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HomeMy WebLinkAbout410 West 9th StDEC 2 Q RECD CITY OF SANFORD BUILDING & FIRE PREVENTION �j PERMIT APPLICATION Application No: I to 335 Documented Construction Value: S 8T3$7 -:AO Job Address: M/410 West 9th Street, Sandford FL 32771 Historic District: Yes ❑ Nog Parcel ID: 25-19-30-5AG-1007-0050 Residential 0 Commercial ❑ Type of Work: New 9 Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use❑ Move ❑ Description of Work: Remove and replace new roof with shingles Plan Review Contact Person: Elmer Campos Title: CONTRACTOR Phone: 407-542-5903 Fax: 407-542-8790 Email: Property Owner Information Name ���� ��0�--'a Phone: Street: 408/410 West 9th Street, Sandford FL 32771 Resident of property?: Residential City, State Zip: Contractor Information Name Elmer Campos Phone: 407-542-5903 Street: 3024 Kananwood Ct Fax: 407-542-8790 City, State Zip: Oviedo, FL 32765 State License No.: CCC1328416 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: 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. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised- June 30, 2015 Permit Application 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. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan Qeview charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. !�- A /Z -iS /6 Signature of Owner/Agent Date Signn&L,r/Agent— Print 1(911 6/2`4 ntoMeor Produced ID '�� Type of ID f6 91 e Print Co r for/Agent's Name 1911 s/16 Me o o ary- a e r ' Date ,4, OZIEL HERNANDEZ :°s Notary Public - State of Florida Commission # FF 990343 My Cnmm Frnir°c Mav 0 9n9n Contractor/Agent is '' Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas❑ Roof ❑ Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes❑ No ❑ # of Heads APPROVALS: ZONINGA 12.26 • '(, UTILITIES: ENGINEERING: COMMENTS: FIRE: Flood Zone: # of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application OZIEL HERNANDEZ Notary Public - State of Florida N, o. Commission # FF 990343 ',; os r.o"`' My Comm. Expires May 9. 2020 ntoMeor Produced ID '�� Type of ID f6 91 e Print Co r for/Agent's Name 1911 s/16 Me o o ary- a e r ' Date ,4, OZIEL HERNANDEZ :°s Notary Public - State of Florida Commission # FF 990343 My Cnmm Frnir°c Mav 0 9n9n Contractor/Agent is '' Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas❑ Roof ❑ Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes❑ No ❑ # of Heads APPROVALS: ZONINGA 12.26 • '(, UTILITIES: ENGINEERING: COMMENTS: FIRE: Flood Zone: # of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application 'GE�R�TI!REA�_�E OF APPROPR�IA��_� E�NIESS HIS;i_�O�R�I; 'PR�ESE,RV/',A �hON� B� i4'R'D� C�I� i TV O'SUAN►F'©1RaD) Sainfordl., fols ' ri;doi 32771 !! ;T Hr,IIS 101C�UPIMWEN� ',M';!;ST B,E. P SJR ,ESD AT AL i l; �E - :U�NTIfL iP'R�O�J�E,C�+ ► 'ISS �C � � � ; �:. �L'ET�E�D�:, ISSUED- TO.: igfiner,Cam.po.S for 408' &r 41r0;w'. '9th' Sfreet Sanfor,•d;,,RL 32771 '6P#16-3380 -DATE ;ISSUED: M. SDA +E EXPIRES_:: June' 20, 2017 Ap,P:roved: to -re -roof with architectural: shingles. All ,pitched: roof s-urfaces must -be -ire- v, nsi.on; :profil'e,, teotu_P. co`logr,, andoth, er vis all. qu:a'lities: d ;re=:roof requires, rePoir%repl'a-emvent 'of visibl'.e wood; el:em:ents„(with'the excep�tion� of 'w�ood',d'eck<ing�) a separate CofA pis ireq, mirked which delineates that scope of work<., Chr st�i`ne IDa'Iton�,MOP iHistoric Preservat==ion>'Officern%Co munityy�IPlannor, Please'be),ad1. ised��if is the ownei; and'.or agent's responsiWli...ty 0;;not If staff,of any,;potential� changes :from the approved' CO°A that arise and -obtain: approval' prior to ccomme_ncin'g' the, ghariges: This; fCertificafe ,of Appropriafeness doesmof:constitute:fnal1devel'opment approv_61`'. the`applicant+is;responsil le;ifor,olitainirig; all'�nec_`e_s_sary�iperinits and approvals>;from�;applicable d_e _artments;lliefore`,initiatirig development.. :IS A BUILDING PERMIT REQUIRED> FOR THEA i1,1%li_ iLISjTED�/ABOOE? i _DYES ; me �Buil'ding;D~epart==merit �R'epresentat=iue PRO : �. :.:: PROPOSAL NUM: PRO -773910264107 Date: 11/8/2016 Phone: (407) 921-9182 Cell: Email: RSCLEMONS@AOL.COM PKU OSAL ALUMINUM SOFFIT$ & FASCIA: ❑ Aluminum Fagda luminum Soffit B Q�°"°�'��ti� ❑ Fascia Induced In Price toffrt Included in Price Felt Underlayment ❑ Entire Roof Perimeter Soffit &F SCI#Color: WOOD REPAIR., Customer Approval: Fascia Installed Only On: Inspect Roof Deck for Damaged Sheathing Re -Nail Entire Roof Deck UP -To Code PONE RIGHT I RAIN TIGHT, GUARANTEED <<L� FL.' RODFING CONTRA TOR I IICCCI328416 Dab�! Q ®ratio '9a�$QG,pummot VISA Other: Off -Ridge Vent(s):e 4 fL Qty: Color. FLAT ROOF SYSTEM: 0 Torch Down Single Ply 0 'IS lb's Fiberglass Undedayment Colo PPWER VENT: 6 ft. Qty r. Electric Exhaust Fan:; Qty: Price: COLD SYSTEM:❑ Self Adhered Modified Bitumen Roofing System 3024 Mnanwood Ct-, #1008 Oviedo FL. 32765 88"17-5787 10752 Deerwood rk 13Lva., utoo JacksonvlllelF1. 