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447 Irex Rd ROOF21-0030 Shingle and Flat RoofOWNER:ADDRESS:CITY:STATE:ZIP: BOLD CITY ACQUISITIONS LLC 4011 LAURELWOOD DRIVE JACKSONVILLE FL 32257 COMPANY:ADDRESS:CITY:STATE:ZIP: Alpha House Construction Inc 10619 CASA GRANDE DR JACKSONVILLE FL 32257 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 171411 0000 ROYAL PALMS UNIT 02A3.00 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 447 IREX RD ROOF NON SHINGLE SHINGLE AND FLAT ROOF $9000.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 BUILDING ROOF IN-PROGRESS INSPECTION REQUIRED INFORMATIONAL Notes: a. The roof sheathing for all new construction must remain uncovered until the Roof Sheathing Inspection is approved. b. All roofing projects require an In-Progress Inspection. c. Sheathing installation and replacement guidelines per APA. d. Underlayment must conform to FBC-R Table 905.1.1 e. Shingles must conform to ASTM D3161 G or H, or ASTM D7158 F NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 5/4/2021 PERMIT NUMBER ROOF21-0030 ISSUED: 5/4/2021 EXPIRES: 10/31/2021 ROOF NON SHINGLE PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING PERMIT 455-0000-322-1000 0 $100.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $50.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $205.00 2 of 2Issued Date: 5/4/2021 PERMIT NUMBER ROOF21-0030 ISSUED: 5/4/2021 EXPIRES: 10/31/2021 ROOF NON SHINGLE PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $205.00 ROOF21-0030 Address: 447 IREX RD APN: 171411 0000 $205.00 BLDG SUBSEQUENT PLAN REVIEW FEES $50.00 BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING $100.00 BUILDING PERMIT 455-0000-322-1000 0 $100.00 BUILDING PLAN REVIEW $50.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $50.00 STATE SURCHARGES $5.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL FEES PAID BY RECEIPT: R15699 $205.00 Printed: Tuesday, May 4, 2021 2:50 PM Date Paid: Tuesday, May 04, 2021 Paid By: Alpha House Construction Inc Pay Method: CREDIT CARD 451672798 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R15699 Final Plumbing Final Electrical Final HVAC CC Final Final Building* Swimming Pool Steel Swimming Pool Safety Electrical Grounding & Bonding Swimming Pool Final (Bldg) Swimming Pool Final (PW) Formed Columns/ Beams* Masonry Cell Fill Structural Steel* OTHER: OTHER: OTHER: OTHER: OTHER: Power Pole Silt Fence Piers/ Stem Walls Underground Plumbing Underground Electric Foundation/ Footing Slab** Retaining Wall Footing Driveway Sewer (Building Dept) Sewer Tap (Utilities Dept) Rough Electric* Rough Plumbing/ Top Out* Rough Mechanical* House Wrap Wall Sheathing Roof Sheathing Tie-down Framing Connections Rough Framing Roofing In Progress Window/Door In-Progress Insulation Ceiling Insulation Wall Exterior Lath Stucco Scratch Coat Exterior Siding In-Progress Brick Flashing & Ties Early Power Gas Rough Gas Final* * When all rough electric, plumbing, mechanical are complete but before any work is covered up. * When all gas piping is complete and wallboard is installed but before gas is attached to any appliance. All outlets must be capped and pipe pressurized at a minimum of 15 lbs. * For new living space: When all construction work including electrical, plumbing, mechanical, exterior finish, grading, required paving and landscaping is complete and the building is ready for occupancy, but before being occupied Additional inspections may apply to your project if your project contains these elements: INSPECTIONS REQUIRED FOR BUILDING PERMITS To verify compliance with building codes, inspections of the work authorized are required at various points of the construction. The following inspections are typically required for residential projects: Date: Initial: Date: Initial: _____________________________________________________ Permit Type ____________________________________________________ Permit No. __________________________________________________________ Job Address ____________________________________________________ Contractor POST THIS CARD WITH PERMITS AND PERMIT DOCUMENTATION IN FRONT OF BUILDING Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends Building Department Public Works/Utilities Fire Department Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789 Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203 * When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all electrical, plumbing and mechanical work is in place, but before concrete is poured. * When all structural steel members are in place and all connections are complete, but before such work is covered or concealed. ** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION ROOF21-0030 Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT #: _____________________ Revision to Issued Permit OR Corrections to Comments Date: ________________ Project Address: ____________________________________________________________________________________ Contractor/Contact Name: ____________________________________________________________________________ Contact Phone: ______________________________ Email: _________________________________________________ Description of Proposed Revision / Corrections: __________________________________________________________________________________________________ __________________________________________________________________________________________________ __________________________________________________________________________________________________ __________________________________________________________________________________________________ I_______________________________ affirm the revision/correction to comments is inclusive of the proposed changes. (printed name)  Will proposed revision/corrections add additional square footage to original submittal? No Yes (additional s.f. to be added: _____________________________)  Will proposed revision/corrections add additional increase in building value to original submittal? No *Yes (additional increase in building value: $____________________) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: _______________________________________________________ __________________________________________________________________________________________________ (Office Use Only) Approved Denied Not Applicable to Department Permit Fee Due $_______________ Revision/Plan Review Comments_______________________________________________________________________ __________________________________________________________________________________________________ Department Review Required: Building _____________________________________________ Planning & Zoning Reviewed By Tree Administrator Public Works Public Utilities _____________________________________________ Public Safety Date Fire Services Updated 10/17/18 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 Christian Street Oxford, CT 06478 (203) 262-9245 EVALUATION REPORT Mule-Hide Products Co., Inc. 1195 Prince Hall Drive, Suite A Beloit, WI 53511 (608) 365-3111 Evaluation Report M10000.03.08-R6 FL10497-R6 Date of Issuance: 03/28/2008 Revision 6: 09/08/2017 SCOPE: This Evaluation Report is issued under 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 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Mule-Hide SBS and APP Modified Bitumen Roof Systems LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity|ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words “Trinity | ERD Evaluated” may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report 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 Evaluation Report consists of pages 1 through 5, plus a 22-page Appendix. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 09/08/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, LLC. d/b/a Trinity | ERD 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. Exterior Research & Design, LLC. d/b/a Trinity | ERD 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 produ cts for which the evaluation reports 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 Trinity|ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. ROOF21-0030 Exterior Research and Design, LLC. Evaluation Report M10000.03.08-R6 Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION FL10497-R6 Mule-Hide Modified Bitumen Roof Systems; (608) 365-3111 Revision 6: 09/08/2017 Page 2 of 5 ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Modified Bitumen Roof Systems Compliance Statement: Mule-Hide SBS and APP Modified Bitumen Roof Systems, as produced by Mule-Hide Products Co., Inc., have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind FM 4474 2011 1504.7 Impact FM 4470 2012 1507.11.2 Physical Properties ASTM D6163 2008 1507.11.2 Physical Properties ASTM D6164 2011 1507.11.2 Physical Properties ASTM D6222 2011 3. REFERENCES: Entity Examination Reference Date ERD (TST6049) Physical Properties P10490.10.08-2 10/30/2008 ERD (TST6049) FM 4470/4474 P13760.09.09 09/10/2009 ERD (TST6049) FM 4470/4474 P13770.09.09 09/10/2009 ERD (TST6049) FM 4470/4474 P30540.11.09-R1 11/30/2009 ERD (TST6049) FM 4470/4474 P30550.12.09 12/02/2009 ERD (TST6049) Physical Properties P33960.12.10 12/30/2010 ERD (TST6049) FM 4470/4474 P33970.03.11 03/15/2011 ERD (TST6049) Physical Properties P37590.03.13-3A 03/06/2013 ERD (TST6049) FM 4470/4474 P39680.03.13 03/04/2013 ERD (TST6049) Physical Properties P37590.03.13-1-R1 06/26/2013 ERD (TST6049) Physical Properties P37590.03.13-2-R1 07/01/2013 ERD (TST6049) Physical Properties P37590.07.13-2 07/01/2013 ERD (TST6049) Physical Properties P37590.03.13-5-R1 07/01/2013 ERD (TST6049) Physical Properties P37590.07.13-1 07/02/2013 ERD (TST6049) FM 4470/4474 P41630.08.13 08/06/2013 ERD (TST6049) Physical Properties P45940.09.13 09/04/2013 ERD (TST6049) Physical Properties P44370.10.13 10/04/2013 ERD (TST6049) FM 4470/4474 SC6160.11.14 11/10/2014 ERD (TST6049) Physical Properties SC5170.05.15 05/08/2015 ERD (TST6049) FM 4474 SC8085.05.15 05/19/2015 ERD (TST6049) FM 4470/4474 SC8905.15 11/24/2015 FM Approvals (TST1867) FM 4470 2W7A7.AM 08/04/1994 FM Approvals (TST1867) FM 4470 0D3A3.AM 04/04/1997 FM Approvals (TST1867) FM 4470 2D0A0.AM 12/23/1998 FM Approvals (TST1867) FM 4470 2D5A9.AM 06/22/1999 FM Approvals (TST1867) FM 4470 3006646 01/04/2000 FM Approvals (TST1867) FM 4470 3001334 01/25/2000 FM Approvals (TST1867) FM 4470 3001334 02/15/2000 FM Approvals (TST1867) FM 4470 3000857 01/12/2000 FM Approvals (TST1867) FM 4470 3004091 01/12/2000 FM Approvals (TST1867) FM 4470 3006115 05/02/2001 FM Approvals (TST1867) FM 4470 3012321 07/29/2002 FM Approvals (TST1867) FM 4470 3014692 08/05/2003 FM Approvals (TST1867) FM 4470 3014751 08/27/2003 FM Approvals (TST1867) FM 4470 3007170 01/13/2004 Exterior Research and Design, LLC. Evaluation Report M10000.03.08-R6 Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION FL10497-R6 Mule-Hide Modified Bitumen Roof Systems; (608) 365-3111 Revision 6: 09/08/2017 Page 3 of 5 Entity Examination Reference Date FM Approvals (TST1867) FM 4470 3019317 06/30/2004 FM Approvals (TST1867) FM 4470 3020703 07/30/2004 FM Approvals (TST1867) FM 4470/4474 3018332 01/31/2006 FM Approvals (TST1867) FM 4470/4474 3023368 03/20/2006 FM Approvals (TST1867) FM 4470/4474 3024594 05/23/2006 FM Approvals (TST1867) FM 4470/4474 3023458 07/18/2006 FM Approvals (TST1867) FM 4470/4474 3030668 09/12/2007 FM Approvals (TST1867) FM 4470/4474 3032172 06/12/2009 FM Approvals (TST1867) FM 4470/4474 3049631 04/21/2014 PRI (TST5878) Physical Properties PUSA-062-02-01 12/04/2007 PRI (TST5878) Physical Properties PUSA-061-02-02 01/28/2008 PRI (TST5878) Physical Properties PUSA-064-02-02 02/27/2008 PRI (TST5878) Physical Properties PUSA-062-02-02 12/04/2008 Miami-Dade (CER1592) HVHZ Compliance Various NOAs Various Miami-Dade (CER1592) Proposal for Review 10-0823 10/12/2010 UL LLC (QUA9625) Quality Control ML File No. R13850 09/23/2015 UL LLC (QUA9625) Quality Control Service Confirmation Exp. 10/06/2018 4. PRODUCT DESCRIPTION: This Evaluation Report covers Mule-Hide Modified Bitumen Roof Systems installed in accordance with Mule-Hide Products Co., Inc. published installation instructions and the Limitations / Conditions of Use herein. The following membranes make up the subject systems. TABLE 1: ROLL-GOODS FOR MULE-HIDE MODIFIED BITUMEN ROOF SYSTEMS Type Product Specification Reference Grade Type SBS Membranes Nail Base ASTM D6163 S I SA Base Sheet ASTM D6163 S I SA Base Sheet (FR) ASTM D6163 S I SA-SBS Cap Sheet ASTM D6164 G I SA-SBS Cap Sheet (FR) ASTM D6164 G I APP Membranes APP Torch Base ASTM D6509 N/A N/A APP Torch S ASTM D6222 S I APP Torch G ASTM D6222 G I APP Torch KoolCap G ASTM D6222 G I APP Torch G FR ASTM D6222 G I APP Torch KoolCap G FR ASTM D6222 G I SA-APP Cap Sheet ASTM D6222 G I SA-APP KoolCap G ASTM D6222 G I SA-APP Cap Sheet (FR) ASTM D6222 G I SA-APP KoolCap G FR ASTM D6222 G I Exterior Research and Design, LLC. Evaluation Report M10000.03.08-R6 Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION FL10497-R6 Mule-Hide Modified Bitumen Roof Systems; (608) 365-3111 Revision 6: 09/08/2017 Page 4 of 5 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity|ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Refer to a current Approved Roofing Materials Directory for fire ratings of this product. 5.4 For steel deck installations, foam plastic insulation shall be separated from the building interior in accordance with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply. 5.5 The roof system evaluation herein 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. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5.6 For recover installations, the existing roof shall be examined in accordance with FBC 1511. 5.7 For mechanically attached insulation or membrane or strip-bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16. Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 5.8 For assemblies with all components fully bonded in place, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis is permitted for these systems. 5.9 For mechanically attached insulation or membrane over existing roof decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparis on to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 5.10 For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover installation, the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface conditions exist that bring system performance into question, field uplift testing in accordance with ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124 shall be conducted on mock-ups of the proposed new roof assembly. 5.11 For bonded insulation or membrane over existing substrates in a recover installation, the exi sting roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 5.12 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with FBC Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or Roofing Application Standard RAS 111, except the basic wind speed shall be determined from FBC Figure 1609.3(1), 1609.3(2) or 1609.3(3). 5.13 All products in the roof assembly shall have quality assurance in accordance with FAC Rule 61G20-3. Exterior Research and Design, LLC. Evaluation Report M10000.03.08-R6 Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION FL10497-R6 Mule-Hide Modified Bitumen Roof Systems; (608) 365-3111 Revision 6: 09/08/2017 Page 5 of 5 6. INSTALLATION: 6.1 Mule-Hide Modified Bitumen Roof Systems shall be installed in accordance with Mule-Hide Products Co., Inc. published installation instructions, subject to the Limitations / Conditions of Use noted herein. 6.2 System attachment requirements for wind load resistance a re set forth in Appendix 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 for determination of design wind loads. 6.3 Any FBC Approved coating listed for use with SBS or APP modified bitumen may be applied to the top roof membrane without adverse effect on the system wind load performance. Refer to current Roofing Materials Directory for fire ratings associated with coating usage. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C. Rule 61G20-3 QA requirements 9. QUALITY ASSURANCE ENTITY: UL LLC – QUA9625; (314) 578-3406, k.chancellor@us.ul.com - THE 22-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - Exterior Research and Design, LLC. d/b/a Trinity|ERD Evaluation Report M10000.03.08-R6 for FL10497-R6 Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017 Prepared by: Robert Nieminen, PE-59166 Mule-Hide Modified Bitumen Roof Systems; (608) 365-3111 Appendix 1, Page 1 of 22 APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE Table Deck Application Type Description Page 1A Wood New or Reroof (Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover 4 1B-1 Wood New or Reroof (Tear-Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 4 1B-2 Wood New, Reroof (Tear-Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5 1C Wood New, Reroof (Tear-Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 6 1D Wood New, Reroof (Tear-Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 7 1E-1 Wood New or Reroof (Tear-Off) E Non-Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover 8 1E-2 Wood New, Reroof (Tear-Off) or Recover E Non-Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover 9 1F Wood New or Reroof (Tear-Off) F Non-Insulated, Bonded Roof Cover 9 2A Steel or Conc. New, Reroof (Tear-Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 10 2B Steel or Conc. New, Reroof (Tear-Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 11 3A Concrete New or Reroof (Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover 12-14 3B Concrete New or Reroof (Tear-Off) F Non-Insulated, Bonded Roof Cover 14 4A LWIC New or Reroof (Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover 15-16 4B LWIC New or Reroof (Tear-Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 16 4C LWIC New or Reroof (Tear-Off) E Non-Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 17-18 5A CWF New or Reroof (Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover 19 5B CWF New, Reroof (Tear-Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 19 5C CWF New or Reroof (Tear-Off) E Non-Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 19 6A Gypsum Reroof (Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover 20 6B Gypsum Reroof (Tear-Off) E Non-Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 21 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 21-22 The following notes apply to the systems outlined herein: 1. The roof system evaluation herein 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. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement:  Wood: Minimum 0.75-inch penetration.  Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck.  Concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer’s published installation instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, gypsum-based roof board or mineral-wool roof board that meets the QA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. 4. Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D (mechanically atta ched base sheet, bonded roof cover), whereby the base sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5. Preliminary insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016). Exterior Research and Design, LLC. d/b/a Trinity|ERD Evaluation Report M10000.03.08-R6 for FL10497-R6 Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017 Prepared by: Robert Nieminen, PE-59166 Mule-Hide Modified Bitumen Roof Systems; (608) 365-3111 Appendix 1, Page 2 of 22 6. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer’s published instructions.  Hot asphalt: Full coverage at 25-30 lbs/square.  Dow Insta-Stik Roofing Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c.  Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c.  OMG OlyBond 500 (OB500): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot). Note: OlyBond Green may be used where OlyBond 500 is referenced.  OlyBond Classic (OB Classic): Full coverage at 1 gal/square.  ICP Adhesives CR-20: Continuous 2.5-3.5-inch wide ribbons, 12-inch o.c.  Note: When multiple layers(s) of insulation and/or coverboard are installed in ribbon-applied adhesive, board joints shall be staggered.  Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. 7. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to ‘increase’ the MDP listings in the tables; rather if MDP listing below meets or exceeds that listed for a particular system in the tables, then the thinner board listed below may be used as a drop-in for the equivalent thicker material listed in the table:  Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 0.5-inch thick)  OMG OlyBond 500 (OB500): MDP -45.0 psf (Min. 0.5-inch thick Multi-Max FA-3)  OMG OlyBond 500 (OB500): MDP -187.5 psf (Min. 0.5-inch thick ISO 95+ GL)  OMG OlyBond 500 (OB500): MDP -315.0 psf (Min. 0.5-inch thick ENRGY 3)  OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.5-inch thick ACFoam II, Poly ISO 2)  ICP Adhesives CR-20: MDP -117.5 psf (Min. 1.0-inch thick) 8. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 9. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 10. For assemblies with all components fully bonded in place, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted. 11. For mechanically attached components over existing 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 and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 12. For existing substrates in a bonded recover or re-roof installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system (for recover) shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 13. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application. 14. Lightweight Insulating Concrete (LWC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced, refer to current LWC Product Approval for specific deck construction and limitations. For systems where specific LWC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top-coat thickness is 2-inches. For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1. Exterior Research and Design, LLC. d/b/a Trinity|ERD Evaluation Report M10000.03.08-R6 for FL10497-R6 Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017 Prepared by: Robert Nieminen, PE-59166 Mule-Hide Modified Bitumen Roof Systems; (608) 365-3111 Appendix 1, Page 3 of 22 15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. TABLE 1: MULE-HIDE ROOF COVERS Reference Layer Material Application SBS-SA (SBS, Self-Adhering) Base Ply One or more plies SA Base Sheet, SA Base Sheet (FR) Self-Adhering Cap SA-SBS Cap Sheet, SA-SBS Cap Sheet (FR) Note: Self-adhering membranes shall not be installed over APP-TA membranes. APP-TA (APP, Torch-Applied) Base Ply or Ply One or more plies APP Torch Base, APP Torch S Torch-Applied Cap APP Torch S, APP Torch G, APP Torch G FR, APP Torch KoolCap G, APP Torch KoolCap G FR APP-SA (APP, Self-Adhering) Cap SA-APP Cap Sheet, SA-APP Cap Sheet (FR), SA-APP KoolCap G, SA-APP KoolCap G (FR) Self-Adhering Note: Self-adhering membranes shall not be installed over APP-TA membranes. 16. Any FBC Approved coating listed for use with SBS or APP modified bitumen roofing may be applied to the top roof membrane without adverse effect on the system wind load performance. Refer to current Roofing Materials Directory for fire ratings associated with coating usage. 17. Dens Deck shall be field-primed with PG100 prior to self-adhering membrane application. Refer to tables herein for other priming requirements. 18. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure (MDP) limitations. The lesser of the MDP listings below vs. those in Table 3A applies: VAPOR BARRIER OPTIONS; STRUCTURAL CONCRETE DECK; ADHERED INSULATION PER TABLE 3A Option # Primer Vapor Barrier Insulation Adhesive MDP (psf) Type Attach VB-1. Mule-Hide 121 SA Base Sheet Self-Adhering Inta-Stik or CR-20, 12-inch o.c. -60.0 VB-2. Mule-Hide 121 APP Torch Base Torch-applied Inta-Stik or CR-20, 12-inch o.c. -75.0 VB-3. Mule-Hide 121 SA-SBS Cap Sheet Self-Adhering Insta-Stik, 12-inch o.c. -75.0 VB-4. Mule-Hide 121 SA-SBS Cap Sheet Self-Adhering Millennium One Step Foamable Adhesive, 12-inch o.c. -157.5 VB-5. Mule-Hide 121 SA-SBS Cap Sheet Self-Adhering CR-20, 12-inch o.c. -270.0 VB-6. Mule-Hide 121 SA Base Sheet, SA Base Sheet (FR) Self-Adhering Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade Adhesive, OlyBond 500 or CR-20, 12-inch o.c. -290.0 19. ”MDP” = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. Exterior Research and Design, LLC. d/b/a Trinity|ERD Evaluation Report M10000.03.08-R6 for FL10497-R6 Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017 Prepared by: Robert Nieminen, PE-59166 Mule-Hide Modified Bitumen Roof Systems; (608) 365-3111 Appendix 1, Page 4 of 22 TABLE 1A: WOOD DECKS – NEW CONSTRUCTION OR REROOF (TEAR-OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System No. Deck (Note 1) Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP (psf) Type Attach Type Attach Base Ply Ply Cap W-1 Min. 15/32- inch plywood Min. 1.5-inch ACFoam II, ACFoam III, ENRGY-3, H- Shield, H-Shield CG, Multi-Max FA3 D-IS, M-OSFA, OB500 or CR-20 (Optional) additional layers(s) of base insulation D-IS, M-OSFA, OB500 or CR-20 SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP-SA, APP-TA -52.5 TABLE 1B-1: WOOD DECKS – NEW CONSTRUCTION OR REROOF (TEAR-OFF) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER System No. Deck (Note 1) Anchor Sheet Base Insulation Top Insulation Roof Cover (Note 15) MDP (psf) Type Fasten Attach Type Attach Type Attach Base Ply Ply Cap TORCH-APPLIED BASE PLY: W-2 Min. 19/32- inch plywood Polyglass G2 Base, CertainTeed Glasbase, Firestone MB Base, JM Perma-Ply 28, Tamko Glass Base, GAFGLAS #75 32 ga., 1-5/8- inch diameter tin caps with 11 ga. annular ring shank nails 8-inch o.c. in 4-inch lap and 8-inch o.c. in three (3), equally spaced, staggered center rows (Optional) Min. 1.5- inch ACFoam II, Poly ISO 2, ENRGY- 3, H-Shield, Poly ISO 2, H-Shield CG, Multi-Max FA3 Hot asphalt Min. 0.25-inch Dens Deck, Dens Deck Prime, SECUROCK Gypsum- Fiber Roof Board Hot asphalt APP-TA (Optional) APP-TA APP-TA -60.0 W-3 Min. 15/32- inch plywood Polyglass G2 Base Simplex MAXX Cap 9-inch o.c. in 4-inch lap and 9-inch o.c. in four (4), equally spaced, staggered center rows (Optional) Min. 1.5- inch ACFoam II, Poly ISO 2, ENRGY- 3, H-Shield, Poly ISO 2, H-Shield CG, Multi-Max FA3 Hot asphalt Min. 0.25-inch Dens Deck Prime, SECUROCK Gypsum-Fiber Roof Board Hot asphalt APP-TA (Optional) APP-TA APP-TA -82.5 W-4 Min. 15/32- inch plywood Polyglass G2 Base 32 ga., 1-5/8- inch diameter tin caps with 12 ga. annular ring shank nails 6-inch o.c. in 4-inch lap and 6-inch o.c. in five (5) equally spaced, staggered center rows (Optional) Min. 1.5- inch ACFoam II, Poly ISO 2, ENRGY- 3, H-Shield, Poly ISO 2, H-Shield CG, Multi-Max FA3 Hot asphalt Min. 0.25-inch Dens Deck Prime, SECUROCK Gypsum-Fiber Roof Board Hot asphalt APP-TA (Optional) APP-TA APP-TA -90.0 SELF-ADHERING BASE PLY: W-5 Min. 19/32- inch plywood Polyglass G2 Base, CertainTeed Glasbase, Firestone MB Base, JM Perma-Ply 28, Tamko Glass Base, GAFGLAS #75 32 ga., 1-5/8- inch diameter tin caps with 11 ga. annular ring shank nails 8-inch o.c. in 4-inch lap and 8-inch o.c. in three (3), equally spaced, staggered center rows (Optional) Min. 1.5- inch ACFoam II, Poly ISO 2, ENRGY- 3, H-Shield, Poly ISO 2, H-Shield CG, Multi-Max FA3 Hot asphalt Min. 0.25-inch Dens Deck, Dens Deck Prime, SECUROCK Gypsum- Fiber Roof Board Hot asphalt SBS-SA (Optional) SBS-SA, APP- TA SBS-SA, APP-SA, APP-TA -60.0 W-6 Min. 19/32- inch plywood Nail Base 32 ga., 1-5/8- inch diameter tin caps with 12 ga. annular ring shank nails 6-inch o.c. in 4-inch lap and 6-inch o.c. in four (4), equally spaced, staggered center rows Min. 2-inch ACFoam II, Poly ISO 2, ACFoam III, H- Shield, Poly ISO 1, H-Shield CG, Multi- Max FA3, ENRGY-3 D-IS, OB500, CR-20, M- OSFA, atop fastener rows, 7-inch o.c. (Optional) Additional layers of base insulation D-IS, OB500, CR-20, M-OSFA SBS-SA (Optional) SBS-SA, APP- TA SBS-SA, APP-SA, APP-TA -60.0* Exterior Research and Design, LLC. d/b/a Trinity|ERD Evaluation Report M10000.03.08-R6 for FL10497-R6 Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017 Prepared by: Robert Nieminen, PE-59166 Mule-Hide Modified Bitumen Roof Systems; (608) 365-3111 Appendix 1, Page 5 of 22 TABLE 1B-2: WOOD DECKS – NEW CONSTRUCTION, REROOF (TEAR-OFF) OR RECOVER SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER System No. Deck (Note 1) Anchor Sheet Base Insulation Top Insulation Roof Cover (Note 15) MDP (psf) Type Fasten Attach Type Attach Type Attach Base Ply Ply Cap TORCH-APPLIED BASE PLY: W-7 Min. 19/32- inch plywood Nail Base OMG Flat Bottom Plates (square) with Roofgrip #12 12-inch o.c. in 4-inch lap and 12-inch o.c. in two (2), equally spaced, staggered center rows (Optional) Min. 1.5-inch ACFoam II, Poly ISO 2, ENRGY-3, H-Shield, Poly ISO 2, H-Shield CG, Multi- Max FA3 Hot asphalt Min. 0.25-inch Dens Deck, Dens Deck Prime, SECUROCK Gypsum- Fiber Roof Board Hot asphalt APP-TA (Optional) APP-TA APP-TA -60.0 W-8 Min. 15/32- inch plywood Polyglass G2 Base Dekfast Hex Plates with Dekfast #14, OMG 3” Round Metal Plate with OMG HD, OMG Flat Bottom Plate (Accutrac) with Roofgrip #14 or Trufast 3” Metal Insulation Plate with Trufast HD. 9-inch o.c. in 4-inch lap and 9-inch o.c. in four (4), equally spaced, staggered center rows (Optional) Min. 1.5-inch ACFoam II, Poly ISO 2, ENRGY-3, H-Shield, Poly ISO 1, H-Shield CG, Multi- Max FA3 Hot asphalt Min. 0.25-inch Dens Deck, Dens Deck Prime, SECUROCK Gypsum- Fiber Roof Board Hot asphalt APP-TA (Optional) APP-TA APP-TA -82.5 SELF-ADHERING BASE PLY: W-9 Min. 19/32- inch plywood Nail Base OMG Flat Bottom Plates (square) with Roofgrip #12 12-inch o.c. in 4-inch lap and 12-inch o.c. in two, equally spaced, staggered center rows (Optional) Min. 1.5-inch ACFoam II, Poly ISO 2, ENRGY-3, H-Shield, Poly ISO 2, H-Shield CG, Multi- Max FA3 Hot asphalt Min. 0.25-inch Dens Deck, Dens Deck Prime, SECUROCK Gypsum- Fiber Roof Board Hot asphalt SBS-SA (Optional) SBS-SA, APP- TA SBS-SA, APP-SA, APP-TA -60.0 Exterior Research and Design, LLC. d/b/a Trinity|ERD Evaluation Report M10000.03.08-R6 for FL10497-R6 Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017 Prepared by: Robert Nieminen, PE-59166 Mule-Hide Modified Bitumen Roof Systems; (608) 365-3111 Appendix 1, Page 6 of 22 TABLE 1C: WOOD DECKS – NEW CONSTRUCTION, REROOF (TEAR-OFF) OR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System No. Deck (Note 1) Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP (psf) Type Fasten Attach Base Ply Ply Cap TORCH-APPLIED BASE PLY: W-10 Min. 15/32- inch plywood (Optional) One or more layers, any combination, loose laid Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board Dekfast Hex Plates with Dekfast #14, OMG 3” Round Metal Plate with OMG HD, OMG Flat Bottom Plate (Accutrac) with Roofgrip #14 or Trufast 3” Metal Insulation Plate with Trufast HD. 1 per 2 ft2 APP-TA (Optional) APP-TA APP-TA -30.0 SELF-ADHERING BASE PLY: W-11 Min. 15/32- inch plywood (Optional) One or more layers, any combination, loose laid Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board Dekfast Hex Plates with Dekfast #14, OMG 3” Round Metal Plate with OMG HD, OMG Flat Bottom Plate (Accutrac) with Roofgrip #14 or Trufast 3” Metal Insulation Plate with Trufast HD. 1 per 2 ft2 SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP-SA, APP-TA -30.0 W-12 Min. 19/32- inch plywood (Optional) One or more layers, any combination, loose laid Min. 1.5-inch ENRGY 3, H- Shield, Poly ISO 1, Polytherm Dekfast Galvalume Steel Hex with Dekfast #12 DP or Mule-Hide 3” Insulation Plate with Mule-Hide Drill Point Fastener 1 per 1.33 ft2 SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP-SA, APP-TA -82.5 Exterior Research and Design, LLC. d/b/a Trinity|ERD Evaluation Report M10000.03.08-R6 for FL10497-R6 Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017 Prepared by: Robert Nieminen, PE-59166 Mule-Hide Modified Bitumen Roof Systems; (608) 365-3111 Appendix 1, Page 7 of 22 TABLE 1D: WOOD DECKS – NEW CONSTRUCTION, REROOF (TEAR-OFF) OR RECOVER SYSTEM TYPE D: PRELIMINARILY ATTACHED INSULATION, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System No. Deck (Note 1) Insulation Layer(s) Base Sheet Roof Cover (Note 15) MDP (psf) Type Attach Base Fasten Attach Base Ply Cap TORCH-APPLIED BASE PLY: W-13 Min. 19/32- inch plywood One or more layers, any combination Prelim. Attached Nail Base, Polyglass G2 Base, CertainTeed Glasbase, Firestone MB Base, JM Perma-Ply 28, Tamko Glass Base or GAFGLAS #75 OMG Flat Bottom Plates (square) with Roofgrip #14, Dekfast Hex with Dekfast #14 or Trufast 3” Metal Insulation Plate with Trufast HD 12-inch o.c. in 4-inch lap and 12- inch o.c. in two (2), equally spaced, staggered center rows (Optional) APP-TA APP-TA -52.5 W-14 Min. 19/32- inch plywood One or more layers, any combination Prelim. Attached Nail Base OMG Flat Bottom Plates (square) with Roofgrip #12 12-inch o.c. in 4-inch lap and 12- inch o.c. in two (2), equally spaced, staggered center rows (Optional) APP-TA APP-TA -60.0 W-15 Min. 15/32- inch plywood One or more layers, any combination Prelim. Attached Polyglass G2 Base, Nail Base Dekfast Hex Plates with Dekfast #14, OMG 3” Round Metal Plate with OMG HD, OMG Flat Bottom Plate (Accutrac) with Roofgrip #14 or Trufast 3” Metal Insulation Plate with Trufast HD. 10-inch o.c. in 4-inch lap and 10- inch o.c. in three (3), equally spaced, staggered center rows (Optional) APP-TA APP-TA -75.0 W-16 Min. 15/32- inch plywood One or more layers, any combination Prelim. Attached Polyglass G2 Base, Nail Base Dekfast Hex Plates with Dekfast #14, OMG 3” Round Metal Plate with OMG HD, OMG Flat Bottom Plate (Accutrac) with Roofgrip #14 or Trufast 3” Metal Insulation Plate with Trufast HD. 9-inch o.c. in 4-inch lap and 9- inch o.c. in four (4), equally spaced, staggered center rows (Optional) APP-TA APP-TA -90.0 SELF-ADHERING BASE PLY: W-17 Min. 19/32- inch plywood One or more layers, any combination Prelim. Attached Nail Base Dekfast Hex with Dekfast #14 or Mule-Hide 3” Insulation Plate with Mule-Hide HDP Fastener 12-inch o.c. in 4-inch lap and 12- inch o.c. in two (2), equally spaced, staggered center rows SBS-SA SBS-SA, APP-SA, APP-TA -52.5* W-18 Min. 19/32- inch plywood One or more layers, any combination Prelim. Attached Nail Base OMG Flat Bottom Plates (square) with Roofgrip #12 12-inch o.c. in 4-inch lap and 12- inch o.c. in two (2), equally spaced, staggered center rows SBS-SA SBS-SA, APP-SA, APP-TA -60.0* Exterior Research and Design, LLC. d/b/a Trinity|ERD Evaluation Report M10000.03.08-R6 for FL10497-R6 Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017 Prepared by: Robert Nieminen, PE-59166 Mule-Hide Modified Bitumen Roof Systems; (608) 365-3111 Appendix 1, Page 8 of 22 TABLE 1E-1: WOOD DECKS – NEW CONSTRUCTION OR REROOF (TEAR-OFF) SYSTEM TYPE E: NON-INSULATED, MECHANICALLY ATTACHED BASE SHEET (NAILS), BONDED ROOF COVER System No. Deck (Note 1) Base Sheet Roof Cover (Note 15) MDP (psf) Base Fasten Attach Base Ply Cap TORCH-APPLIED BASE PLY: W-19 Min. 15/32- inch plywood Nail Base Simplex MAXX Cap 9-inch o.c. at 2-inch lap and 18-inch o.c. in two (2), equally spaced, staggered center rows (Optional) APP-TA APP-TA -45.0* W-20 Min. 15/32- inch plywood Nail Base Simplex MAXX Cap 9-inch o.c. at 2-inch lap and 12-inch o.c. in two (2), equally spaced, staggered center rows (Optional) APP-TA APP-TA -52.5 W-21 Min. 15/32- inch plywood APP Torch Base, Nail Base Original Simplex Cap Nails (1-inch metal head diameter, 11 gauge x min. 1.25-inch long annular grooved shank) 6-inch o.c. at 3-inch lap and 6-inch o.c. in four (4), equally spaced, staggered center rows (Optional) APP-TA APP-TA -52.5 W-22 Min. 19/32- inch plywood Nail Base, Polyglass G2 Base, CertainTeed Glasbase, Firestone MB Base, JM Perma-Ply 28, Tamko Glass Base or GAFGLAS #75 32 ga., 1-5/8-inch diameter tin caps with 11 ga. annular ring shank nails 8-inch o.c. in 4-inch lap and 8-inch o.c. in three (3), equally spaced, staggered center rows (Optional) APP-TA APP-TA -60.0 W-23 Min. 15/32- inch plywood Polyglass G2 Base, Nail Base 32 ga., 1-5/8-inch diameter tin caps with 11 ga. annular ring shank nails 8-inch o.c. in 4-inch lap and 8-inch o.c. in four (4), equally spaced, staggered center rows (Optional) APP-TA APP-TA -67.5 W-24 Min. 15/32- inch plywood Polyglass G2 Base, Nail Base Simplex MAXX Cap 10-inch o.c. in 4-inch lap and 10-inch o.c. in three (3), equally spaced, staggered center rows (Optional) APP-TA APP-TA -75.0 W-25 Min. 15/32- inch plywood Polyglass G2 Base, Nail Base Simplex MAXX Cap 9-inch o.c. in 4-inch lap and 9-inch o.c. in four (4), equally spaced, staggered center rows (Optional) APP-TA APP-TA -90.0 W-26 Min. 15/32- inch plywood Nail Base Simplex MAXX Cap 6-inch o.c. at 2-inch lap and 6-inch o.c. in two (2), equally spaced, staggered center rows (Optional) APP-TA APP-TA -90.0 W-27 Min. 15/32- inch plywood Elastobase Simplex MAXX Cap 6-inch o.c. at 2-inch lap and 6-inch o.c. in three (3), equally spaced, staggered center rows (Optional) APP-TA APP-TA -105.0 W-28 Min. 19/32- inch plywood Elastobase or Elastobase Poly 32 ga., 1-5/8-inch diameter tin caps with 11 ga. annular ring shank nails 6-inch o.c. in 4-inch lap and 6-inch o.c. in four (4), equally spaced, staggered center rows (Optional) APP-TA APP-TA -112.5 SELF-ADHERING BASE PLY: W-29 Min. 15/32- inch plywood Nail Base Original Simplex Cap Nails (1-inch metal head diameter, 11 gauge x min. 1.25-inch long annular grooved shank) 6-inch o.c. at 3-inch lap and 6-inch o.c. in four, equally spaced, staggered center rows (Optional) SBS-SA SBS-SA, APP- SA, APP-TA -52.5 W-30 Min. 19/32- inch plywood Nail Base 32 ga., 1-5/8-inch diameter tin caps with 11 ga. annular ring shank nails 8-inch o.c. in 4-inch lap and 8-inch o.c. in three, equally spaced, staggered center rows (Optional) SBS-SA SBS-SA, APP- SA, APP-TA -60.0 W-31 Min. 19/32- inch plywood Nail Base 32 ga., 1-5/8-inch diameter tin caps with 11 ga. annular ring shank nails. 4-inch o.c. in 4-inch lap and 4-inch o.c. in four, equally spaced, staggered center rows (Optional) SBS-SA SBS-SA, APP- SA, APP-TA -97.5 W-32 Min. 19/32- inch plywood Nail Base 32 ga., 1-5/8-inch diameter tin caps with 11 ga. annular ring shank nails. Note: Tin caps are to be primed with Mule-Hide 121 or ASTM D41 primer. 6-inch o.c. in 4-inch lap and 6-inch o.c. in four, equally spaced, staggered center rows (Optional) SBS-SA SBS-SA, APP- SA, APP-TA -112.5 Exterior Research and Design, LLC. d/b/a Trinity|ERD Evaluation Report M10000.03.08-R6 for FL10497-R6 Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017 Prepared by: Robert Nieminen, PE-59166 Mule-Hide Modified Bitumen Roof Systems; (608) 365-3111 Appendix 1, Page 9 of 22 TABLE 1E-2: WOOD DECKS – NEW CONSTRUCTION, REROOF (TEAR-OFF) OR RECOVER SYSTEM TYPE E: NON-INSULATED, MECHANICALLY ATTACHED BASE SHEET (SCREWS & PLATES), BONDED ROOF COVER System No. Deck (Note 1) Base Sheet Roof Cover (Note 15) MDP (psf) Base Fasten Attach Base Ply Cap TORCH-APPLIED BASE PLY: W-33 Min. 19/32- inch plywood Nail Base, Polyglass G2 Base, CertainTeed Glasbase, Firestone MB Base, JM Perma-Ply 28, Tamko Glass Base or GAFGLAS #75 OMG Flat Bottom Plates (square) with Roofgrip #14, Dekfast Hex with Dekfast #14 or Trufast 3” Metal Insulation Plate with Trufast HD 12-inch o.c. in 4-inch lap and 12-inch o.c. in two (2), equally spaced, staggered center rows (Optional) APP-TA APP-TA -52.5 W-34 Min. 19/32- inch plywood Nail Base OMG Flat Bottom Plates (square) with Roofgrip #12 12-inch o.c. in 4-inch lap and 12-inch o.c. in two (2), equally spaced, staggered center rows (Optional) APP-TA APP-TA -60.0 W-35 Min. 15/32- inch plywood Polyglass G2 Base, Nail Base Dekfast Hex Plates with Dekfast #14, OMG 3” Round Metal Plate with OMG HD, OMG Flat Bottom Plate (Accutrac) with Roofgrip #14 or Trufast 3” Metal Insulation Plate with Trufast HD. 10-inch o.c. in 4-inch lap and 10-inch o.c. in three (3), equally spaced, staggered center rows (Optional) APP-TA APP-TA -75.0 W-36 Min. 15/32- inch plywood Polyglass G2 Base, Nail Base Dekfast Hex Plates with Dekfast #14, OMG 3” Round Metal Plate with OMG HD, OMG Flat Bottom Plate (Accutrac) with Roofgrip #14 or Trufast 3” Metal Insulation Plate with Trufast HD. 9-inch o.c. in 4-inch lap and 9-inch o.c. in four (4), equally spaced, staggered center rows (Optional) APP-TA APP-TA -90.0 W-37 Min. 15/32- inch plywood APP Torch Base or Nail Base OMG #12 Standard Roofgrip or OMG #14 Heavy Duty (min. 1-5/8-inch long) with OMG 3” Round Metal Plates or OMG Flat Bottom Metal Plates 6-inch o.c. at 4-inch lap and 6-inch o.c. in three (3), equally spaced, staggered center rows (Optional) APP-TA APP-TA -90.0 W-38 Min. 15/32- inch plywood APP Torch Base or Nail Base OMG #12 Standard Roofgrip or OMG #14 Heavy Duty (min. 1-5/8-inch long) with OMG 3” Round Metal Plates or OMG Flat Bottom Metal Plates 6-inch o.c. at 4-inch lap and 6-inch o.c. in five (5), equally spaced, staggered center rows (Optional) APP-TA APP-TA -120.0 SELF-ADHERING BASE PLY: W-39 Min. 19/32- inch plywood Nail Base Dekfast Hex with Dekfast #14 or Mule-Hide 3” Insulation Plate with Mule-Hide HDP Fastener 12-inch o.c. in 4-inch lap and 12-inch o.c. in two, equally spaced, staggered center rows SBS-SA SBS-SA, APP-SA, APP-TA -52.5* W-40 Min. 19/32- inch plywood Nail Base OMG Flat Bottom Plates (square) with Roofgrip #12 12-inch o.c. in 4-inch lap and 12-inch o.c. in two, equally spaced, staggered center rows SBS-SA SBS-SA, APP-SA, APP-TA -60.0* TABLE 1F: WOOD DECKS – NEW CONSTRUCTION OR REROOF (TEAR-OFF) SYSTEM TYPE F: NON-INSULATED, BONDED ROOF COVER System No. Deck (Note 1) Primer Roof Cover (Note 15) MDP (psf) Joint Treatment Base Ply Ply Cap W-41 Min. 15/32- inch plywood (Optional) Mule-Hide 121 None SBS-SA (Optional) SBS-SA, APP- TA SBS-SA, APP-SA, APP- TA -90.0 W-42 Min. 15/32- inch plywood (Optional) Mule-Hide 121 Plywood joints are covered with minimum 4-inch wide strips of SA Base Sheet, rolled into place to create continuous bond. SBS-SA (Optional) SBS-SA, APP- TA SBS-SA, APP-SA, APP- TA -135.0 Exterior Research and Design, LLC. d/b/a Trinity|ERD Evaluation Report M10000.03.08-R6 for FL10497-R6 Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017 Prepared by: Robert Nieminen, PE-59166 Mule-Hide Modified Bitumen Roof Systems; (608) 365-3111 Appendix 1, Page 10 of 22 TABLE 2A: STEEL OR CONCRETE DECKS – NEW CONSTRUCTION, REROOF (TEAR-OFF) OR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System No. Deck (Note 1) Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP (psf) Type Fasten Attach Base Ply Ply Cap SC-1. Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete (Optional) One or more layers, any combination, loose laid Min. 1.5-inch ACFoam II, Poly ISO 2, H-Shield, Poly ISO 1 Dekfast Galvalume Steel Hex with Dekfast #12 DP (steel only) or Dekfast #14, OMG AccuTrac Flat Bottom Plate with #12 Roofgrip (steel only) or OMG #14 Heavy Duty, Trufast 3” Metal Insulation Plate with Trufast #12 DP (steel only) or Trufast #14 HD 1 per 2.67 ft2 SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP-SA, APP-TA -30.0 SC-2. Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete (Optional) One or more layers, any combination, loose laid Min. 1.5-inch H-Shield, Poly ISO 1, Polytherm OMG AccuTrac Flat Bottom Plate with #12 Roofgrip (steel only) or OMG #14 Heavy Duty Trufast 3” Metal Insulation Plate with Trufast #12 DP (steel only) or Trufast #14 HD 1 per 2 ft2 SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP-SA, APP-TA -45.0* SC-3. Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete (Optional) One or more layers, any combination, loose laid Min. 1.5-inch H-Shield, Poly ISO 1, Polytherm Dekfast Galvalume Steel Hex with Dekfast #12 DP (steel only) or Dekfast #14 1 per 2 ft2 SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP-SA, APP-TA -60.0 SC-4. Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete (Optional) One or more layers, any combination, loose laid Min. 1.5-inch ENRGY 3, H-Shield, Poly ISO 1, Polytherm Dekfast Galvalume Steel Hex with Dekfast #12 (steel only) or #14 or Mule-Hide 3” Insulation Plate with Mule-Hide Drill Point Fastener (steel only) or Mule-Hide HDP Fastener 1 per 1.33 ft2 SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP-SA, APP-TA -82.5 Exterior Research and Design, LLC. d/b/a Trinity|ERD Evaluation Report M10000.03.08-R6 for FL10497-R6 Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017 Prepared by: Robert Nieminen, PE-59166 Mule-Hide Modified Bitumen Roof Systems; (608) 365-3111 Appendix 1, Page 11 of 22 TABLE 2B: STEEL OR CONCRETE DECKS – NEW CONSTRUCTION, REROOF (TEAR-OFF) OR RECOVER SYSTEM TYPE D: PRELIMINARILY ATTACHED INSULATION, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER NOTE: INSULATION IS OPTIONAL FOR RECOVER APPLICATIONS System No. Deck (Note 1) Insulation Layer(s) Base Sheet Roof Cover (Note 15) MDP (psf) Type Attach Base Fasten Attach Base Ply Cap SC-5. Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete One or more layers, any combination Prelim. Attached Nail Base or JM Perma-Ply 28 OMG Flat Bottom Plates (square) with Roofgrip #14, Dekfast Hex with Dekfast #14 or Trufast 3” Metal Insulation Plate with Trufast HD 12-inch o.c. in 4-inch lap and 18- inch o.c. in two, equally spaced, staggered center rows (Optional) APP-TA APP-TA -45.0* SC-6. Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete One or more layers, any combination Prelim. Attached Nail Base, Polyglass G2 Base, CertainTeed Glasbase, Firestone MB Base, JM Perma-Ply 28, Tamko Glass Base or GAFGLAS #75 OMG Flat Bottom Plates (square) with Roofgrip #14, Dekfast Hex with Dekfast #14 or Trufast 3” Metal Insulation Plate with Trufast HD 12-inch o.c. in 4-inch lap and 12- inch o.c. in two, equally spaced, staggered center rows (Optional) APP-TA APP-TA -52.5 SC-7. Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete One or more layers, any combination Prelim. Attached Nail Base OMG Flat Bottom Plates (square) with Roofgrip #14, Dekfast Hex with Dekfast #14 or Mule-Hide 3” Insulation Plate with Mule-Hide HDP Fastener 12-inch o.c. in 4-inch lap and 12- inch o.c. in two, equally spaced, staggered center rows SBS-SA SBS-SA, APP-SA -52.5* SC-8. Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete One or more layers, any combination Prelim. Attached Nail Base OMG Flat Bottom Plates (square) with Roofgrip #12 (steel only) or #14 12-inch o.c. in 4-inch lap and 12- inch o.c. in two, equally spaced, staggered center rows (Optional) APP-TA APP-TA -60.0 SC-9. Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete One or more layers, any combination Prelim. Attached Nail Base OMG Flat Bottom Plates (square) with Roofgrip #12 (steel only) or #14 12-inch o.c. in 4-inch lap and 12- inch o.c. in two, equally spaced, staggered center rows SBS-SA SBS-SA, APP-SA -60.0* SC-10. Min. 22 ga., type B, Grade 80 steel or min. 2,500 psi structrual concrete One or more layers, any combination Prelim. Attached APP Torch S Dekfast isofast IF-2.375-AT Plates with Dekfast #15 HS 12-inch o.c. withiin the 5-inch wide, heat-welded side lap (Optional) APP-TA APP-TA -82.5 SC-11. Min. 22 ga., type B, Grade 80 steel or min. 2,500 psi structrual concrete One or more layers, any combination Prelim. Attached APP Torch S Trufast 2.4 in. Barbed Seam Plates with Trufast EHD Fasteners 12-inch o.c. within the 6-inch wide, heat-welded side lap (Optional) APP-TA APP-TA -82.5 SC-12. Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi structrual concrete One or more layers, any combination Prelim. Attached APP Torch S Dekfast Hex with Dekfast #14 or OMG Flat Bottom Plates with OMG Roofgrip #14 12-inch o.c. within the 4-inch lap and 18-inch o.c. in two, equally spaced, staggered center rows (Optional) APP-TA APP-TA -112.5 Exterior Research and Design, LLC. d/b/a Trinity|ERD Evaluation Report M10000.03.08-R6 for FL10497-R6 Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017 Prepared by: Robert Nieminen, PE-59166 Mule-Hide Modified Bitumen Roof Systems; (608) 365-3111 Appendix 1, Page 12 of 22 TABLE 3A: CONCRETE DECKS – NEW CONSTRUCTION OR REROOF (TEAR-OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER NOTE: FOR VAPOR BARRIER OPTIONS REFER TO NOTE 17 System No. Deck (Note 1) Primer Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP (psf) Type Attach Type Attach Base Ply Ply Cap SELF-ADHERING BASE PLY WITH BASE INSULATION AND OPTIONAL TOP INSULATION OF THE SAME TYPE: C-1 Concrete (Optional) Mule-Hide 121 Min. 1.5-inch H-Shield, Poly ISO 1, Multi-Max FA3 D-IS (Optional) additional layers(s) of base insulation D-IS SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP-SA, APP-TA -67.5 C-2 Concrete (Optional) Mule-Hide 121 Min. 1.5-inch ACFoam II, Poly ISO 2, ENRGY 3 D-IS (Optional) additional layers(s) of base insulation D-IS SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP-SA, APP-TA -135.0 C-3 Concrete None Min. 1.5-inch, min. 1.5 pcf EPS insulation board D-IS (Optional) additional layers of base insulation D-IS SBS-SA (Optional) SBS-SA SBS-SA, APP-SA -157.5 C-4 Concrete None Min. 1.5-inch, min. 2.0 pcf EPS insulation board OB500 (Optional) additional layers of base insulation OB500 SBS-SA (Optional) SBS-SA SBS-SA, APP-SA -120.0 C-5 Concrete None Min. 1.5-inch ENRGY 3 OB500 (Optional) additional layers(s) of base insulation OB500 SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP-SA, APP-TA -127.5 C-6 Concrete None Min. 1.5-inch ACFoam II, Poly ISO 2, H-Shield, Poly ISO 1 OB500 (Optional) additional layers(s) of base insulation OB500 SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP-SA, APP-TA -150.0 C-7 Concrete None Min. 1.5-inch ACFoam II, Poly ISO 2, ENRGY 3, H-Shield, Poly ISO 1, Multi-Max FA3 M-OSFA (Optional) additional layers(s) of base insulation M-OSFA SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP-SA, APP-TA -232.5 C-8 Concrete None Min. 1.5-inch, min. 2.0 pcf EPS insulation board CR-20 (Optional) additional layers of base insulation CR-20 SBS-SA (Optional) SBS-SA SBS-SA, APP-SA -240.0 C-9 Concrete None Min. 1.5-inch ACFoam II, Poly ISO 2, ACFoam III, ENRGY 3, H-Shield, Poly ISO 1, H-Shield CG , Multi-Max FA3, ISO 95+ GL CR-20 (Optional) additional layers(s) of base insulation CR-20 SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP-SA, APP-TA -270.0 C-10 Concrete None Min. 2-inch ACFoam II, Poly ISO 2, H-Shield, Poly ISO 1 OB Classic (Optional) additional layers(s) of base insulation OB Classic SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP-SA, APP-TA -270.0 C-11 Concrete Mule-Hide 121 Min. 1.5-inch ACFoam II, Poly ISO 2, ACFoam III, ENRGY 3, H-Shield, Poly ISO 1, H-Shield CG, Multi-Max FA3 Hot asphalt (Optional) additional layers(s) of base insulation Hot asphalt SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP-SA, APP-TA -480.0 SELF-ADHERING BASE PLY WITH BASE INSULATION AND COVERBOARD: C-12 Concrete None Min. 1.5-inch Multi-Max FA3 D-IS Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board D-IS SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP-SA, APP-TA -67.5 C-13 Concrete None Min. 1.5-inch, min. 2.0 pcf ASTM C578 Expanded Polystyrene, ACFoam II, Poly ISO 2, ENRGY 3 , H-Shield, Poly ISO 1 D-IS Min. 0.25-inch Dens Deck Prime D-IS SBS-SA (Optional) SBS-SA SBS-SA, APP-SA -72.5 C-14 Concrete None Min. 1.5-inch, min. 2.0 pcf ASTM C578 Expanded Polystyrene D-IS Min. 0.25-inch Dens Deck, Dens Deck Prime D-IS SBS-SA (Optional) APP-TA APP-TA -120.0 C-15 Concrete None Min. 2-inch ACFoam II, Poly ISO 2, ENRGY-3, H- Shield, Poly ISO 1 D-IS Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board D-IS SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP-SA, APP-TA -247.5 Exterior Research and Design, LLC. d/b/a Trinity|ERD Evaluation Report M10000.03.08-R6 for FL10497-R6 Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017 Prepared by: Robert Nieminen, PE-59166 Mule-Hide Modified Bitumen Roof Systems; (608) 365-3111 Appendix 1, Page 13 of 22 TABLE 3A: CONCRETE DECKS – NEW CONSTRUCTION OR REROOF (TEAR-OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER NOTE: FOR VAPOR BARRIER OPTIONS REFER TO NOTE 17 System No. Deck (Note 1) Primer Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP (psf) Type Attach Type Attach Base Ply Ply Cap C-16 Concrete None Min. 1.5-inch ACFoam