1 -23 -25 -27 -32 -37 -42 -48 -61 -75 Overhang 2r -29 -31 -34 -40 -46 -53 -60 -76 -94 Overhang 2c -31 -33 -36 -43 -49 -57 -65 -82 -101 Overhang 3 -36 -40 -43 -51 -59 -68 -77 -98 -120 20 < h < 30 Roof 1 -22 -24 -26 -31 -35 -41 -46 -59 -72 Roof 2r -29 -31 -34 -40 -46 -53 -60 -76 -94 Roof 2e & 3 -31 -34 -37 -43 -50 -57 -65 -82 -102 Overhang 1 -25 -28 -30 -36 -41 -47 -54 -68 -84 Overhang 2r -32 -35 -38 -45 -52 -60 -68 -86 -106 Overhang 2c -34 -37 -41 -48 -56 -64 -73 -92 -113 Overhang 3 -41 -45 -49 -57 -66 -76 -87 -110 -135 30 < h < 40 Roof 1 -24 -26 -28 -33 -39 -44 -50 -64 -79 Roof 2r -31 -34 -37 -43 -50 -58 -66 -83 -103 Roof 2e & 3 -34 -37 -40 -47 -54 -62 -71 -90 -111 Overhang 1 -28 -30 -33 -39 -45 -52 -59 -74 -92 Overhang 2r -35 -38 -42 -49 -57 -65 -74 -94 -116 Overhang 2c -37 -41 -44 -52 -61 -69 -79 -100 -124 Overhang 3 -45 -49 -53 -62 -72 -83 -94 -119 -147 40 < h < 50 Roof 1 -25 -28 -30 -35 -41 -47 -54 -68 -84 Roof 2r -33 -36 -39 -46 -54 -62 -70 -89 -109 Roof 2e & 3 -36 -39 -42 -50 -58 -66 -75 -95 -118 Overhang 1 -30 -32 -35 -41 -48 -55 -62 -79 -98 Overhang 2r -37 -41 -44 -52 -60 -69 -79 -100 -123 Overhang 2c -40 -43 -47 -56 -64 -74 -84 -106 -131 Overhang 3 -47 -52 -56 -66 -77 -88 -100 -127 -157 50 < h < 60 Roof 1 -27 -29 -32 -37 -43 -50 -57 -72 -88 Roof 2r -35 -38 -41 -49 -56 -65 -74 -93 -115 Roof 2e & 3 -38 -41 -45 -52 -61 -70 -79 -100 -124 Overhang 1 -31 -34 -37 -43 -50 -58 -66 -83 -103 Overhang 2r -39 -43 -47 -55 -63 -73 -83 -105 -129 Overhang 2c -42 -46 -50 -58 -68 -78 -88 -112 -138 Overhang 3 -50 -55 -59 -70 -81 -93 -106 -134 -165
NEMO|etc.® NEMO ETC, LLC P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ PEER-DBP-001.A.R6 for FL7263-R7 (NON-HVHZ) Certificate of Authorization #32455 Delta Metal Roof Systems; (604) 953-1000 Revision 6: 08/06/2023 ©2019 NEMO ETC, LLC TOP OF APPENDIX 2 Appendix 2, Page 6 of 22 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) Zone Ultimate Design Wind Speed - Vult (mph) – FBC Figures 1609.3(1) through 1609.3(4) 110 115 120 130 140 150 160 180 200 h < 20 Roof 1 -17 -18 -20 -23 -27 -31 -35 -44 -55 Roof 2e & 3 -26 -29 -31 -37 -43 -49 -56 -71 -87 Roof 2r -37 -41 -44 -52 -60 -69 -79 -100 -123 Overhang 1 -18 -19 -21 -25 -29 -33 -37 -47 -59 Overhang 2e -23 -25 -27 -32 -37 -42 -48 -61 -75 Overhang 2r -29 -31 -34 -40 -46 -53 -60 -76 -94 Overhang 3 -29 -31 -34 -40 -46 -53 -60 -76 -94 20 < h < 30 Roof 1 -19 -20 -22 -26 -30 -35 -39 -50 -61 Roof 2e & 3 -30 -32 -35 -41 -48 -55 -63 -79 -98 Roof 2r -42 -46 -50 -58 -68 -78 -88 -112 -138 Overhang 1 -20 -22 -24 -28 -32 -37 -42 -53 -66 Overhang 2e -25 -28 -30 -36 -41 -47 -54 -68 -84 Overhang 2r -32 -35 -38 -45 -52 -60 -68 -86 -106 Overhang 3 -32 -35 -38 -45 -52 -60 -68 -86 -106 30 < h < 40 Roof 1 -20 -22 -24 -28 -33 -38 -43 -54 -67 Roof 2e & 3 -32 -35 -38 -45 -52 -60 -68 -86 -107 Roof 2r -46 -50 -54 -64 -74 -85 -96 -122 -151 Overhang 1 -22 -24 -26 -30 -35 -40 -46 -58 -72 Overhang 2e -28 -30 -33 -39 -45 -52 -59 -74 -92 Overhang 2r -35 -38 -42 -49 -57 -65 -74 -94 -116 Overhang 3 -35 -38 -42 -49 -57 -65 -74 -94 -116 40 < h < 50 Roof 1 -22 -24 -26 -30 -35 -40 -46 -58 -71 Roof 2e & 3 -34 -38 -41 -48 -56 -64 -73 -92 -114 Roof 2r -48 -53 -58 -68 -79 -90 -103 -130 -160 Overhang 1 -23 -25 -27 -32 -37 -43 -49 -62 -76 Overhang 2e -30 -32 -35 -41 -48 -55 -62 -79 -98 Overhang 2r -37 -41 -44 -52 -60 -69 -79 -100 -123 Overhang 3 -37 -41 -44 -52 -60 -69 -79 -100 -123 50 < h < 60 Roof 1 -23 -25 -27 -32 -37 -42 -48 -61 -75 Roof 2e & 3 -36 -40 -43 -50 -59 -67 -76 -97 -120 Roof 2r -51 -56 -61 -71 -83 -95 -108 -137 -169 Overhang 1 -24 -27 -29 -34 -39 -45 -51 -65 -80 Overhang 2e -31 -34 -37 -43 -50 -58 -66 -83 -103 Overhang 2r -39 -43 -47 -55 -63 -73 -83 -105 -129 Overhang 3 -39 -43 -47 -55 -63 -73 -83 -105 -129
NEMO|etc.® NEMO ETC, LLC P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ PEER-DBP-001.A.R6 for FL7263-R7 (NON-HVHZ) Certificate of Authorization #32455 Delta Metal Roof Systems; (604) 953-1000 Revision 6: 08/06/2023 ©2019 NEMO ETC, LLC TOP OF APPENDIX 2 Appendix 2, Page 7 of 22 TABLE 1F: EXPOSURE B, Allowable Roof Cladding Design Pressures - Pasd (psf) Hip Roof / Slope Range 20° < SLOPE < 27° Mean Roof Height (ft) Zone Ultimate Design Wind Speed - Vult (mph) – FBC Figures 1609.3(1) through 1609.3(4) 110 115 120 130 140 150 160 180 200 h < 20 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 20 < h < 30 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 30 < h < 40 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 40 < h < 50 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 50 < h < 60 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