32258 904-34•-2959 Ft 407-547..5903 F. 407-54r 2.8790 www.cfp,roraefing.com P. rP� !04-394.8383 vROPER7YaDDRESS MR. CLEMONS 410 W 9TH ST SANFORD, FL 32771 County: SEMINOLE PROPOSAL NUM: PRO -773910264107 Date: 11/8/2016 Phone: (407) 921-9182 Cell: Email: RSCLEMONS@AOL.COM ROOF TEAR -OFF: 2 Layer Shingles 1 Layer Shingles Crave! Roof Single Ply Flat Roof ALUMINUM SOFFIT$ & FASCIA: ❑ Aluminum Fagda luminum Soffit B Other ❑ Fascia Induced In Price toffrt Included in Price Felt Underlayment ❑ Entire Roof Perimeter Soffit &F SCI#Color: WOOD REPAIR., Customer Approval: Fascia Installed Only On: Inspect Roof Deck for Damaged Sheathing Re -Nail Entire Roof Deck UP -To Code Soffit Installed Only On: Plywood sheathing replaced at $45.00 per sheet. Price. ROOF VENTILATION: © Truce, fascia and wood boards will be replaced at U Aluminum Ridge Ven Colo • _. 4.00 per IlnearfooL _ft. Ga Baffled Shingle over Ridge Vent ft. Other: Off -Ridge Vent(s):e 4 fL Qty: Color. FLAT ROOF SYSTEM: 0 Torch Down Single Ply 0 'IS lb's Fiberglass Undedayment Colo PPWER VENT: 6 ft. Qty r. Electric Exhaust Fan:; Qty: Price: COLD SYSTEM:❑ Self Adhered Modified Bitumen Roofing System Solar Powered rxhaust Fan: Qty: Price: ❑ Peel & Stick Underlayment ❑ Fiberglass Reinforced Felt '(Electrical work not Included.) TAPERED SYSTEM: CHIMNEY AREA1- LJ New flashing 0 Replace existingf Shing ff needed. BISO Cold Polylsoepriurate Roof Insulation E) Build Chimney picket Price: -- I �. I50 Phu, Composite Polylsocyanurate/Perllte Roof Insulation ❑ Remove Chimney Price: NEW ROOF FLASHINGS: SAYLIGHTS: 16' Flashing on: ® Roof Valley(s) ❑ Flat Roof Pitch Change LUJ New Skylight d Reuse existing S light Plumbing Vent Boots: 1,5"_ 2" 1 3"_ 4" 1 2 x 2: _--, price: 14 x 2: Pape' ❑ Boot Guards Color: Other: Priw: Gooseneck Vents 4"— 6"— 10" Color GALVANIZED DRIP EDGE: E OF SKYLIGHT Self Flashing B Curb Mounted NEW 21/2 inch FaceInstalled around entire perlMeter of roof Insulated Glass Po carbonate me New skylight installations Include interi r work; wood frame, ❑ Other Color: dry wall, paint and labor. Labor charge ea. ALUMINUM SEAMLESS GUTTERS: S,QLAR TUNNEL: ❑ Alundnum Searnim Gutters ❑ Gutters Included In Price LUJ 10" Price: Gutter Rice Quote: • ,,, ❑ 14• F FICO; 22 Prim Gutter Feet; Down Spouts Additional Gutters will be; perlinoarfoot. BUILDINGIURISDICTION; ❑Co;%MCC ty ❑city Additional Downspoutwal be: as& HOME QWNERS ASSOAATION It PROPOSAL NOTES: ❑ YES U NO Contact: tUSr LLA •'R+4v�re�tt7faril}hn,RadtikCmeNddtcctur11e11beic;!�edbt130M➢Ii.wr:.wovv:etdtvYraffil!oald;iontOgtllawoodde`•Adiouflc' cYapYeliC,iradbtiop,. i :Aa;hbpandjlaTrial;�dwb0,dwi'aed;re�oVirptlrs.l¢OiteJbboVe �ASAvatprolSRton'��alGril►Jisdaoudd,pr+idAe�rypanetrednII•yeu�� "inrJudtaga•pul•Cr.: I �aaiw�onolrpfeoe�d�beloia:aner�tra�rraudii:lt�rr':e�&stid�^ov�tber,:oilwnhh>i;srm�ee�rj,ano�solt;tdcnrrta�•any tdmlee:areawasfed..� IltdsRrvpao}ts'SIr4fOr812tYarCertylnTeob'FIiIfN83Ucfb�roofsyst�mNCnt uidiaYsibhbotalt slmetifeltwhrc�Al;DdtAeunde�iaymen .... ,.. ... " .. - .. ...«. •.�_2•-'. .... .... -_. .-r.• . ; _ �._.. Irl_ .. J ... .. .,.. (3'OClC�aCk¢t SC 110N JF SE Z GN : tA+aathenlroo{ with "Pi & Stick" In the ; y following arew, Stmdard Pitch Roof Flat Roof Eves q ChimnoyAre9 halt Architectural Sbm c _ Torkh Down Rell Ro�ng_- „ _ Roof Volleys Skylights AsVen Cwtpinteed Cesainlread Vent Fives I4J11AW51opC ; Ba Kitchen ra d' wall Flashing Landmark :fllndastie _- --.. ; __ _ -- ❑ Otho: Limited Ufetlma -- ENTIRE ROOF DECK ABED ; — SYmhethie OndrAay_mLt! t 751�s,Glasfbase Torch Felt Packet Total;, _ •• •, ..... Gold PaulogeTotal: tt�y 'j)���, Pro Roofing 8 h000at4s InC will roof dWxUfrom N addMn tp sen; All dot lawillbehruledawavandl: clean ruttsrs mogoetiolly %weep 40tire perimeter ofjob roofer Included as part ofourperoce. Ail rnatemiz ore tuamlitecdas specilled. We will obtain all city orcounly permits necessary for the complettoicfaltajob.All work wig be atlon from above spaciDard Involving i aero roots will be exerted completed according to atandord roofing or'actloat and current building coda& Any alteration or eMgo r o0r upon wrttterk order and will become an #Ilea charge item over and above this agreement Any laab cawning durov the warranty period I ba raDaked per our written warranty. Thu