II, Poly ISO 2, ENRGY 3, H-Shield, Poly ISO 1 or ISO 95+GL OB500 Min. 0.25-inch Dens Deck Prime OB500 SBS-SA (Optional) SBS-SA SBS-SA, APP-SA -72.5 C-17 Concrete None Min. 1.5-inch ENRGY 3 OB500 Min. 0.25-inch Dens Deck, Dens Deck Prime OB500 SBS-SA (Optional) APP-TA APP-TA -127.5 C-18 Concrete None Min. 1.5-inch ACFoam II, Poly ISO 2, H-Shield, Poly ISO 1, ISO 95+GL OB500 Min. 0.25-inch Dens Deck, Dens Deck Prime OB500 SBS-SA (Optional) APP-TA APP-TA -150.0 C-19 Concrete None Min. 2-inch ACFoam II, Poly ISO 2, ENRGY-3, H- Shield, Poly ISO 1 OB500 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board OB500 SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP-SA, APP-TA -247.5 C-20 Concrete None Min. 1.5-inch ACFoam II, Poly ISO 2, ENRGY 3, H-Shield, Poly ISO 1, Multi-Max FA3 M-OSFA Min. 0.25-inch Dens Deck Prime M-OSFA SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP-SA, APP-TA -72.5 C-21 Concrete None Min. 1.5-inch ACFoam II, Poly ISO 2, ENRGY 3, H-Shield, Poly ISO 1, Multi-Max FA3 M-OSFA Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board M-OSFA SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP-SA, APP-TA -232.5 C-22 Concrete None Min. 2-inch ACFoam II, Poly ISO 2, ENRGY-3, H- Shield, Poly ISO 1 M-OSFA Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board M-OSFA SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP-SA, APP-TA -247.5 C-23 Concrete None Min. 1.5-inch, min. 2.0 pcf ASTM C578 Expanded Polystyrene CR-20 Min. 0.25-inch Dens Deck Prime CR-20 SBS-SA (Optional) SBS-SA SBS-SA, APP-SA -72.5 C-24 Concrete None Min. 1.5-inch, min. 2.0 pcf ASTM C578 Expanded Polystyrene CR-20 Min. 0.25-inch Dens Deck, Dens Deck Prime CR-20 SBS-SA (Optional) APP-TA APP-TA -240.0 C-25 Concrete None Min. 1.5-inch Ultra-Max, Multi-Max FA-3, min. 1.3-inch ACFoam III or min. 1.0-inch ISO 95+GL, H-Shield, Poly ISO 1, H-Shield CG, ENRGY 3 CR-20 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board CR-20 SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP-SA, APP-TA -240.0 C-26 Concrete None Min. 2-inch ACFoam II, Poly ISO 2, ENRGY-3, H- Shield, Poly ISO 1 CR-20 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board CR-20 SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP-SA, APP-TA -247.5 C-27 Concrete None Min. 2-inch ACFoam II, Poly ISO 2, H-Shield, Poly ISO 1 OB Classic Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board OB Classic SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP-SA, APP-TA -350.0 C-28 Concrete Mule-Hide 121 Min. 1.5-inch ACFoam II, Poly ISO 2, ACFoam III, ENRGY 3, H-Shield, Poly ISO 1, H-Shield CG, Multi-Max FA3 Hot asphalt Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board Hot asphalt SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP-SA, APP-TA -350.0 TORCH APPLIED BASE PLY: C-29 Concrete None Min. 2-inch ACFoam II, Poly ISO 2, H-Shield, Poly ISO 1 D-IS Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board D-IS APP-TA (Optional) APP-TA APP-TA -232.5 C-30 Concrete None Min. 2-inch ACFoam II, Poly ISO 2, H-Shield, Poly ISO 1 OB500 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board OB500 APP-TA (Optional) APP-TA APP-TA -232.5 C-31 Concrete None Min. 2-inch ACFoam II, Poly ISO 2, H-Shield, Poly ISO 1 M-OSFA Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board M-OSFA APP-TA (Optional) APP-TA APP-TA -232.5 Exterior Research and Design, LLC. d/b/a Trinity|ERD Evaluation Report M10000.03.08-R6 for FL10497-R6 Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017 Prepared by: Robert Nieminen, PE-59166 Mule-Hide Modified Bitumen Roof Systems; (608) 365-3111 Appendix 1, Page 14 of 22 TABLE 3A: CONCRETE DECKS – NEW CONSTRUCTION OR REROOF (TEAR-OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER NOTE: FOR VAPOR BARRIER OPTIONS REFER TO NOTE 17 System No. Deck (Note 1) Primer Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP (psf) Type Attach Type Attach Base Ply Ply Cap C-32 Concrete None Min. 1.5-inch Ultra-Max or Multi-Max FA-3, min. 1.3-inch ACFoam III or min. 1.0-inch ISO 95+GL, H-Shield, Poly ISO 1, H-Shield CG or ENRGY 3 CR-20 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board CR-20 APP-TA (Optional) APP-TA APP-TA -232.5 C-33 Concrete None (Optional) Min. 2-inch ACFoam II, Poly ISO 2, H- Shield, Poly ISO 1 OB Classic Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board OB Classic APP-TA (Optional) APP-TA APP-TA -232.5 C-34 Concrete Mule-Hide 121 Min. 1.5-inch ACFoam II, Poly ISO 2, ACFoam III, ENRGY 3, H-Shield, Poly ISO 1, H-Shield CG, Multi-Max FA3 Hot asphalt Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board Hot asphalt APP-TA (Optional) APP-TA APP-TA -232.5 TABLE 3B: CONCRETE DECKS – NEW CONSTRUCTION OR REROOF (TEAR-OFF) SYSTEM TYPE F: NON-INSULATED, BONDED BASE SHEET, BONDED ROOF COVER System No. Deck (Note 1) Primer Roof Cover (Note 15) MDP (psf) Base Ply Ply Cap C-35 Concrete Mule-Hide 121 SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP-SA, APP-TA -315.0 Exterior Research and Design, LLC. d/b/a Trinity|ERD Evaluation Report M10000.03.08-R6 for FL10497-R6 Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017 Prepared by: Robert Nieminen, PE-59166 Mule-Hide Modified Bitumen Roof Systems; (608) 365-3111 Appendix 1, Page 15 of 22 TABLE 4A: LIGHTWEIGHT CONCRETE DECKS – NEW CONSTRUCTION OR REROOF (TEAR-OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System No. Deck (Note 1) Base Insulation Layer Coverboard Roof Cover (Note 15) MDP (psf) Struct. Deck LWC Type Attach Type Attach Base Ply Ply Cap SELF-ADHERING BASE PLY WITH BASE INSULATION AND OPTIONAL TOP INSULATION OF THE SAME TYPE: LWC-1 Concrete Min. 200 psi, min 2-inch Elastizell Min. 1.5-inch, min. 2.0 pcf ASTM C578 expanded polystyrene OB500 (Optional) Additional layers of base insulation OB500 SBS-SA (Optional) SBS-SA SBS-SA, APP-SA -120.0 LWC-2 Concrete Min. 200 psi, min 2-inch Elastizell Min. 1.5-inch ACFoam II, Poly ISO 2, ENRGY 3, ISO 95+ GL, H-Shield, Poly ISO 1 OB500 (Optional) Additional layers of base insulation OB500 SBS-SA (Optional) SBS-SA, APP- TA SBS-SA, APP-SA, APP-TA -225.0 LWC-3 Concrete Min. 200 psi, min. 2-inch Elastizell Min. 1.5-inch, min. 2.0 pcf ASTM C578 expanded polystyrene CR-20 (Optional) Additional layers of base insulation CR-20 SBS-SA (Optional) SBS-SA SBS-SA, APP-SA -180.0 LWC-4 Concrete Min. 200 psi, min. 2-inch Elastizell Min. 1.5-inch ACFoam II, Poly ISO 2, ACFoam III, ENRGY 3, ISO 95+ GL, H-Shield, Poly ISO 1, H-Shield CG, Multi-Max FA3 CR-20 (Optional) Additional layers of base insulation CR-20 SBS-SA (Optional) SBS-SA, APP- TA SBS-SA, APP-SA, APP-TA -180.0 LWC-5 Concrete Min. 200 psi, min. 2-inch Celcore or Mearlcrete Min. 1.5-inch, min. 2.0 pcf ASTM C578 expanded polystyrene CR-20 (Optional) Additional layers of base insulation CR-20 SBS-SA (Optional) SBS-SA SBS-SA, APP-SA -222.5 LWC-6 Concrete Min. 200 psi, min. 2-inch Celcore or Mearlcrete Min. 1.5-inch ACFoam II, Poly ISO 2, ACFoam III, ENRGY 3, ISO 95+ GL, H-Shield, Poly ISO 1, H-Shield CG, Multi-Max FA3 CR-20 (Optional) Additional layers of base insulation CR-20 SBS-SA (Optional) SBS-SA, APP- TA SBS-SA, APP-SA, APP-TA -222.5 SELF-ADHERING BASE PLY WITH BASE INSULATION AND COVERBOARD: LWC-7 Concrete Min. 200 psi, min 2-inch Elastizell Min. 1.5-inch, min. 2.0 pcf ASTM C578 expanded polystyrene OB500 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board OB500 SBS-SA (Optional) SBS-SA, APP- TA SBS-SA, APP-SA, APP-TA -120.0 LWC-8 Concrete Min. 200 psi, min 2-inch Elastizell Min. 1.5-inch ACFoam II, Poly ISO 2, ENRGY 3, ISO 95+ GL, H-Shield, Poly ISO 1 OB500 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board OB500 SBS-SA (Optional) SBS-SA, APP- TA SBS-SA, APP-SA, APP-TA -225.0 LWC-9 Concrete Min. 200 psi, min. 2-inch Elastizell Min. 1.5-inch ACFoam II, Poly ISO 2, ACFoam III, ENRGY 3, ISO 95+ GL, H-Shield, Poly ISO 1, H-Shield CG, Multi-Max FA3 or min. 2.0 pcf ASTM C578 expanded polystyrene CR-20 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board CR-20 SBS-SA (Optional) SBS-SA, APP- TA SBS-SA, APP-SA, APP-TA -180.0 LWC-10 Concrete Min. 200 psi, min. 2-inch Celcore or Mearlcrete Min. 1.5-inch ACFoam II, Poly ISO 2, ACFoam III, ENRGY 3, ISO 95+ GL, H-Shield, Poly ISO 1, H-Shield CG, Multi-Max FA3 or min. 2.0 pcf ASTM C578 expanded polystyrene CR-20 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board CR-20 SBS-SA (Optional) SBS-SA, APP- TA SBS-SA, APP-SA, APP-TA -222.5 TORCH APPLIED BASE PLY: LWC-11 Concrete Min. 200 psi, min 2-inch Elastizell Min. 1.5-inch ACFoam II, Poly ISO 2, ENRGY 3, ISO 95+ GL, H-Shield, Poly ISO 1 OB500 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board OB500 BP-AA, SBS- AA, APP-TA (Optional) BP-AA, SBS- AA, SBS-TA or APP-TA SBS-AA, SBS-TA, APP-TA -225.0 LWC-12 Concrete Min. 200 psi, min. 2-inch Elastizell Min. 1.5-inch ACFoam II, Poly ISO 2, ACFoam III, ENRGY 3, ISO 95+ GL, H-Shield, Poly ISO 1, H-Shield CG, Multi-Max FA3 or min. 2.0 pcf ASTM C578 expanded polystyrene CR-20 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board CR-20 BP-AA, SBS- AA, APP-TA (Optional) BP-AA, SBS- AA, SBS-TA or APP-TA SBS-AA, SBS-TA, APP-TA -180.0 Exterior Research and Design, LLC. d/b/a Trinity|ERD Evaluation Report M10000.03.08-R6 for FL10497-R6 Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017 Prepared by: Robert Nieminen, PE-59166 Mule-Hide Modified Bitumen Roof Systems; (608) 365-3111 Appendix 1, Page 16 of 22 TABLE 4A: LIGHTWEIGHT CONCRETE DECKS – NEW CONSTRUCTION OR REROOF (TEAR-OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System No. Deck (Note 1) Base Insulation Layer Coverboard Roof Cover (Note 15) MDP (psf) Struct. Deck LWC Type Attach Type Attach Base Ply Ply Cap LWC-13 Concrete Min. 200 psi, min. 2-inch Celcore or Mearlcrete Min. 1.5-inch ACFoam II, Poly ISO 2, ACFoam III, ENRGY 3, ISO 95+ GL, H-Shield, Poly ISO 1, H-Shield CG, Multi-Max FA3 or min. 2.0 pcf ASTM C578 expanded polystyrene CR-20 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board CR-20 BP-AA, SBS- AA, APP-TA (Optional) BP-AA, SBS- AA, SBS-TA or APP-TA SBS-AA, SBS-TA, APP-TA -222.5 TABLE 4B: LIGHTWEIGHT CONCRETE DECKS – NEW CONSTRUCTION OR REROOF (TEAR-OFF) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER System No. Deck (Note 1) Anchor Sheet Base Insulation Top Insulation Roof Cover (Note 15) MDP (psf) Struct LWC Type Fasten Attach Type Attach Type Attach Base Ply Ply Cap LWC-14 Min. 22 ga., Type B, vented steel at max. 5 ft spans Min. 300 psi Approved cellular LWC GAFGLAS #75 OMG CR BSF 7-inch