NEMO|etc.® NEMO ETC, LLC P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ PEER-DBP-001.A.R6 for FL7263-R7 (NON-HVHZ) Certificate of Authorization #32455 Delta Metal Roof Systems; (604) 953-1000 Revision 6: 08/06/2023 ©2019 NEMO ETC, LLC TOP OF APPENDIX 2 Appendix 2, Page 8 of 22 TABLE 1G: EXPOSURE B, Allowable Roof Cladding Design Pressures - Pasd (psf) Hip Roof / Slope Range 27° < SLOPE < 45° Mean Roof Height (ft) Zone Ultimate Design Wind Speed - Vult (mph) – FBC Figures 1609.3(1) through 1609.3(4) 110 115 120 130 140 150 160 180 200 h < 20 Roof 1 -17 -18 -20 -23 -27 -31 -35 -44 -55 Roof 2r -28 -31 -34 -40 -46 -53 -60 -76 -94 Roof 2e -29 -32 -35 -41 -48 -55 -62 -79 -97 Roof 3 -37 -41 -44 -52 -60 -69 -79 -100 -123 Overhang 1 -23 -25 -27 -32 -37 -42 -48 -61 -75 Overhang 2r -34 -38 -41 -48 -56 -64 -73 -92 -114 Overhang 2e -35 -39 -42 -49 -57 -66 -75 -95 -117 Overhang 3 -43 -47 -52 -60 -70 -81 -92 -116 -143 20 < h < 30 Roof 1 -19 -20 -22 -26 -30 -35 -39 -50 -61 Roof 2r -32 -35 -38 -44 -52 -59 -67 -85 -105 Roof 2e -33 -36 -39 -46 -53 -61 -70 -88 -109 Roof 3 -42 -46 -50 -58 -68 -78 -88 -112 -138 Overhang 1 -25 -28 -30 -36 -41 -47 -54 -68 -84 Overhang 2r -39 -42 -46 -54 -63 -72 -82 -104 -128 Overhang 2e -40 -44 -47 -56 -64 -74 -84 -107 -132 Overhang 3 -49 -53 -58 -68 -79 -90 -103 -130 -161 30 < h < 40 Roof 1 -20 -22 -24 -28 -33 -38 -43 -54 -67 Roof 2r -35 -38 -41 -48 -56 -65 -73 -93 -115 Roof 2e -36 -39 -43 -50 -58 -67 -76 -96 -119 Roof 3 -46 -50 -54 -64 -74 -85 -96 -122 -151 Overhang 1 -28 -30 -33 -39 -45 -52 -59 -74 -92 Overhang 2r -42 -46 -50 -59 -68 -78 -89 -113 -139 Overhang 2e -43 -47 -52 -61 -70 -81 -92 -116 -143 Overhang 3 -53 -58 -63 -74 -86 -99 -112 -142 -175 40 < h < 50 Roof 1 -22 -24 -26 -30 -35 -40 -46 -58 -71 Roof 2r -37 -40 -44 -52 -60 -69 -78 -99 -122 Roof 2e -38 -42 -45 -53 -62 -71 -81 -102 -126 Roof 3 -48 -53 -58 -68 -79 -90 -103 -130 -160 Overhang 1 -30 -32 -35 -41 -48 -55 -62 -79 -98 Overhang 2r -45 -49 -53 -63 -73 -83 -95 -120 -148 Overhang 2e -46 -50 -55 -64 -75 -86 -98 -124 -153 Overhang 3 -56 -62 -67 -79 -91 -105 -119 -151 -187 50 < h < 60 Roof 1 -23 -25 -27 -32 -37 -42 -48 -61 -75 Roof 2r -39 -42 -46 -54 -63 -72 -82 -104 -128 Roof 2e -40 -44 -48 -56 -65 -75 -85 -108 -133 Roof 3 -51 -56 -61 -71 -83 -95 -108 -137 -169 Overhang 1 -31 -34 -37 -43 -50 -58 -66 -83 -103 Overhang 2r -47 -52 -56 -66 -76 -88 -100 -126 -156 Overhang 2e -49 -53 -58 -68 -79 -90 -103 -130 -161 Overhang 3 -59 -65 -71 -83 -96 -110 -126 -159 -196
NEMO|etc.® NEMO ETC, LLC P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ PEER-DBP-001.A.R6 for FL7263-R7 (NON-HVHZ) Certificate of Authorization #32455 Delta Metal Roof Systems; (604) 953-1000 Revision 6: 08/06/2023 ©2019 NEMO ETC, LLC TOP OF APPENDIX 2 Appendix 2, Page 9 of 22 TABLE 2A: EXPOSURE C, Allowable Roof Cladding Design Pressures - Pasd (psf) Gable Roof / Slope Range 14° < SLOPE < 20° Mean Roof Height (ft) Zone Ultimate Design Wind Speed - Vult (mph) – FBC Figures 1609.3(1) through 1609.3(4) 110 115 120 130 140 150 160 180 200 h < 20 Roof 1 & 2e -31 -34 -37 -43 -50 -58 -66 -83 -103 Roof 2n, 2r & 3e -45 -50 -54 -63 -73 -84 -96 -121 -150 Roof 3r -54 -59 -64 -75 -87 -100 -114 -144 -178 Overhang 1 & 2e -36 -39 -42 -50 -58 -66 -75 -95 -118 Overhang 2n & 2r -50 -55 -59 -70 -81 -93 -106 -134 -165 Overhang 3e -58 -64 -70 -82 -95 -109 -124 -157 -193 Overhang 3r -67 -73 -80 -94 -109 -125 -142 -180 -222 20 < h < 30 Roof 1 & 2e -34 -37 -40 -47 -55 -63 -71 -90 -112 Roof 2n, 2r & 3e -49 -54 -59 -69 -80 -92 -104 -132 -163 Roof 3r -59 -64 -70 -82 -95 -109 -124 -157 -193 Overhang 1 & 2e -39 -42 -46 -54 -63 -72 -82 -104 -128 Overhang 2n & 2r -54 -59 -64 -76 -88 -101 -115 -145 -179 Overhang 3e -63 -69 -76 -89 -103 -118 -134 -170 -210 Overhang 3r -73 -80 -87 -102 -118 -135 -154 -195 -241 30 < h < 40 Roof 1 & 2e -36 -39 -43 -50 -58 -67 -76 -96 -119 Roof 2n, 2r & 3e -52 -57 -62 -73 -85 -97 -111 -140 -173 Roof 3r -62 -68 -74 -87 -101 -116 -132 -167 -206 Overhang 1 & 2e -41 -45 -49 -58 -67 -77 -87 -110 -136 Overhang 2n & 2r -58 -63 -69 -81 -93 -107 -122 -154 -191 Overhang 3e -68 -74 -80 -94 -109 -126 -143 -181 -223 Overhang 3r -77 -85 -92 -108 -125 -144 -164 -207 -256 40 < h < 50 Roof 1 & 2e -38 -41 -45 -53 -61 -70 -80 -101 -124 Roof 2n, 2r & 3e -55 -60 -65 -77 -89 -102 -116 -147 -181 Roof 3r -65 -71 -78 -91 -106 -121 -138 -175 -216 Overhang 1 & 2e -43 -47 -51 -60 -70 -80 -91 -115 -143 Overhang 2n & 2r -60 -66 -72 -84 -98 -112 -128 -162 -200 Overhang 3e -71 -77 -84 -99 -115 -132 -150 -189 -234 Overhang 3r -81 -89 -96 -113 -131 -151 -172 -217 -268 50 < h < 60 Roof 1 & 2e -39 -43 -46 -55 -63 -73 -83 -105 -129 Roof 2n, 2r & 3e -57 -62 -68 -80 -92 -106 -121 -153 -188 Roof 3r -68 -74 -81 -95 -110 -126 -143 -181 -224 Overhang 1 & 2e -45 -49 -53 -63 -73 -83 -95 -120 -148 Overhang 2n & 2r -63 -69 -75 -88 -102 -117 -133 -168 -207 Overhang 3e -73 -80 -87 -103 -119 -137 -155 -197 -243 Overhang 3r -84 -92 -100 -118 -136 -157 -178 -225 -278
NEMO|etc.® NEMO ETC, LLC P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ PEER-DBP-001.A.R6 for FL7263-R7 (NON-HVHZ) Certificate of Authorization #32455 Delta Metal Roof Systems; (604) 953-1000 Revision 6: 08/06/2023 ©2019 NEMO ETC, LLC TOP OF APPENDIX 2 Appendix 2, Page 10 of 22 TABLE 2B: EXPOSURE C, Allowable Roof Cladding Design Pressures - Pasd (psf) Gable Roof / Slope Range 20° < SLOPE < 27° Mean Roof Height (ft) Zone Ultimate Design Wind Speed - Vult (mph) – FBC Figures 1609.3(1) through 1609.3(4) 110 115 120 130 140 150 160 180 200 h < 20 Roof 1 & 2e -24 -26 -29 -33 -39 -45 -51 -64 -79 Roof 2n, 2r & 3e -38 -42 -45 -53 -62 -71 -81 -102 -126 Roof 3r -54 -59 -64 -75 -87 -100 -114 -144 -178 Overhang 1 & 2e -29 -31 -34 -40 -46 -53 -60 -76 -94 Overhang 2n & 2r -43 -47 -51 -60 -69 -80 -91 -115 -141 Overhang 3e -51 -56 -61 -72 -83 -95 -109 -138 -170 Overhang 3r -67 -73 -80 -94 -109 -125 -142 -180 -222 20 < h < 30 Roof 1 & 2e -26 -28 -31 -36 -42 -48 -55 -70 -86 Roof 2n, 2r & 3e -41 -45 -49 -58 -67 -77 -88 -111 -137 Roof 3r -59 -64 -70 -82 -95 -109 -124 -157 -193 Overhang 1 & 2e -31 -34 -37 -43 -50 -58 -66 -83 -102 Overhang 2n & 2r -46 -51 -55 -65 -75 -86 -98 -124 -154 Overhang 3e -56 -61 -66 -78 -90 -104 -118 -149 -184 Overhang 3r -73 -80 -87 -102 -118 -135 -154 -195 -241 30 < h < 40 Roof 1 & 2e -28 -30 -33 -39 -45 -51 -59 -74 -92 Roof 2n, 2r & 3e -44 -48 -53 -62 -72 -82 -93 -118 -146 Roof 3r -62 -68 -74 -87 -101 -116 -132 -167 -206 Overhang 1 & 2e -33 -36 -39 -46 -53 -61 -70 -88 -109 Overhang 2n & 2r -49 -54 -59 -69 -80 -92 -105 -132 -163 Overhang 3e -59 -65 -71 -83 -96 -110 -125 -159 -196 Overhang 3r -77 -85 -92 -108 -125 -144 -164 -207 -256 40 < h < 50 Roof 1 & 2e -29 -32 -34 -40 -47 -54 -61 -78 -96 Roof 2n, 2r & 3e -46 -51 -55 -65 -75 -86 -98 -124 -153 Roof 3r -65 -71 -78 -91 -106 -121 -138 -175 -216 Overhang 1 & 2e -35 -38 -41 -48 -56 -64 -73 -92 -114 Overhang 2n & 2r -52 -57 -62 -72 -84 -96 -109 -139 -171 Overhang 3e -62 -68 -74 -87 -101 -115 -131 -166 -205 Overhang 3r -81 -89 -96 -113 -131 -151 -172 -217 -268 50 < h < 60 Roof 1 & 2e -30 -33 -36 -42 -49 -56 -64 -81 -99 Roof 2n, 2r & 3e -48 -52 -57 -67 -78 -89 -102 -129 -159 Roof 3r -68 -74 -81 -95 -110 -126 -143 -181 -224 Overhang 1 & 2e -36 -39 -43 -50 -58 -67 -76 -96 -118 Overhang 2n & 2r -54 -59 -64 -75 -87 -100 -114 -144 -178 Overhang 3e -64 -70 -77 -90 -104 -120 -136 -173 -213 Overhang 3r -84 -92 -100 -118 -136 -157 -178 -225 -278
NEMO|etc.® NEMO ETC, LLC P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ PEER-DBP-001.A.R6 for FL7263-R7 (NON-HVHZ) Certificate of Authorization #32455 Delta Metal Roof Systems; (604) 953-1000 Revision 6: 08/06/2023 ©2019 NEMO ETC, LLC TOP OF APPENDIX 2 Appendix 2, Page 11 of 22 TABLE 2C: EXPOSURE C, Allowable Roof Cladding Design Pressures - Pasd (psf) Gable Roof / Slope Range 27° < SLOPE < 45° Mean Roof Height (ft) Zone Ultimate Design Wind Speed - Vult (mph) – FBC Figures 1609.3(1) through 1609.3(4) 110 115 120 130 140 150 160 180 200 h < 20 Roof 1, 2e & 2r -28 -31 -34 -39 -46 -53 -60 -76 -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 20 < h < 30 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 30 < h < 40 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 40 < h < 50 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 50 < h < 60 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