proposal rrov be WvWrawn by us V not oomptod within 25 day:. ACCEPTANCE OF PRQPQSAL The above specifications, prices and conditions are satisfactory and are hereby accepted. You are authorized to do the work specified. Payment will be made as outlined herein. If payment is not received within 5 business days after c6rnpletion of job there will bo a 3% late { added to the balance due. Any pment recleved by a crodlt card b subject to a comAenence fee. Payment Schedule upon Cote letio, Start Date. Completion Date. FT. AM CA APOS 1118/2016 Authort2edSignature Date Pro Roofing &AssocletC I Data Florida Building Code Online 9/15/15,10:02 AM r Aorx/o DepnM ntof BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I SCIS Site Map I Unks I Search Busines Professi A,*UProd SER:Public User Approval Regulation Product Approval Menu > Product or Application Search >6V Ust > Application Detail FL # FL5444-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived r-1 Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 18 Moores Road Malvern, PA 19355 (610)651-5847 mark.d.harner@saint-gobain.com Authorized Signature Mark Harrier mark.d.harner@saint-gobain.com Technical Representative Mark D. Harrier Address/Phone/Email 18 Moores Road Malvern, PA 19355 (610)651-5847 Mark. D.Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer CW) Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/03/2017 Validated By John W. Knezevich, PE n Validation Checklist - Hardcopy Received Certificate of Independence FL5444_RED_C-QI_2015_Qj—CQI_Nieminen.pdf Referenced Standard and Year (of Standard) Standard Year ASTM D3161, Class F 2009 ASTM D3462 2009 https://www.floridabuilding.org/pr/pr_app_dtl.aspx7param=wGEVXQwlDgtahlgO7CSsoycOrl28CcpClJxNzsPPRyA%3d Page 1 of 2 rrida Building Code Online ASTM D7158, Class H Equivalence of Product Standards Certified By Sections from the Code a - Product Approval Method Method 1 Option D Date Submitted 03/16/2015 Date Validated 03/23/2015 Date Pending FBC Approval 03/26/2015 Date Approved 06/23/2015 Summary of Products 9/15/15,10:02 AM 2008 FL # Model, Number or Name Description 5444.1 CertainTeed Asphalt Roofing Shingles 3 -tab, 4 -tab, strip (no -cut-outs), laminated and architectural asphalt roof shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL5444_8B II 2015_Q_.3 FINAL_EE2_CERTAINTEED_Asphalt ShingII FL5444-R8.Ddf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen, PE PE -59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use Evaluation Reports FL5444 ED AE 2015 03 FINAL ER CERTAINTEED_A.s halt j09J� FL5444-R8.12df Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Qgpyright 2007-2013 State of Florida, ::IPr vacv Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ®® sL'curit%'ArrrNIC, OEM ps://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtahlg07CSsoycOrl28CcpClJxNzsPPRyA%3d Page 2 of 2 QOTRRINITYIERD EVALUATION REPORT CertainTeed Corporation 18 Moores Road Malvern, PA 19355 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificote of Authorizotion #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 3532.09.05-119 FL5444-R8 Date of Issuance: 09/22/2005 Revision 9: 03/06/2015 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 and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the Slh Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roofing Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1. 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 IERD 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 "TrinitylERD 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 9. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nleminen, P.E. on 03/06/2015. This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinityJERD 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. 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 products 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 IERD 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. QOTRINITYIERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume 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 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2008 3. REFERENCES: tniitf Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3162 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 OSNK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 OSNK22800 06/22/2005 UL (TST 1740) ASTM D3462 11684 09/21/2005 UL (TST 1740) ASTM D7158 OSNK08037 06/28/2006 UL (TST 1740) ASTM D3162 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 IOCA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 07/03/2017 4. PRODUCT DESCRIPTION: 4.1 CT201" XT'" 25, XT'" 30 and XT'" 30 IR are fiberglass reinforced, 3 -tab asphalt roof shingles. 