o.c. at 4-inch lap and 7-inch o.c. in two, equally spaced center rows Min. 1.5-inch ACFoam II, Poly ISO 2, H-Shield, Poly ISO 1, Multi-Max FA3, Polytherm Hot asphalt None N/A SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP- SA, APP-TA -45.0 Exterior Research and Design, LLC. d/b/a Trinity|ERD Evaluation Report M10000.03.08-R6 for FL10497-R6 Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017 Prepared by: Robert Nieminen, PE-59166 Mule-Hide Modified Bitumen Roof Systems; (608) 365-3111 Appendix 1, Page 17 of 22 TABLE 4C: LIGHTWEIGHT CONCRETE DECKS – NEW CONSTRUCTION OR REROOF (TEAR-OFF) SYSTEM TYPE E: MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System No. Deck (Note 1) Base Sheet Roof Cover (Note 15) MDP (psf) Structural Deck Lightweight Concrete Type Fasten Attach Base Ply Cap CELCORE CELLULAR LIGHTWEIGHT INSULATING CONCRETE: LWC-15 Min. 22 ga., type B steel at max 5 ft spans or structural concrete Min. 225 psi, min. 2-inch thick Celcore MF Polyglass G2 Base, Nail Base Trufast Twin Loc-Nail 9-inch o.c. in a 4-inch lap and 18-inch o.c. in two, equally spaced, staggered rows in the field of the sheet (Optional) APP-TA APP-TA -45.0 LWC-16 Min. 22 ga., type B steel at max 5 ft spans or structural concrete Min. 225 psi, min. 2-inch thick Celcore MF Nail Base Trufast Twin Loc-Nail 9-inch o.c. in a 4-inch lap and 18-inch o.c. in two, equally spaced, staggered rows in the field of the sheet SBS-SA SBS-SA, APP-SA, APP-TA -45.0 LWC-17 Min. 22 ga., type B steel at max 5 ft spans or structural concrete Min. 300 psi, min. 2-inch thick Celcore MF Nail Base Trufast FM-90 8-inch o.c. in a 4-inch lap and 8-inch o.c. in three equally spaced, staggered center rows (Optional) APP-TA APP-TA -60.0 LWC-18 Min. 22 ga., type B steel at max 5 ft spans or structural concrete Min. 300 psi, min. 2-inch thick Celcore MF Nail Base Trufast FM-90 8-inch o.c. in a 4-inch lap and 8-inch o.c. in three equally spaced, staggered center rows SBS-SA SBS-SA, APP-SA, APP-TA -60.0 LWC-19 Min. 22 ga., type B steel at max 5 ft spans or structural concrete Min. 300 psi, min. 2-inch thick Celcore Polyglass G2 Base, Nail Base, GAFGLAS #75, GAFGLAS Stratavent Nailable Venting Base Sheet, GAFGLAS Ply 4, GAFGLAS FlexPly 6, JM Perma Ply No. 28, JM Vensulation, JM GlasPly IV. GlasPly Premier. Tamko Glass-Base, Tamko Vapor-Chan Trufast FM-90 or OMG CR BPF 7-inch o.c. in a 3-inch lap and 7-inch o.c. in two, equally spaced, staggered rows in the field of the sheet APP-TA APP-TA -75.0 LWC-20 Min. 22 ga., type B steel at max 5 ft spans or structural concrete Min. 300 psi, min. 2-inch thick Celcore MF Nail Base Trufast FM-290 10-inch o.c. in a 4-inch lap and 10-inch o.c. in three equally spaced, staggered center rows (Optional) APP-TA APP-TA -90.0 ELASTIZELL CELLULAR LIGHTWEIGHT INSULATING CONCRETE: LWC-21 Min. 0.0179-inch Tensilform S-75 or min. 0.0205-inch Tensilform 75 at max. 5 ft spans or structural concrete Min. 200 psi, min. 2-inch thick Elastizell Range II Polyglass G2 Base, Nail Base, GAFGLAS #75, GAFGLAS Stratavent Nailable Venting Base Sheet, GAFGLAS Ply 4, GAFGLAS FlexPly 6, JM Perma Ply No. 28, JM Vensulation, JM GlasPly IV. GlasPly Premier. Tamko Glass-Base, Tamko Vapor-Chan Trufast FM-90 or OMG CR BPF 7.5-inch o.c. in a 3-inch lap and 7.5-inch o.c. in two, equally spaced, staggered rows in the field of the sheet APP-TA APP-TA -30.0 LWC-22 Min. 0.0179-inch Tensilform S-75 or min. 0.0205-inch Tensilform 75 at max. 5 ft spans or structural concrete Min. 200 psi, min. 2-inch thick Elastizell Range II Nail Base Trufast FM-90 or OMG CR BPF 7.5-inch o.c. in a 3-inch lap and 7.5-inch o.c. in two, equally spaced, staggered rows in the field of the sheet SBS-SA SBS-SA, APP-SA, APP-TA -30.0 LWC-23 Min. 22 ga., type B steel at max 5 ft spans or structural concrete Min. 200 psi, min. 2-inch thick Elastizell Range II Polyglass G2 Base, Nail Base, GAFGLAS #75, GAFGLAS Stratavent Nailable Venting Base Sheet, GAFGLAS Ply 4, GAFGLAS FlexPly 6, JM Perma Ply No. 28, JM Vensulation, JM GlasPly IV. GlasPly Premier. Tamko Glass-Base, Tamko Vapor-Chan Trufast FM-90 or OMG CR BPF 7-inch o.c. in a 3-inch lap and 7-inch o.c. in two, equally spaced, staggered rows in the field of the sheet APP-TA APP-TA -45.0 Exterior Research and Design, LLC. d/b/a Trinity|ERD Evaluation Report M10000.03.08-R6 for FL10497-R6 Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017 Prepared by: Robert Nieminen, PE-59166 Mule-Hide Modified Bitumen Roof Systems; (608) 365-3111 Appendix 1, Page 18 of 22 TABLE 4C: LIGHTWEIGHT CONCRETE DECKS – NEW CONSTRUCTION OR REROOF (TEAR-OFF) SYSTEM TYPE E: MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System No. Deck (Note 1) Base Sheet Roof Cover (Note 15) MDP (psf) Structural Deck Lightweight Concrete Type Fasten Attach Base Ply Cap LWC-24 Min. 22 ga., type B steel at max 5 ft spans or structural concrete Min. 200 psi, min. 2-inch thick Elastizell Range II Nail Base Trufast FM-90 or OMG CR BPF 7-inch o.c. in a 3-inch lap and 7-inch o.c. in two, equally spaced, staggered rows in the field of the sheet SBS-SA SBS-SA, APP-SA, APP-TA -45.0 LWC-25 Min. 22 ga., type B vented steel at max 5 ft spans or structural concrete Min. 350 psi, min. 2-inch thick Elastizell with Zell-Crete Fibers, supplemental attached with Roofgrip #21 and 3-inch plates at 1 per 8 ft2 Nail Base Trufast FM-290 8-inch o.c. in a 4-inch lap and 8-inch o.c. in three, equally spaced, staggered rows in the field of the sheet (Optional) APP-TA APP-TA -52.5 LWC-26 Min. 22 ga., type B steel at max 5 ft spans or structural concrete Min. 350 psi, min. 2-inch thick Elastizell with Zell-Crete Fibers, supplemental attached with Roofgrip #21 and 3-inch plates at 1 per 8 ft2 Nail Base Trufast Twin Loc-Nails (min. 1.8-inch) 6-inch o.c. in a 4-inch lap and 6-inch o.c. in three, equally spaced, staggered rows in the field of the sheet APP-TA APP-TA -60.0 LWC-27 Min. 22 ga., type B steel at max 5 ft spans or structural concrete Min. 350 psi, min. 2-inch thick Elastizell with Zell-Crete Fibers, supplemental attached with Roofgrip #21 and 3-inch plates at 1 per 8 ft2 Nail Base Trufast Twin Loc-Nails (min. 1.8-inch) 6-inch o.c. in a 4-inch lap and 6-inch o.c. in three, equally spaced, staggered rows in the field of the sheet SBS-SA SBS-SA, APP-SA, APP-TA -60.0 MEARLCRETE CELLULAR LIGHTWEIGHT INSULATING CONCRETE: LWC-28 Min. 22 ga., type B steel at max 5 ft spans or structural concrete Min. 300 psi, min. 2-inch thick Mearlcrete Polyglass G2 Base, Nail Base, Tamko Vapor Chan Trufast FM-90 or OMG CR BPF 7-inch o.c. in a 4-inch lap and 7-inch o.c. in two, equally spaced, staggered rows in the field of the sheet APP-TA APP-TA -45.0 LWC-29 Min. 22 ga., type B steel at max 5 ft spans or structural concrete Min. 300 psi, min. 2-inch thick Mearlcrete Nail Base Trufast FM-90 or OMG CR BPF 7-inch o.c. in a 4-inch lap and 7-inch o.c. in two, equally spaced, staggered rows in the field of the sheet SBS-SA SBS-SA, APP-SA, APP-TA -45.0 LWC-30 Min. 22 ga., type B steel at max 5 ft spans or structural concrete Min. 300 psi, min. 2-inch thick Mearlcrete Polyglass G2 Base, Nail Base, GAFGLAS #75, JM Perma Ply No. 28, Tamko Glass-Base Trufast FM-90 or OMG CR BPF 7-inch o.c. in a 4-inch lap and 7-inch o.c. in two, equally spaced, staggered rows in the field of the sheet BP-AA, SBS- AA, SBS-TA, or APP-TA SBS-AA, SBS-TA, or APP-TA -52.5 LWC-31 Min. 22 ga., type B steel at max 5 ft spans or structural concrete Min. 300 psi, min. 2-inch thick Mearlcrete Nail Base Trufast FM-90 or OMG CR BPF 7-inch o.c. in a 4-inch lap and 7-inch o.c. in two, equally spaced, staggered rows in the field of the sheet SBS-SA SBS-SA, APP-SA, APP-TA -52.5 Exterior Research and Design, LLC. d/b/a Trinity|ERD Evaluation Report M10000.03.08-R6 for FL10497-R6 Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017 Prepared by: Robert Nieminen, PE-59166 Mule-Hide Modified Bitumen Roof Systems; (608) 365-3111 Appendix 1, Page 19 of 22 TABLE 5A: CEMENTITIOUS WOOD FIBER DECKS – NEW CONSTRUCTION OR REROOF (TEAR-OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System No. Deck (Note 1) Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP (psf) Type Attach Type Attach Base Ply Ply Cap CWF-1 Min. 2.5-inch Tectum Plank or Tectum LS Plank Min. 1.5-inch ACFoam II, Poly ISO 2, ISO 95+GL, H-Shield, Poly ISO 1, Polytherm, ENRGY-3 D-IS or OB500 Min. 0.25-inch Dens Deck, Dens Deck Prime, SECUROCK Gypsum-Fiber Roof Board D-IS or OB500 SBS-SA, APP-TA (Optional) SBS-SA, APP-TA SBS-SA, APP-SA, APP-TA -45.0 CWF-2 Min. 2.5-inch Tectum Plank or Tectum LS Plank Min. 1.5-inch ACFoam II, Poly ISO 2, ISO 95+GL, H-Shield, Poly ISO 1, Polytherm, ENRGY-3 CR-20 Min. 0.25-inch Dens Deck, Dens Deck Prime, SECUROCK Gypsum-Fiber Roof Board CR-20 SBS-SA, APP-TA (Optional) SBS-SA, APP-TA SBS-SA, APP-SA, APP-TA -52.5 TABLE 5B: CEMENTITIOUS WOOD FIBER DECKS – NEW CONSTRUCTION OR REROOF (TEAR-OFF) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER System No. Deck (Note 1) Anchor Sheet Base Insulation Top Insulation Roof Cover (Note 15) MDP (psf) Type Fasten Attach Type Attach Type Attach Base Ply Ply Cap CWF-3 Min. 2.5-inch Tectum Plank or Tectum LS Plank Nail Base, Polyglass G2 Base Trufast Inuldek Loc-Nail 9-inch o.c. in 4-inch lap and 12-inch o.c. in two, equally spaced, staggered center rows Min. 1.5-inch ACFoam II, Poly ISO 2, ACFoam III, ISO95+GL, H-Shield, Poly ISO 1, ENRGY 3, Polytherm or Multi- Max FA3, Hot asphalt Min. 0.25-inch Dens Deck, Dens Deck Prime, SECUROCK Gypsum-Fiber Roof Board Hot asphalt SBS-SA, APP-TA (Optional) SBS- SA, APP-TA SBS-SA, APP-SA, APP-TA -30.0* CWF-4 Min. 2.5-inch Tectum Plank or Tectum LS Plank Nail Base, Polyglass G2 Base Trufast Twin Loc- Nail 9-inch o.c. in 4-inch lap and 18-inch o.c. in two, equally spaced, staggered center rows Min. 1.5-inch ACFoam II, Poly ISO 2, ACFoam III, ISO95+GL, H-Shield, Poly ISO 1, ENRGY 3, Polytherm or Multi- Max FA3, Hot asphalt Min. 0.25-inch Dens Deck, Dens Deck Prime, SECUROCK Gypsum-Fiber Roof Board Hot asphalt SBS-SA, APP-TA (Optional) SBS- SA, APP-TA SBS-SA, APP-SA, APP-TA -45.0* TABLE 5C: CEMENTITIOUS WOOD FIBER DECKS – NEW CONSTRUCTION OR REROOF (TEAR-OFF) SYSTEM TYPE E: NON-INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System No. Deck (Note 1) Base Sheet Roof Cover (Note 15) MDP (psf) Base Fasten Attach Base Ply Cap CWF-5 Min. 2.5-inch Tectum Plank or Tectum LS Plank Nail Base, Polyglass G2 Base Trufast Inuldek Loc-Nail 9-inch o.c. in 4-inch lap and 12-inch o.c. in two, equally spaced, staggered