NEMO|etc.® NEMO ETC, LLC P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ PEER-DBP-001.A.R6 for FL7263-R7 (NON-HVHZ) Certificate of Authorization #32455 Delta Metal Roof Systems; (604) 953-1000 Revision 6: 08/06/2023 ©2019 NEMO ETC, LLC TOP OF APPENDIX 2 Appendix 2, Page 12 of 22 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) Zone Ultimate Design Wind Speed - Vult (mph) – FBC Figures 1609.3(1) through 1609.3(4) 110 115 120 130 140 150 160 180 200 h < 20 Roof 1 -25 -27 -30 -35 -41 -47 -53 -67 -83 Roof 2r -33 -36 -39 -46 -53 -61 -69 -88 -108 Roof 2e & 3 -35 -39 -42 -49 -57 -66 -75 -95 -117 Overhang 1 -29 -32 -35 -41 -47 -54 -62 -78 -97 Overhang 2r -37 -40 -44 -51 -60 -68 -78 -99 -122 Overhang 2c -39 -43 -47 -55 -64 -73 -83 -105 -130 Overhang 3 -47 -51 -56 -66 -76 -87 -99 -126 -155 20 < h < 30 Roof 1 -31 -34 -36 -43 -50 -57 -65 -82 -101 Roof 2r -40 -44 -48 -56 -65 -74 -85 -107 -132 Roof 2e & 3 -43 -47 -51 -60 -70 -80 -91 -115 -142 Overhang 1 -36 -39 -42 -50 -58 -66 -75 -95 -118 Overhang 2r -45 -49 -53 -63 -73 -83 -95 -120 -148 Overhang 2c -48 -52 -57 -67 -78 -89 -102 -129 -159 Overhang 3 -57 -63 -68 -80 -93 -107 -121 -153 -189 30 < h < 40 Roof 1 -36 -39 -42 -50 -58 -66 -75 -95 -118 Roof 2r -46 -51 -55 -65 -75 -86 -98 -124 -153 Roof 2e & 3 -50 -55 -59 -70 -81 -93 -106 -134 -165 Overhang 1 -41 -45 -49 -58 -67 -77 -87 -111 -137 Overhang 2r -52 -57 -62 -73 -84 -97 -110 -139 -172 Overhang 2c -56 -61 -66 -78 -90 -104 -118 -149 -184 Overhang 3 -66 -73 -79 -93 -108 -124 -141 -178 -220 40 < h < 50 Roof 1 -40 -43 -47 -55 -64 -74 -84 -106 -131 Roof 2r -52 -56 -61 -72 -84 -96 -109 -138 -171 Roof 2e & 3 -56 -61 -66 -78 -90 -103 -118 -149 -184 Overhang 1 -46 -50 -55 -64 -75 -86 -97 -123 -152 Overhang 2r -58 -63 -69 -81 -94 -108 -123 -155 -192 Overhang 2c -62 -68 -74 -87 -100 -115 -131 -166 -205 Overhang 3 -74 -81 -88 -103 -120 -138 -157 -198 -245 50 < h < 60 Roof 1 -43 -47 -52 -60 -70 -80 -92 -116 -143 Roof 2r -56 -62 -67 -79 -91 -105 -119 -151 -186 Roof 2e & 3 -61 -66 -72 -85 -98 -113 -129 -163 -201 Overhang 1 -50 -55 -60 -70 -81 -93 -106 -135 -166 Overhang 2r -63 -69 -75 -89 -103 -118 -134 -170 -210 Overhang 2c -68 -74 -81 -95 -110 -126 -143 -181 -224 Overhang 3 -81 -88 -96 -113 -131 -150 -171 -217 -267
NEMO|etc.® NEMO ETC, LLC P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ PEER-DBP-001.A.R6 for FL7263-R7 (NON-HVHZ) Certificate of Authorization #32455 Delta Metal Roof Systems; (604) 953-1000 Revision 6: 08/06/2023 ©2019 NEMO ETC, LLC TOP OF APPENDIX 2 Appendix 2, Page 13 of 22 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) Zone Ultimate Design Wind Speed - Vult (mph) – FBC Figures 1609.3(1) through 1609.3(4) 110 115 120 130 140 150 160 180 200 h < 20 Roof 1 -21 -23 -25 -30 -35 -40 -45 -57 -71 Roof 2e & 3 -34 -37 -40 -48 -55 -63 -72 -91 -112 Roof 2r -48 -52 -57 -67 -78 -89 -102 -129 -159 Overhang 1 -23 -25 -27 -32 -37 -42 -48 -61 -76 Overhang 2e -29 -32 -35 -41 -47 -54 -62 -78 -97 Overhang 2r -37 -40 -44 -51 -60 -68 -78 -99 -122 Overhang 3 -37 -40 -44 -51 -60 -68 -78 -99 -122 20 < h < 30 Roof 1 -26 -28 -31 -36 -42 -48 -55 -70 -86 Roof 2e & 3 -41 -45 -49 -58 -67 -77 -88 -111 -137 Roof 2r -59 -64 -70 -82 -95 -109 -124 -157 -193 Overhang 1 -28 -30 -33 -39 -45 -52 -59 -75 -92 Overhang 2e -36 -39 -42 -50 -58 -66 -75 -95 -118 Overhang 2r -45 -49 -53 -63 -73 -83 -95 -120 -148 Overhang 3 -45 -49 -53 -63 -73 -83 -95 -120 -148 30 < h < 40 Roof 1 -30 -33 -36 -42 -49 -56 -64 -81 -100 Roof 2e & 3 -48 -53 -57 -67 -78 -90 -102 -129 -159 Roof 2r -68 -74 -81 -95 -110 -126 -144 -182 -224 Overhang 1 -32 -35 -38 -45 -52 -60 -68 -87 -107 Overhang 2e -41 -45 -49 -58 -67 -77 -87 -111 -137 Overhang 2r -52 -57 -62 -73 -84 -97 -110 -139 -172 Overhang 3 -52 -57 -62 -73 -84 -97 -110 -139 -172 40 < h < 50 Roof 1 -34 -37 -40 -47 -54 -63 -71 -90 -111 Roof 2e & 3 -54 -59 -64 -75 -87 -100 -113 -144 -177 Roof 2r -76 -83 -90 -106 -123 -141 -160 -203 -250 Overhang 1 -36 -39 -43 -50 -58 -67 -76 -96 -119 Overhang 2e -46 -50 -55 -64 -75 -86 -97 -123 -152 Overhang 2r -58 -63 -69 -81 -94 -108 -123 -155 -192 Overhang 3 -58 -63 -69 -81 -94 -108 -123 -155 -192 50 < h < 60 Roof 1 -37 -40 -44 -51 -59 -68 -78 -98 -121 Roof 2e & 3 -59 -64 -70 -82 -95 -109 -124 -157 -194 Roof 2r -83 -90 -98 -115 -134 -154 -175 -221 -273 Overhang 1 -39 -43 -47 -55 -64 -73 -83 -105 -130 Overhang 2e -50 -55 -60 -70 -81 -93 -106 -135 -166 Overhang 2r -63 -69 -75 -89 -103 -118 -134 -170 -210 Overhang 3 -63 -69 -75 -89 -103 -118 -134 -170 -210