4.2 Carriage House Shangle•, Centennial Slate", Grand Manor Shangle°, Landmark'", Landmark'" IR, Landmark'" Pro, Landmark'" Premium, Landmark'" TL, Landmark'" Solaris and Landmark'" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 Presidential Shake'", Presidential Shake'" IR and Presidential Shake TL` are fiberglass reinforced, architectural asphalt roof shingles. 4.4 Hatteras'", Highland Slate'" and Highland Slate'" IR are fiberglass reinforced, 4 -tab asphalt roof shingles. 4.5 Patriot'" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.6 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'", Shadow Ridge'", Cedar Crest'" and Cedar Crest'" IR are fiberglass reinforced accessory shingles for hip and ridge installation. 4.7 Any of the above listed shingles may be produced in AR (algae resistant) versions. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R9 Certificate ofAuthorization #9503 FLS444-R8 Revision 9:03/06/201S Page 2 of 9 5. LIMITATIONS: 6. QOTRINITYIERD 5.1 This is a building code evaluation. Neither Trinity IERD 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 the HVHZ 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to V.,d = 150 mph (V„ I, = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge and Cedar Crest hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F when BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, indicating the shingles are acceptable for us in all wind zones up to V„d = 150 mph (V„ I, = 194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt roofing shingles listed in Section 4.1 through 4.5 exceeds the calculated uplift force (FT) at a maximum design wind speed of V,,d = 150 mph (V„I, = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope” directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R9 Certificate oJAuthoriration #9503 FL5444-Rg Revision 9: 03/06/2015 Page 3 of 9 6.3.1 6.3.1.1 6.3.2 CT20". XT" 25, XT" 30, XT" 30 IR: LOW AND STANDARD SLOPE ENGLISH 17' 12" 12" (305 mm) (305 mm) -(305 mm) i f-1"(25mm) —Sealant 1"(25mm) �( 5 s/e" (145 mm) 1 5 r&,f6i A r*wd plant T - METRIC 131/8" 131/9" 131/9" 1"(25 mm) — Sealant lant 1"(25mm)� Figure 11.3: Usofournailsforew7frdl sbingle. Hip & Ridge: Cut Shingles 1 -►I I« I F" 2 (50 mm) Remove, (25mm)� 1, t� it -T fl--- f -- tft -- 11 _ t; t2" Cap Cap Cap 305 nim) Shingle Shingle Shingle Figure 11-24: Cul tabs, then trim back to make cap sbingla (6nglisb dimensions sbomn). QOTRINITYIERD STEEP SLOPE Use four nails and six spots of asphalt roofing cement, for every full shingle (Figure 11-4). Asphalt roofing cement meeting ASTM D4586 Type 11 is suggested. I Rooting Cement Apply 1"(25 mm) spots of asphalt roofing cement under each lab corner. Figure 114: Use four nails andsir spols ofasph all twitenl on steep slope, 'CAUTION: Excessive use of roofing cement can cause shingles to blister. 5' 2" (305 Eases (125 Mim) - -� eon �tcaol WS .� �6�I tc�R`l� SAO 000,0) 1151.f. dos N°ciao° Figure II -25: Installation of mps along the bips and ridges. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof & Flashing Sealant, in accordance with manufacturer's instructions. Carriage House Shanale®, Centennial Slate'" and Grand Manor Shanele®: LOW AND STANDARD SLOPE Ilse five nails for every full Shangle. L(--125mm) I (25tmm) 5X (16 mm) �mm) lygure 17.4: (Ise fire nails for iiia- fill Crond Alanor.Sbantle. Carriage lloaae Sbangk; or lcalennial.11ale. STEEP SLOPE Use seven nails and three spots of asphalt roofing cement for every full Grand Manur Strangle. Ilse five nails and three spots of asphalt roofing cement for every full Carriage (louse Shangle and CentemnW Slate. Apply asphalt roofing cement 1- (25 mm) from edge of shingle (Figure 17-5). Asphalt roofing centeral merging ASTM D4580 7)7x: II is suggested. F(gure 17.5: Wbrn installing Crond Alanor Shangirs on steep stoprs. use wren nails and lbm. spots ofaspball roofing ranee!. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R9 Certificate of Authorization #9503 FL5444-R8 Revision 9: 03/06/2015 Page 4 of 9 %' : F(gure 17.5: Wbrn installing Crond Alanor Shangirs on steep stoprs. use wren nails and lbm. spots ofaspball roofing ranee!. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R9 Certificate of Authorization #9503 FL5444-R8 Revision 9: 03/06/2015 Page 4 of 9 6.3.2.1 Hip & Ridge: Shangle® Ridge Figure 17-18 Sbangle• Ridge. Q0TP'1.v1TYjERD 18• Exposure Remove tape from the right side g•`- I and fasten I'll SECOND Fasten the left side 85/8 RIGHT FIRST / LEFT Figure 17-19•' Installation ojSbangle® Ridge sbingles on bips and ridges. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. 6.3.3 Landmark'", landmark'" IR, Landmark'" Pro (formerly landmark'" Plus), Landmark— Premium, landmark"' TL. Landmark" Solaris, landmark'" Solaris IR: LOW AND STANDARD SLOPE LANDMARK Tl 13'/t" 13" 13'/1' METRIC DIMENSIONS 1--(343 mm) --I—(330 mm)—I—(343 mm)-►� 17' 143/4" 12" —� I--1"(25mm) 1"(25 MM) --I -- f--(305 mm)—I—(375 mm)—I—(305 mm) ---i 253MAN rAaesv MMSMf MM ae rr�ry.waaws —t"(25mm► Relea a Tape I" (25 mm)—I M FA I,n.. Nailabler Figam/,3.4: UsefournnllsforCIM-full sbingla Asea - M M M STEEP SLOPE LANDMARK it Use six nails and four spots of asphalt roofing cement for ewry Full laminated shingle. lice beloiv. Asphalt roofing cement should meet I (343 mm) (330 mm) (343 mm) ASTM D4586 7)'pe IL Apply I' spots of asphalt roofing cement undo each corner and at about 12" to 13" in from each edge. -1"(25mm) 1"(25mm)-►i t I METRIC DIMENSIONS (25 MM) ---- (25mm) Rodl� Caroti �— 12" —143/4" -- 12"— (305 mm) (375 mm) (305 mm) figure !3•S•• use Ar no!& and fow spolsoj saau's�rn.o►wvrL'*w a o+eua•�--T aspbdl—Ag arnenlonshrysfoyct mm)� Release Tape Nail Area 1 For Sleep (25 mm) — — — — (25 MR Roolinp Cement Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R9 Certificate of Authorization #9503 F15444-Rg Revision 9: 03/06/2015 Page 5 of 9 QOTRINITYIERD 6.3.3.1 Hip & Ridge, Option 1: Shadow Ridge'" Figure 13-16 Sbadoro Ridge accessory sbingles dedrrcb e4sily f onr throe -piece units to make 72 indleuival cop pieces. 12' 97/8' (305mm) (250mm) — 6'— 6'— 415 415/16 (150mm) (150mm) (125MM) (125mm) Notch for Notch for CenteringCentering 1Y . . 131/4' . 7 'rn) NotchesforArpnrne to (337mm) �forAlignmentto 5 Ne Top Edga of the Previous T the Top Edge of the Previous 7 �� Capfor5'(125mm)Exposure (180mm) Capfor55W(141mm)Exposure (196Imm) —I L J. English Dimension Metric Dimension f ✓ /��, III Laying Notch I 6, 0g5mm) F,,cSOo I _I orr7D1J�' Figure 13.20: Use da)Ing notches to center sbingles on bips and rudges, and to locate the corms! esposam Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. 6.3.3.2 Hip & Ridge, Option 2: Cedar Crest'", Cedar Crest'" IR Use two fasteners per shingle. For the starter shingle, place fastener 1 -inch from each side edge and about 2 -inch up from the starter shingle's exposed butt edge. For each full Cedar Crest shingle, place fasteners 8 -5/8 -inch up from its exposed butt edge and 1 -inch from each side edge. WIW Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R9 Certificate oJAuthori:ation #9503 FL5444-RS Revision 9:03/06/2015 Page 6 of 9 Q0TP,1.v1TYjERD Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof & Flashing Sealant to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4 -inch along the sides of the headlap along a line % to 1 -inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1 -inch diameter spot of NP 1 or PL adhesive between the shingle layers. Man644ainp oB�osivo 1p' 4• to mm) r (lOtmml (19mm)— �— 1• (?S mml umen0 Oetryen swe tge"I f>!s nen) 6.3.4 Presidential Shake'". Presidential Shake'" IR, Presidential Shake TL'": LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes, use five nails for each full Presidential For steep sly, use nine nails for each full Presidential shingle and shingle as shown below. apply I' diameter spots of asphab roofing cement under each shingle lab. MW applying 5 nails in between the nailing gulde Wes, apply 4 nails 1' Nallinp ;: 40' —moi above tab cutouts maldng certain tabs of overhtng shingle cover nails. Guide ones (1016 mm) 5114' �— (133nrn) 7n—yn)n 14114' 1112' 38 (362 mm) I NOTE. Apply nails on painted guideline. Figure 164 Fastening Presidential and Presidential T1$bake sbingtas on low and sAwdard slopes 6.3.4.1 Hip & Ridge, Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY 1 _ T 1' diameter asphalt ioofinq cement t Figure 16.7.• Fastening Presidential and Presidential M Sdahe sbfngw on staep slopes Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7' from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. atteners. The fasteners must be 13/4' long or longer, so they penetrate either 3/4' Into the deck or completely through the deck. Presidential accessory comes in two different sizes: Accessory produced in Birmingham, AL is 12' x 12% Portland, OR produces 97/8' x 131/4' accessory. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. 6.3.4.2 Hip & Ridge, Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R9 Certificate Of Authorization 09503 FL5444-R8 Revision 9: 03/06/2015 Page 7 of 9 6.3.5 6.3.5.1 6.3.5.2 Hatteras": LOW, STANDARD AND STEEP SLOPE: t(251nm) (25 tnm)—1 Figure 15.3.