center rows (Optional) APP-TA APP-TA -30.0* CWF-6 Min. 2.5-inch Tectum Plank or Tectum LS Plank Nail Base, Polyglass G2 Base Trufast Twin Loc-Nails 9-inch o.c. in 4-inch lap and 18-inch o.c. in two, equally spaced, staggered center rows (Optional) APP-TA APP-TA -45.0* Exterior Research and Design, LLC. d/b/a Trinity|ERD Evaluation Report M10000.03.08-R6 for FL10497-R6 Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017 Prepared by: Robert Nieminen, PE-59166 Mule-Hide Modified Bitumen Roof Systems; (608) 365-3111 Appendix 1, Page 20 of 22 TABLE 6A: GYPSUM DECKS – REROOF (TEAR-OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System No. Deck (Note 1) Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP (psf) Type Attach Type Attach Base Ply Ply Cap G-1 Existing, sound poured gypsum or gypsum plank deck Min. 1.5-inch ACFoam II, Poly ISO 2, ENRGY 3, H-Shield, Poly ISO 1 or min. 2.0 pcf, ASTM C578 expanded polystyrene OB500 Min. 0.25-inch Dens Deck Prime OB500 SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP-SA, APP-TA -72.5 G-2 Existing, sound poured gypsum or gypsum plank deck Min. 1.5-inch min. 2.0 pcf, ASTM C578 expanded polystyrene OB500 (Optional) additional layers(s) of base insulation OB500 SBS-SA (Optional) SBS-SA SBS-SA, APP-SA -112.5 G-3 Existing, sound poured gypsum or gypsum plank deck Min. 1.5-inch ACFoam II, Poly ISO 2, ENRGY 3 or H-Shield, Poly ISO 1 OB500 (Optional) additional layers(s) of base insulation OB500 SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP-SA, APP-TA -112.5 G-4 Existing, sound poured gypsum or gypsum plank deck Min. 1.5-inch ACFoam II, Poly ISO 2, ENRGY 3 or H-Shield, Poly ISO 1 or min. 2.0 pcf, ASTM C578 expanded polystyrene OB500 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board OB500 SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP-SA, APP-TA -112.5 G-5 Existing, sound poured gypsum or gypsum plank deck Min. 1.5-inch ACFoam II, Poly ISO 2, ENRGY 3, H-Shield, Poly ISO 1 or Multi-Max FA3 M-OSFA Min. 0.25-inch Dens Deck Prime M-OSFA SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP-SA, APP-TA -72.5 G-6 Existing, sound poured gypsum or gypsum plank deck Min. 1.5-inch ACFoam II, Poly ISO 2, ENRGY 3, H-Shield, Poly ISO 1 or Multi-Max FA3 M-OSFA (Optional) additional layers(s) of base insulation and/or min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board M-OSFA SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP-SA, APP-TA -202.5 G-7 Existing, sound poured gypsum or gypsum plank deck Min. 1.5-inch, min. 2.0 pcf EPS insulation board, ACFoam II, ACFoam III, ENRGY 3, H-Shield, Poly ISO 1, H-Shield CG or Multi-Max FA3 CR-20 Min. 0.25-inch Dens Deck Prime CR-20 SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP-SA, APP-TA -72.5 G-8 Existing, sound poured gypsum or gypsum plank deck Min. 1.5-inch, min. 2.0 pcf EPS insulation board CR-20 (Optional) additional layers of base insulation CR-20 SBS-SA (Optional) SBS-SA SBS-SA, APP-SA -240.0 G-9 Existing, sound poured gypsum or gypsum plank deck Min. 1.5-inch, min. 2.0 pcf EPS insulation board CR-20 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board CR-20 SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP-SA, APP-TA -240.0 G-10 Existing, sound poured gypsum or gypsum plank deck Min. 1.5-inch ACFoam II, Poly ISO 2, ACFoam III, ENRGY 3, H- Shield, Poly ISO 1, H-Shield CG or Multi-Max FA3 CR-20 (Optional) additional layers(s) of base insulation and/or min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board CR-20 SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP-SA, APP-TA -257.5 Exterior Research and Design, LLC. d/b/a Trinity|ERD Evaluation Report M10000.03.08-R6 for FL10497-R6 Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017 Prepared by: Robert Nieminen, PE-59166 Mule-Hide Modified Bitumen Roof Systems; (608) 365-3111 Appendix 1, Page 21 of 22 TABLE 6B: GYPSUM DECKS – REROOF (TEAR-OFF) SYSTEM TYPE E: NON-INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System No. Deck (Note 1) Base Sheet Roof Cover (Note 15) MDP (psf) Base Fasten Attach Base Ply Cap G-11 Existing sound poured gypsum or gypsum plank deck Nail Base, Polyglass G2 Base Trufast FM-75 or FM-90 or Twin Loc-Nails 9-inch o.c. in 4-inch lap and 18-inch o.c. in two, equally spaced, staggered center rows (Optional) APP-TA APP-TA -45.0* TABLE 7A: RECOVER APPLICATIONS SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System No. Substrate (Notes 1 & 11) Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP (psf) Type Attach Type Attach Base Ply Ply Cap SELF-ADHERING BASE PLY: R-1 Existing asphaltic roof Min. 1.5-inch Multi-Max FA3 D-IS (Optional) additional layers(s) of base insulation and/or min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board D-IS SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP- SA, APP-TA -67.5 R-2 Existing asphaltic roof Min. 1.5-inch ACFoam II, Poly ISO 2, ENRGY 3 or Multi-Max FA3 or min. 2.0 pcf EPS insulation board D-IS Min. 0.25-inch Dens Deck Prime D-IS SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP- SA, APP-TA -72.5 R-3 Existing asphaltic roof Min. 1.5-inch min. 2.0 pcf EPS insulation board D-IS (Optional) additional layers(s) of base insulation D-IS SBS-SA (Optional) SBS-SA SBS-SA, APP-SA -90.0 R-4 Existing asphaltic roof Min. 1.5-inch min. 2.0 pcf EPS insulation board D-IS Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board D-IS SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP-SA -90.0 R-5 Existing asphaltic roof Min. 1.5-inch ACFoam II, Poly ISO 2 or ENRGY 3 D-IS (Optional) additional layers(s) of base insulation and/or min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board D-IS SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP- SA, APP-TA -90.0 R-6 Existing asphaltic roof Min. 1.5-inch ACFoam II, Poly ISO 2, ENRGY 3, H- Shield, Poly ISO 1 or min. 2.0 pcf EPS insulation board OB500 Min. 0.25-inch Dens Deck Prime OB500 SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP- SA, APP-TA -72.5 R-7 Existing asphaltic roof Min. 1.5-inch, min. 2.0 pcf EPS insulation board OB500 (Optional) additional layers of base insulation OB500 SBS-SA (Optional) SBS-SA SBS-SA, APP-SA -120.0 R-8 Existing asphaltic roof Min. 1.5-inch, min. 2.0 pcf EPS insulation board OB500 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board OB500 SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP- SA, APP-TA -120.0 R-9 Existing asphaltic roof Min. 1.5-inch ACFoam II, Poly ISO 2, ENRGY 3 or H-Shield, Poly ISO 1 OB500 (Optional) additional layers(s) of base insulation and/or min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board OB500 SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP- SA, APP-TA -127.5 R-10 Existing asphaltic roof Min. 1.5-inch ACFoam II, Poly ISO 2, ENRGY 3, H- Shield, Poly ISO 1 or Multi-Max FA3 M-OSFA Min. 0.25-inch Dens Deck Prime M-OSFA SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP- SA, APP-TA -72.5 R-11 Existing asphaltic roof Min. 1.5-inch ACFoam II, Poly ISO 2, ENRGY 3, H- Shield, Poly ISO 1 or Multi-Max FA3 M-OSFA (Optional) additional layers(s) of base insulation and/or min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board M-OSFA SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP- SA, APP-TA -157.5 Exterior Research and Design, LLC. d/b/a Trinity|ERD Evaluation Report M10000.03.08-R6 for FL10497-R6 Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017 Prepared by: Robert Nieminen, PE-59166 Mule-Hide Modified Bitumen Roof Systems; (608) 365-3111 Appendix 1, Page 22 of 22 TABLE 7A: RECOVER APPLICATIONS SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System No. Substrate (Notes 1 & 11) Base Insulation Layer Top Insulation Layer Roof Cover (Note 15) MDP (psf) Type Attach Type Attach Base Ply Ply Cap R-12 Existing asphaltic roof Min. 1.5-inch min. 2.0 pcf ASTM C578 expanded polystyrene, Min. 2-inch ACFoam II, Poly ISO 2, min. 1.5-inch Ultra-Max or Multi-Max FA-3, min. 1.3-inch ACFoam III or min. 1.0-inch ISO 95+GL, H-Shield, Poly ISO 1, H-Shield CG or ENRGY 3 CR-20 Min. 0.25-inch Dens Deck Prime CR-20 SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP- SA, APP-TA -72.5 R-13 Existing asphaltic roof Min. 1.5-inch min. 2.0 pcf ASTM C578 expanded polystyrene CR-20 (Optional) additional layers(s) of base insulation CR-20 SBS-SA (Optional) SBS-SA SBS-SA, APP-SA -240.0 R-14 Existing asphaltic roof Min. 1.5-inch min. 2.0 pcf ASTM C578 expanded polystyrene CR-20 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board CR-20 SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP- SA, APP-TA -240.0 R-15 Existing asphaltic roof Min. 1.5-inch Ultra-Max or Multi-Max FA-3, min. 1.3-inch ACFoam III or min. 1.0-inch ISO 95+GL, H-Shield, Poly ISO 1, H-Shield CG or ENRGY 3 CR-20 (Optional) additional layers(s) of base insulation and/or min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board CR-20 SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP- SA, APP-TA -240.0 R-16 Existing asphaltic roof Min. 2-inch ACFoam II, Poly ISO 2, ENRGY-3 or H- Shield, Poly ISO 1 CR-20 (Optional) additional layers(s) of base insulation and/or min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board CR-20 SBS-SA (Optional) SBS-SA, APP-TA SBS-SA, APP- SA, APP-TA -247.5 TORCH-APPLIED BASE PLY: R-17 Existing asphaltic roof Min. 1.5-inch Multi-Max FA3 D-IS Min. 0.25-inch Dens Deck, Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board D-IS APP-TA (Optional) APP-TA APP-TA -67.5 R-18 Existing asphaltic roof Min. 1.5-inch ACFoam II, Poly ISO 2, ENRGY 3 or min. 2.0 pcf EPS insulation board D-IS Min. 0.25-inch Dens Deck, Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board D-IS APP-TA (Optional) APP-TA APP-TA -90.0 R-19 Existing asphaltic roof Min. 1.5-inch ACFoam II, Poly ISO 2, ENRGY 3, H- Shield, Poly ISO 1 or ISO 95+GL OB500 Min. 0.25-inch Dens Deck, Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board OB500 APP-TA (Optional) APP-TA APP-TA -127.5 R-20 Existing asphaltic roof Min. 1.5-inch ACFoam II, Poly ISO 2, ENRGY 3, H- Shield, Poly ISO 1 or Multi-Max FA3 M-OSFA Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board M-OSFA APP-TA (Optional) APP-TA APP-TA -157.5 R-21 Existing asphaltic roof Min. 1.5-inch Ultra-Max or Multi-Max FA-3, min. 1.3-inch ACFoam III or min. 1.0-inch ISO 95+GL, H-Shield, Poly ISO 1, H-Shield CG or ENRGY 3 or min. 2.0 pcf ASTM C578 expanded polystyrene CR-20 Min. 0.25-inch SECUROCK Gypsum-Fiber Roof Board CR-20 APP-TA (Optional) APP-TA APP-TA -232.5