NEMO|etc.® NEMO ETC, LLC P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ PEER-DBP-001.A.R6 for FL7263-R7 (NON-HVHZ) Certificate of Authorization #32455 Delta Metal Roof Systems; (604) 953-1000 Revision 6: 08/06/2023 ©2019 NEMO ETC, LLC TOP OF APPENDIX 2 Appendix 2, Page 14 of 22 TABLE 2F: EXPOSURE C, Allowable Roof Cladding Design Pressures - Pasd (psf) Hip Roof / Slope Range 20° < SLOPE < 27° Mean Roof Height (ft) Zone Ultimate Design Wind Speed - Vult (mph) – FBC Figures 1609.3(1) through 1609.3(4) 110 115 120 130 140 150 160 180 200 h < 20 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 20 < h < 30 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 30 < h < 40 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 40 < h < 50 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 50 < h < 60 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
NEMO|etc.® NEMO ETC, LLC P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ PEER-DBP-001.A.R6 for FL7263-R7 (NON-HVHZ) Certificate of Authorization #32455 Delta Metal Roof Systems; (604) 953-1000 Revision 6: 08/06/2023 ©2019 NEMO ETC, LLC TOP OF APPENDIX 2 Appendix 2, Page 15 of 22 TABLE 2G: EXPOSURE C, Allowable Roof Cladding Design Pressures - Pasd (psf) Hip Roof / Slope Range 27° < SLOPE < 45° Mean Roof Height (ft) Zone Ultimate Design Wind Speed - Vult (mph) – FBC Figures 1609.3(1) through 1609.3(4) 110 115 120 130 140 150 160 180 200 h < 20 Roof 1 -21 -23 -25 -30 -35 -40 -45 -57 -71 Roof 2r -37 -40 -44 -51 -59 -68 -77 -98 -121 Roof 2e -38 -41 -45 -53 -61 -70 -80 -101 -125 Roof 3 -48 -52 -57 -67 -78 -89 -102 -129 -159 Overhang 1 -29 -32 -35 -41 -47 -54 -62 -78 -97 Overhang 2r -44 -49 -53 -62 -72 -83 -94 -119 -147 Overhang 2e -46 -50 -54 -64 -74 -85 -97 -122 -151 Overhang 3 -56 -61 -66 -78 -90 -104 -118 -150 -185 20 < h < 30 Roof 1 -26 -28 -31 -36 -42 -48 -55 -70 -86 Roof 2r -45 -49 -53 -62 -72 -83 -94 -119 -147 Roof 2e -46 -50 -55 -64 -75 -86 -98 -124 -153 Roof 3 -59 -64 -70 -82 -95 -109 -124 -157 -193 Overhang 1 -36 -39 -42 -50 -58 -66 -75 -95 -118 Overhang 2r -54 -59 -64 -76 -88 -101 -115 -145 -179 Overhang 2e -56 -61 -66 -78 -90 -104 -118 -149 -184 Overhang 3 -68 -74 -81 -95 -110 -127 -144 -182 -225 30 < h < 40 Roof 1 -30 -33 -36 -42 -49 -56 -64 -81 -100 Roof 2r -52 -57 -62 -72 -84 -96 -109 -139 -171 Roof 2e -54 -58 -64 -75 -87 -100 -113 -143 -177 Roof 3 -68 -74 -81 -95 -110 -126 -144 -182 -224 Overhang 1 -41 -45 -49 -58 -67 -77 -87 -111 -137 Overhang 2r -63 -69 -75 -88 -102 -117 -133 -168 -208 Overhang 2e -65 -71 -77 -90 -105 -120 -137 -173 -214 Overhang 3 -79 -86 -94 -110 -128 -147 -167 -212 -261 40 < h < 50 Roof 1 -34 -37 -40 -47 -54 -63 -71 -90 -111 Roof 2r -58 -63 -69 -80 -93 -107 -122 -154 -191 Roof 2e -60 -65 -71 -83 -97 -111 -126 -160 -197 Roof 3 -76 -83 -90 -106 -123 -141 -160 -203 -250 Overhang 1 -46 -50 -55 -64 -75 -86 -97 -123 -152 Overhang 2r -70 -77 -83 -98 -113 -130 -148 -188 -232 Overhang 2e -72 -79 -86 -101 -117 -134 -152 -193 -238 Overhang 3 -88 -96 -105 -123 -143 -164 -186 -236 -291 50 < h < 60 Roof 1 -37 -40 -44 -51 -59 -68 -78 -98 -121 Roof 2r -63 -69 -75 -88 -102 -117 -133 -169 -208 Roof 2e -65 -71 -78 -91 -106 -121 -138 -174 -215 Roof 3 -83 -90 -98 -115 -134 -154 -175 -221 -273 Overhang 1 -50 -55 -60 -70 -81 -93 -106 -135 -166 Overhang 2r -76 -84 -91 -107 -124 -142 -162 -205 -253 Overhang 2e -79 -86 -94 -110 -127 -146 -166 -211 -260 Overhang 3 -96 -105 -114 -134 -156 -179 -203 -258 -318
NEMO|etc.® NEMO ETC, LLC P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ PEER-DBP-001.A.R6 for FL7263-R7 (NON-HVHZ) Certificate of Authorization #32455 Delta Metal Roof Systems; (604) 953-1000 Revision 6: 08/06/2023 ©2019 NEMO ETC, LLC TOP OF APPENDIX 2 Appendix 2, Page 16 of 22 TABLE 3A: EXPOSURE D, Allowable Roof Cladding Design Pressures - Pasd (psf) Gable Roof / Slope Range 14° < SLOPE < 20° Mean Roof Height (ft) Zone Ultimate Design Wind Speed - Vult (mph) – FBC Figures 1609.3(1) through 1609.3(4) 110 115 120 130 140 150 160 180 200 h < 20 Roof 1 & 2e -37 -41 -44 -52 -61 -69 -79 -100 -124 Roof 2n, 2r & 3e -55 -60 -65 -76 -88 -101 -115 -146 -180 Roof 3r -65 -71 -77 -90 -105 -120 -137 -173 -214 Overhang 1 & 2e -43 -47 -51 -60 -69 -80 -91 -115 -142 Overhang 2n & 2r -60 -66 -71 -84 -97 -112 -127 -161 -198 Overhang 3e -70 -77 -84 -98 -114 -131 -149 -188 -232 Overhang 