- l iusrning llnllerns.0 Rtes on Louranrl andart.Vopes For lose and sw(kinl slopes, use fne nails for each full Ilatierts sli ftle as slump abosr. Hip & Ridge, Option 1: Accessory for Hatteras 1! Figure 15-14: 18 tbree piece units separate to make 54 Hatteras Ac>=eaaory sbingles: QOTRINITYIERD firurrr 15• i.1asteuing 1&11rrns.tb1rpllrs on vrrp.Vopa For Well slop', use fisc 113115 31141 dgbt $trots of asphalt ntofmg cement for each full 11311eras shingk as shown abosr. Apply 1' (35mm) Al3mcser spots of roofing cement MOM U 4586 ape II sugrsttd) under cult tab corner. Press sbinee Into plsce; do not mpox mums. CAImOn: loo mucb roofing cnnenl can cause shlogles to bboer. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. Hip & Ridge, Option 2: Cut Hatteras Shingles r 9" (230 mm) I I I I I Fas�ea (460 mm)f'� o� (203 rnm)I� s\'ae rem -- ------ -- 460 mm) Cap Cap Cap Cap 93� Shingle Shingle Shingle Shingle mm� `240 Figure 15-20.• Cul Hatteras sbinglas to make 00W cap. Figure 15-21: Installation of caps along bips and ridgm Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R9 Certificate of Authorization /19S03 FL5444-R8 Revision 9: 03/06/2015 Page 8 of 9 6.3.6 6.3.6.1 6.3.7 7. LABELING: Highland Slate'", Highland Slate" IR: LOW AND STANDARD SLOPE STEEP SLOPE: QOTRINITYIERD r r Use FIVE nails and RIGHT spots of asphalt roofing cement* for each "� �Din1 fOOei� full Highland Slate shingle. For Mlaml-Dade, SIX nails are required. Apply t' diameter spots of asphalt roofing cement under each tab comer. Asphall roofing cement meeting AS7TI D4586 7)pe n Is suggested. MW n2de regwa Sa%rods (Wo roils "Weld OW twat/ W w a dwwn). Figure II -3: Use FIVE nails form,erp Nigblanrd Stale sbingte M"mWaderequia SIX rods (Woro6 wdeded ow a br udod as ✓wwrd Figure II.3A Use 1716 naps and eigbi spols ofwpball roofing cmum undereacb lab coma, 'CAUTION: Lrcessire use of roofing cement can cause shingles to blister. Hip & Ridge, Option 1: Refer to instructions herein for Cedar Crest'", Cedar Crest" IR or Shangle Ridge'" hip and ridge shingles. Patriot'": LOW AND STANDARD SLOPE Use FOUR nails for every full shingle loc lml as shown below Sulam 6-11117—`1' (25 mm) j — — — — i 1' (25 rr..}+ (156 mm) ars (333.:� Minn) STEEP SLOPE IJsc FOUR nails and four sprns of asphalt roofing cement for every full shingle as shorn Wow. Asph:di r(ofng cuuml u,eeting ASTr\I IA586 Type II is sug(,Mst0. Apply 1'(25 mm) slot; of asph:di roofing cement as sho,en. CAUTION: liscessisc use of roofing conal can cause shinghs to blister. biJd± ------------- TT gy------;-- TT _ Iloonno Lemma I` 12-W -I- 7. I- Hip & Ridge: Refer to instructions herein for Cedar Crest", Cedar Crest'" IR, Shadow Ridge" or Shangle Ridge'" hip and ridge shingles. 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. S. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 CW requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC -QUA9625; (414) 248-6409; karen.buchmann@us.ul.com - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R9 Certificate oJAuthorirotion #9503 FL5444-R8 Revision 9: 03/06/2015 Page 9 of 9 t' Flonda Building Code Online 9/15/15,10:02 AM FLORIDA oa;'AMVCNT OF u r Business ►ProfessionalRegulation r Florida Dep irtmentaf SCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats & Facts Publications FBC Staff SCIS Site Map Unks Search BusinesProdut *USER:Professi = •al Pubblic Useroval Regulation Product Approval Menu > Product or Application Search > Applltatlon Llst > Application Detail FL # FL5444-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived n Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 18 Moores Road Malvern, PA 19355 (610) 651-5847 mark.d.harner@saint-gobain.com Authorized Signature Mark Harrier mark.d.harner@saint-gobain.com Technical Representative Mark D. Harrier Address/Phone/Email 18 Moores Road Malvern, PA 19355 (610)651-5847 Mark. D.Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/03/2017 Validated By John W. Knezevich, PE C,) Validation Checklist - Hardcopy Received Certificate of Independence FL5444_RRB_COI_2015_O1_CO1 Nieminen.01 Referenced Standard and Year (of Standard) Standard year ASTM D3161, Class F 2009 ASTM D3462 2009 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXOwtDgtahlgO7CSsoycOrl28CcpClJxNzsPPRyA%3d Page 1 of 2 )rida Building Code Online ASTM D7158, Class H Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 03/16/2015 Date Validated 03/23/2015 Date Pending FBC Approval 03/26/2015 Date Approved 06/23/2015 Summary of Products 9/15/15, 10:02 AM 2008 FL # Model, Number or Name Description 5444.1 CertainTeed Asphalt Roofing Shingles 3 -tab, 4 -tab, strip (no -cut-outs), laminated and architectural asphalt roof shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL544 _R8RII 2015_Q3_ IF NAL_ER CERTAINTEEDsDhalt Shinglg_FL5444-R8.pff Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen, PE PE -59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use Evaluation Reports LF 5444_ B gE 2015_0 FINAL_ER_CERTAINTEED_As hal '- iagj&_FL5444-RB.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: BSO.487.1824 The State of Florida Is an AA/EEO employer. QgyLight 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. `Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: sccurit�•�+n r+++c•+ ps://www.floridabuilding.org/pr/pr_app_dtl aspx9param=wGEVXOwtDgtahlgO7CSsoycOrl28CcpCIJxNzsPPRyA%3d Page 2 of 2 QOTRINITYIERD EVALUATION REPORT CertainTeed Corporation 18 Moores Road Malvern, PA 19355 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #i13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 3532.09.05-119 FL5444-R8 Date of Issuance: 09/22/2005 Revision 9: 03/06/2015 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 and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roofing Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1. 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 IERD 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 "TrinitylERD 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 9 Prepared by: oz 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 03/06/2015. This does not serve as an electronically signed document Signed, seated hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinityJERD 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. 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 products 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 IERD 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. QTRINITY I ERD ROOFING SYSTEMS EVALUATION: 2. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, hdve demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume 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: Examination Reference Date Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2008 3. REFERENCES: Kniitf Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL(TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 OSNK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 OSCA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 OSNK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 OSNK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 IOCA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 07/03/2017 4. PRODUCT DESCRIPTION: 4.1 CT20'", XT'" 25, XT'" 30 and XTr' 30 IR are fiberglass reinforced, 3 -tab asphalt roof shingles. 4.2 Carriage House Shangle•, Centennial Slate", Grand Manor Shangle•, Landmark'", Landmark'" IR, Landmark'" Pro, Landmark'" Premium, Landmark'" TL, Landmark" Solaris and Landmark'" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 Presidential Shake", Presidential Shake'" IR and Presidential Shake TL'" are fiberglass reinforced, architectural asphalt roof shingles. 4.4 Hatteras'", Highland Slate'" and Highland Slate'" IR are fiberglass reinforced, 4 -tab asphalt roof shingles. 4.5 Patriot'" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.6 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'", Shadow Ridge'", Cedar Crest'" and Cedar Crest'" IR are fiberglass reinforced accessory shingles for hip and ridge installation. 4.7 Any of the above listed shingles may be produced in AR (algae resistant) versions. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R9 Certificate oJAuthoriration #9503 FL5444-R8 Revision 9: 03/06/2015 Page 2 of 9 S. LIMITATIONS: 6. Q0TFmN1TYJERD 5.1 This is a building code evaluation. Neither Trinity IERD 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 the HVHZ 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to Vasd = 150 mph (V,d, = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge and Cedar Crest hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F when BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, indicating the shingles are acceptable for us in all wind zones up to Vasd = 150 mph (V,dt = 194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt roofing shingles listed in Section 4.1 through 4.5 exceeds the calculated uplift force (FT) at a maximum design wind speed of V,sd = 150 mph (V,,,, = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R9 Certificate oJAuthorirotion #9503 FL5444-R8 Revision 9: 03/06/2015 Page 3 of 9 