3r -81 -88 -96 -113 -130 -150 -170 -216 -266 20 < h < 30 Roof 1 & 2e -40 -44 -48 -56 -65 -74 -85 -107 -132 Roof 2n, 2r & 3e -58 -64 -69 -82 -95 -109 -124 -156 -193 Roof 3r -69 -76 -83 -97 -112 -129 -147 -186 -229 Overhang 1 & 2e -46 -50 -55 -64 -74 -85 -97 -123 -152 Overhang 2n & 2r -64 -70 -76 -90 -104 -119 -136 -172 -212 Overhang 3e -75 -82 -90 -105 -122 -140 -159 -202 -249 Overhang 3r -86 -94 -103 -121 -140 -160 -183 -231 -285 30 < h < 40 Roof 1 & 2e -42 -46 -50 -59 -68 -78 -89 -112 -139 Roof 2n, 2r & 3e -61 -67 -73 -85 -99 -114 -129 -164 -202 Roof 3r -73 -79 -87 -102 -118 -135 -154 -195 -240 Overhang 1 & 2e -48 -53 -57 -67 -78 -89 -102 -129 -159 Overhang 2n & 2r -67 -74 -80 -94 -109 -125 -142 -180 -223 Overhang 3e -79 -86 -94 -110 -128 -147 -167 -211 -261 Overhang 3r -90 -99 -108 -126 -146 -168 -191 -242 -299 40 < h < 50 Roof 1 & 2e -44 -48 -52 -61 -71 -81 -92 -117 -144 Roof 2n, 2r & 3e -64 -70 -76 -89 -103 -118 -135 -170 -210 Roof 3r -76 -83 -90 -106 -123 -141 -160 -203 -250 Overhang 1 & 2e -50 -55 -60 -70 -81 -93 -106 -134 -165 Overhang 2n & 2r -70 -77 -83 -98 -113 -130 -148 -188 -232 Overhang 3e -82 -90 -98 -115 -133 -153 -174 -220 -271 Overhang 3r -94 -103 -112 -131 -152 -175 -199 -252 -311 50 < h < 60 Roof 1 & 2e -45 -49 -54 -63 -73 -84 -95 -121 -149 Roof 2n, 2r & 3e -66 -72 -78 -92 -107 -122 -139 -176 -217 Roof 3r -78 -85 -93 -109 -127 -145 -165 -209 -258 Overhang 1 & 2e -52 -57 -62 -72 -84 -96 -109 -138 -171 Overhang 2n & 2r -72 -79 -86 -101 -117 -135 -153 -194 -239 Overhang 3e -85 -93 -101 -118 -137 -158 -179 -227 -280 Overhang 3r -97 -106 -116 -136 -157 -181 -206 -260 -321
NEMO|etc.® NEMO ETC, LLC P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ PEER-DBP-001.A.R6 for FL7263-R7 (NON-HVHZ) Certificate of Authorization #32455 Delta Metal Roof Systems; (604) 953-1000 Revision 6: 08/06/2023 ©2019 NEMO ETC, LLC TOP OF APPENDIX 2 Appendix 2, Page 17 of 22 TABLE 3B: EXPOSURE D, Allowable Roof Cladding Design Pressures - Pasd (psf) Gable Roof / Slope Range 20° < SLOPE < 27° Mean Roof Height (ft) Zone Ultimate Design Wind Speed - Vult (mph) – FBC Figures 1609.3(1) through 1609.3(4) 110 115 120 130 140 150 160 180 200 h < 20 Roof 1 & 2e -29 -31 -34 -40 -47 -54 -61 -77 -95 Roof 2n, 2r & 3e -46 -50 -55 -64 -74 -85 -97 -123 -152 Roof 3r -65 -71 -77 -90 -105 -120 -137 -173 -214 Overhang 1 & 2e -34 -37 -41 -48 -56 -64 -73 -92 -113 Overhang 2n & 2r -51 -56 -61 -72 -83 -96 -109 -138 -170 Overhang 3e -62 -67 -73 -86 -100 -115 -131 -165 -204 Overhang 3r -81 -88 -96 -113 -130 -150 -170 -216 -266 20 < h < 30 Roof 1 & 2e -31 -34 -37 -43 -50 -57 -65 -83 -102 Roof 2n, 2r & 3e -49 -54 -59 -69 -80 -91 -104 -132 -163 Roof 3r -69 -76 -83 -97 -112 -129 -147 -186 -229 Overhang 1 & 2e -37 -40 -44 -51 -59 -68 -78 -98 -121 Overhang 2n & 2r -55 -60 -66 -77 -89 -102 -117 -147 -182 Overhang 3e -66 -72 -79 -92 -107 -123 -140 -177 -218 Overhang 3r -86 -94 -103 -121 -140 -160 -183 -231 -285 30 < h < 40 Roof 1 & 2e -32 -35 -38 -45 -52 -60 -68 -87 -107 Roof 2n, 2r & 3e -52 -56 -61 -72 -84 -96 -109 -138 -170 Roof 3r -73 -79 -87 -102 -118 -135 -154 -195 -240 Overhang 1 & 2e -38 -42 -46 -54 -62 -72 -81 -103 -127 Overhang 2n & 2r -58 -63 -69 -81 -94 -107 -122 -155 -191 Overhang 3e -69 -76 -82 -97 -112 -129 -147 -185 -229 Overhang 3r -90 -99 -108 -126 -146 -168 -191 -242 -299 40 < h < 50 Roof 1 & 2e -34 -37 -40 -47 -54 -63 -71 -90 -111 Roof 2n, 2r & 3e -54 -59 -64 -75 -87 -100 -113 -144 -177 Roof 3r -76 -83 -90 -106 -123 -141 -160 -203 -250 Overhang 1 & 2e -40 -44 -48 -56 -65 -74 -85 -107 -132 Overhang 2n & 2r -60 -66 -71 -84 -97 -112 -127 -161 -199 Overhang 3e -72 -79 -86 -101 -117 -134 -152 -193 -238 Overhang 3r -94 -103 -112 -131 -152 -175 -199 -252 -311 50 < h < 60 Roof 1 & 2e -35 -38 -41 -49 -56 -65 -74 -93 -115 Roof 2n, 2r & 3e -55 -61 -66 -77 -90 -103 -117 -148 -183 Roof 3r -78 -85 -93 -109 -127 -145 -165 -209 -258 Overhang 1 & 2e -41 -45 -49 -58 -67 -77 -88 -111 -137 Overhang 2n & 2r -62 -68 -74 -87 -100 -115 -131 -166 -205 Overhang 3e -74 -81 -89 -104 -121 -138 -158 -199 -246 Overhang 3r -97 -106 -116 -136 -157 -181 -206 -260 -321
NEMO|etc.® NEMO ETC, LLC P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ PEER-DBP-001.A.R6 for FL7263-R7 (NON-HVHZ) Certificate of Authorization #32455 Delta Metal Roof Systems; (604) 953-1000 Revision 6: 08/06/2023 ©2019 NEMO ETC, LLC TOP OF APPENDIX 2 Appendix 2, Page 18 of 22 TABLE 3C: EXPOSURE D, Allowable Roof Cladding Design Pressures - Pasd (psf) Gable Roof / Slope Range 27° < SLOPE < 45° Mean Roof Height (ft) Zone Ultimate Design Wind Speed - Vult (mph) – FBC Figures 1609.3(1) through 1609.3(4) 110 115 120 130 140 150 160 180 200 h < 20 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 20 < h < 30 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 30 < h < 40 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 40 < h < 50 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 50 < h < 60 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
NEMO|etc.® NEMO ETC, LLC P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ PEER-DBP-001.A.R6 for FL7263-R7 (NON-HVHZ) Certificate of Authorization #32455 Delta Metal Roof Systems; (604) 953-1000 Revision 6: 08/06/2023 ©2019 NEMO ETC, LLC TOP OF APPENDIX 2 Appendix 2, Page 19 of 22 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) Zone Ultimate Design Wind Speed - Vult (mph) – FBC Figures 1609.3(1) through 1609.3(4) 110 115 120 130 140 150 160 180 200 h < 20 Roof 1 -30 -33 -36 -42 -49 -56 -64 -81 -100 Roof 2r -39 -43 -47 -55 -64 -73 -83 -105 -130 Roof 2e & 3 -42 -46 -50 -59 -69 -79 -90 -114 -140 Overhang 1 -35 -38 -42 -49 -57 -65 -74 -94 -116 Overhang 2r -44 -48 -53 -62 -72 -82 -94 -118 -146 Overhang 2c -47 -52 -56 -66 -77 -88 -100 -127 -156 Overhang 3 -56 -62 -67 -79 -91 -105 -119 -151 -187 20 < h < 30 Roof 1 -36 -40 -43 -51 -59 -68 -77 -97 -120 Roof 2r -47 -52 -56 -66 -77 -88 -100 -127 -157 Roof 2e & 3 -51 -56 -61 -71 -83 -95 -108 -137 -169 Overhang 1 -42 -46 -50 -59 -68 -79 -89 -113 -140 Overhang 2r -53 -58 -63 -74 -86 -99 -113 -143 -176 Overhang 2c -57 -62 -68 -79 -92 -106 -120 -152 -188 Overhang 3 -68 -74 -81 -95 -110 -126 -144 -182 -225 30 < h < 40 Roof 1 -42 -45 -49 -58 -67 -77 -88 -111 -137 Roof 2r -54 -59 -64 -76 -88 -101 -114 -145 -179 Roof 2e & 3 -58 -64 -69 -81 -94 -108 -123 -156 -193 Overhang 1 -48 -53 -57 -67 -78 -90 -102 -129 -159 Overhang 2r -61 -66 -72 -85 -99 -113 -129 -163 -201 Overhang 2c -65 -71 -77 -91 -105 -121 -138 -174 -215 Overhang 3 -78 -85 -92 -108 -126 -144 -164 -208 -257 40 < h < 50 Roof 1 -46 -50 -55 -64 -74 -85 -97 -123 -152 Roof 2r -60 -65 -71 -84 -97 -111 -127 -160 -198 Roof 2e & 3 -65 -71 -77 -90 -105 -120 -137 -173 -213 Overhang 1 -53 -58 -64 -75 -87 -99 -113 -143 -177 Overhang 2r -67 -74 -80 -94 -109 -125 -142 -180 -223 Overhang 2c -72 -79 -86 -101 -117 -134 -152 -193 -238 Overhang 3 -86 -94 -102 -120 -139 -160 -182 -230 -284 50 < h < 60 Roof 1 -50 -55 -59 -70 -81 -93 -106 -134 -165 Roof 2r -65 -71 -77 -91 -105 -121 -138 -174 -215 Roof 2e & 3 -70 -77 -83 -98 -114 -130 -148 -188 -232 Overhang 1 -58 -63 -69 -81 -94 -108 -123 -155 -192 Overhang 2r -73 -80 -87 -102 -119 -136 -155 -196 -242 Overhang 2c -78 -85 -93 -109 -127 -145 -165 -209 -259 Overhang 3 -93 -102 -111 -130 -151 -174 -197 -250 -309
NEMO|etc.® NEMO ETC, LLC P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ PEER-DBP-001.A.R6 for FL7263-R7 (NON-HVHZ) Certificate of Authorization #32455 Delta Metal Roof Systems; (604) 953-1000 Revision 6: 08/06/2023 ©2019 NEMO ETC, LLC TOP OF APPENDIX 2 Appendix 2, Page 20 of 22 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) Zone Ultimate Design Wind Speed - Vult (mph) – FBC Figures 1609.3(1) through 1609.3(4) 110 115 120 130 140 150 160 180 200 h < 20 Roof 1 -26 -28 -31 -36 -42 -48 -54 -69 -85 Roof 2e & 3 -41 -45 -49 -57 -66 -76 -86 -109 -135 Roof 2r -58 -63 -69 -81 -93 -107 -122 -154 -191 Overhang 1 -27 -30 -33 -38 -44 -51 -58 -74 -91 Overhang 2e -35 -38 -42 -49 -57 -65 -74 -94 -116 Overhang 2r -44 -48 -53 -62 -72 -82 -94 -118 -146 Overhang 3 -44 -48 -53 -62 -72 -82 -94 -118 -146 20 < h < 30 Roof 1 -31 -34 -37 -43 -50 -57 -65 -83 -102 Roof 2e & 3 -49 -54 -59 -69 -80 -91 -104 -132 -163 Roof 2r -69 -76 -83 -97 -112 -129 -147 -186 -229 Overhang 1 -33 -36 -39 -46 -54 -61 -70 -88 -109 Overhang 2e -42 -46 -50 -59 -68 -79 -89 -113 -140 Overhang 2r -53 -58 -63 -74 -86 -99 -113 -143 -176 Overhang 3 -53 -58 -63 -74 -86 -99 -113 -143 -176 30 < h < 40 Roof 1 -35 -39 -42 -49 -57 -66 -75 -94 -116 Roof 2e & 3 -56 -61 -67 -79 -91 -105 -119 -151 -186 Roof 2r -79 -87 -94 -111 -128 -147 -168 -212 -262 Overhang 1 -38 -41 -45 -53 -61 -70 -80 -101 -125 Overhang 2e -48 -53 -57 -67 -78 -90 -102 -129 -159 Overhang 2r -61 -66 -72 -85 -99 -113 -129 -163 -201 Overhang 3 -61 -66 -72 -85 -99 -113 -129 -163 -201 40 < h < 50 Roof 1 -39 -43 -46 -54 -63 -73 -83 -104 -129 Roof 2e & 3 -62 -68 -74 -87 -101 -116 -132 -167 -206 Roof 2r -88 -96 -104 -123 -142 -163 -186 -235 -290 Overhang 1 -42 -46 -50 -58 -68 -78 -88 -112 -138 Overhang 2e -53 -58 -64 -75 -87 -99 -113 -143 -177 Overhang 2r -67 -74 -80 -94 -109 -125 -142 -180 -223 Overhang 3 -67 -74 -80 -94 -109 -125 -142 -180 -223 50 < h < 60 Roof 1 -42 -46 -50 -59 -69 -79 -90 -113 -140 Roof 2e & 3 -68 -74 -80 -94 -110 -126 -143 -181 -224 Roof 2r -95 -104 -113 -133 -154 -177 -202 -255 -315 Overhang 1 -45 -50 -54 -63 -74 -84 -96 -122 -150 Overhang 2e -58 -63 -69 -81 -94 -108 -123 -155 -192 Overhang 2r -73 -80 -87 -102 -119 -136 -155 -196 -242 Overhang 3 -73 -80 -87 -102 -119 -136 -155 -196 -242
NEMO|etc.® NEMO ETC, LLC P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ PEER-DBP-001.A.R6 for FL7263-R7 (NON-HVHZ) Certificate of Authorization #32455 Delta Metal Roof Systems; (604) 953-1000 Revision 6: 08/06/2023 ©2019 NEMO ETC, LLC TOP OF APPENDIX 2 Appendix 2, Page 21 of 22 TABLE 3F: EXPOSURE D, Allowable Roof Cladding Design Pressures - Pasd (psf) Hip Roof / Slope Range 20° < SLOPE < 27° Mean Roof Height (ft) Zone Ultimate Design Wind Speed - Vult (mph) – FBC Figures 1609.3(1) through 1609.3(4) 110 115 120 130 140 150 160 180 200 h < 20 Roof 1 -24 -26 -29 -34 -39 -45 -51 -65 -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 20 < h < 30 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 30 < h < 40 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 40 < h < 50 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 50 < h < 60 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
NEMO|etc.® NEMO ETC, LLC P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC NON-HVHZ PEER-DBP-001.A.R6 for FL7263-R7 (NON-HVHZ) Certificate of Authorization #32455 Delta Metal Roof Systems; (604) 953-1000 Revision 6: 08/06/2023 ©2019 NEMO ETC, LLC TOP OF APPENDIX 2 Appendix 2, Page 22 of 22 TABLE 3G: EXPOSURE D, Allowable Roof Cladding Design Pressures - Pasd (psf) Hip Roof / Slope Range 27° < SLOPE < 45° Mean Roof Height (ft) Zone Ultimate Design Wind Speed - Vult (mph) – FBC Figures 1609.3(1) through 1609.3(4) 110 115 120 130 140 150 160 180 200 h < 20 Roof 1 -26 -28 -31 -36 -42 -48 -54 -69 -85 Roof 2r -44 -48 -52 -61 -71 -82 -93 -118 -145 Roof 2e -45 -50 -54 -63 -74 -85 -96 -122 -150 Roof 3 -58 -63 -69 -81 -93 -107 -122 -154 -191 Overhang 1 -35 -38 -42 -49 -57 -65 -74 -94 -116 Overhang 2r -53 -58 -64 -75 -86 -99 -113 -143 -177 Overhang 2e -55 -60 -65 -77 -89 -102 -116 -147 -182 Overhang 3 -67 -73 -80 -94 -109 -125 -142 -180 -222 20 < h < 30 Roof 1 -31 -34 -37 -43 -50 -57 -65 -83 -102 Roof 2r -53 -58 -63 -74 -86 -98 -112 -142 -175 Roof 2e -55 -60 -65 -76 -89 -102 -116 -146 -181 Roof 3 -69 -76 -83 -97 -112 -129 -147 -186 -229 Overhang 1 -42 -46 -50 -59 -68 -79 -89 -113 -140 Overhang 2r -64 -70 -76 -90 -104 -119 -136 -172 -212 Overhang 2e -66 -72 -79 -92 -107 -123 -140 -177 -218 Overhang 3 -81 -88 -96 -113 -131 -150 -171 -216 -267 30 < h < 40 Roof 1 -35 -39 -42 -49 -57 -66 -75 -94 -116 Roof 2r -60 -66 -72 -84 -98 -112 -128 -162 -200 Roof 2e -63 -68 -74 -87 -101 -116 -132 -167 -207 Roof 3 -79 -87 -94 -111 -128 -147 -168 -212 -262 Overhang 1 -48 -53 -57 -67 -78 -90 -102 -129 -159 Overhang 2r -73 -80 -87 -103 -119 -137 -155 -197 -243 Overhang 2e -76 -83 -90 -105 -122 -140 -160 -202 -250 Overhang 3 -92 -101 -110 -129 -149 -172 -195 -247 -305 40 < h < 50 Roof 1 -39 -43 -46 -54 -63 -73 -83 -104 -129 Roof 2r -67 -73 -80 -93 -108 -124 -141 -179 -221 Roof 2e -69 -76 -82 -97 -112 -129 -146 -185 -229 Roof 3 -88 -96 -104 -123 -142 -163 -186 -235 -290 Overhang 1 -53 -58 -64 -75 -87 -99 -113 -143 -177 Overhang 2r -81 -89 -97 -114 -132 -151 -172 -218 -269 Overhang 2e -84 -91 -99 -117 -135 -155 -177 -224 -276 Overhang 3 -102 -112 -122 -143 -165 -190 -216 -274 -338 50 < h < 60 Roof 1 -42 -46 -50 -59 -69 -79 -90 -113 -140 Roof 2r -73 -79 -86 -101 -118 -135 -154 -195 -240 Roof 2e -75 -82 -89 -105 -122 -140 -159 -201 -249 Roof 3 -95 -104 -113 -133 -154 -177 -202 -255 -315 Overhang 1 -58 -63 -69 -81 -94 -108 -123 -155 -192 Overhang 2r -88 -97 -105 -123 -143 -164 -187 -236 -292 Overhang 2e -91 -99 -108 -127 -147 -169 -192 -243 -300 Overhang 3 -111 -121 -132 -155 -180 -206 -235 -297 -367