6.3.1 6.3.1.1 6.3.2 CT20—, XT'" 25, XTr' 30, XT'" 30 IR: LOW AND STANDARD SLOPE EN6LISN 12" 12" 12" L(3005nYnn)—J--(305 mm) (305mm)m) — sealant lant 1"(25 mm) 5 5/9" (145 mm) 51/p•O�M 1*W METRIC 131/9" — 131/9" 131/9" 1"(25 mm)Sealant L, 61/8" T Figure 11-3: Usefour nailsfor amfull sbin& Hip & Ridge: Cut Shingles 1' ►{ 2" (50 mm) Remove (25 min I� 11? nSWVgle ✓ 1J —-- —12.. Cap Cap305 mm) Shingle Shingle1 Figure 11.24: Cul labs, lbon trim back to make cop sbingia (6ngHsb dimensions sbonon). QoTpuNITYIERD STEEP SLOPE Use four nails and six spots of asphalt roofing cement* for every full shingle (Figure 11-4). Asphalt roofing cement meeting ASTM D4586 Type If is suggested. Rooting Cement Apply 1" (25 mm) spots of asphalt rooting cement under each lab cornet. Figure 114• Uso jour nails and sir spolsofaspbap ceruent on sleep slopes 'CAt f10N.- Excessive use of roofing cement can cause shingles to blister. 5.�1P^(305mm)�� (125 mm) Figure 11-25: Installation of ceps along The blps and ridges. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, in accordance with manufacturer's instructions. Carriage House Shangle®. Centennial Slate" and Grand Manor Shangle°: LOW AND STANDARD SLOPE Use five nails for even full Shangle. El (251mm) F- 5/8" 6 SB"(16 mm) (220mm) figure 17.4: Else fine nails for eirq frdl Grand illanorSbangle. Crnriage llouse Sbaogle. or lkutennial Stole. STEEP SLOPE Ilse seven nails and three spats of asphalt roofing cement for even hall Grand Alanor Shangle. Ilse Me nails and three spots of asphalt roofing cement for even full Carriage Ilouse Shangle and Cen0.mnial Slate. Apphv asphalt roofing cement I- (25 mm) from edge of shingle (Figtre 17.5). Asphalt roofing cement meeting NMI 04586 Tpe II is suggested. t R&WA P 101 ;0W, 1041 Ins 0 1., Figure 17.5: wben installing Grand diaoor.Wngk x on sleep slopes. tar seven nails and !hire spots of aspball roofing cement. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R9 Certificate ofAuthorization #9503 FL5444-R8 Revision 9: 03/06/2015 Page 4 of 9 6.3.2.1 Hip & Ridge: Shangle® Ridge Figure 17-1& Sbangle• Ridge. QOTRINITYIERD 18• Exposure Remove tape from the right side ; g•,j and fasten r SECOND Fasten the left side 85/8 RIGHT FIRST % LEFT Figure 17-19: Installation ofSbangle® Ridge sbingles on bips and ridges. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. 6.3.3 Landmark". Landmark'" IR. Landmark'" Pro (formerly Landmark'" Plus), Landmark'" Premium, Landmark'" TL. Landmark'" Solaris. Landmark'" Solaris IR: LOW AND STANDARD SLOPE LANDMARK Tl METRIC DIMENSIONS 17' 143/4" 12" 1—(305 mm)- x-(375 mm)—I—(305 mm) --•I 7i7Y1Y173'_'-"'� 1ft'eHMyLTJN 11�� �fYl{ L 1 -1"(25 mm) ReleaseTape I" (25 mm)—I I1P. Naitable� Area STEEP SLOPE Use six nails and four spots of asphalt roofing cement for every full laminated shingle. See below. Asphalt roofing cement should meet AST51 D4586 Type II. Apply I' spots of asphalt roofing cement unde each corner and at about 12" to 13" in from each edge. .i 77 1 rrgumIJ•4:Oseforvtraitforc ep•fillsbiuRte LANDMARK Tl ' -131� /t- 13 13'/?-- (343 mm) (330 mm) (343 mm) i-1'•(25 mm) 1 1 1•(25-)--I METRIC DIMENSIONS (25- Roollrro Cmrm 12" 143/4" •— 12" (305 mm) (375 mm) (305 mm) rgrme r3 i Oso s& nous andfo-wisof saXw s gAt.ai 1i0Ola�'• rr�:msax s aspbdt —*g [rm 1 on $imp SOP - Nail Area 1 For Steep (25 mm)---- Release TT ape 1'(25 mm)--�, (25 mm; Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R9 certificate o/Authori:otion #9503 FL5444-R8 Revision 9: 03/06/2015 Page 5 of 9 6.3.3.1 Hip & Ridge, Option 1: Shadow Ridge'" Figure 13.16.• Sbadory Ridge acc>Acsory sbmgles delacb easily from ibree-ple a units to matte 72 individuat cap pieces. 12' (305mm) —6'--6'— (150mm) (150mm) Notch for Centering 12' �\ % 5rnm) Notches for Al nment to Lthe Top Edge of the Previous T Cap for 5' (125mm) Exposure (1 i English Dimension (305mm) WI Laying Notch 5*( 125mm) 1 E°$O XP� Q0TwNITYjERD Metric Dimension Figure 13-2P. Use !crying nokbvs to center shingles on bip s and ridges, and to locale the correct exposum Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. 6.3.3.2 Hip & Ridge, Option 2: Cedar Crest'", Cedar Crest'" IR Use two fasteners per shingle. For the starter shingle, place fastener 1 -inch from each side edge and about 2 -inch up from the starter shingle's exposed butt edge. For each full Cedar Crest shingle, place fasteners 8 -5/8 -inch up from its exposed butt edge and 1 -inch from each side edge. W Exterior Research and Design, LLC. Certificate of Authorization #9503 Evaluation Report 3532.09.05-R9 FL5444-R8 Revision 9:03/06/2015 Page 6 of 9 97/9' (250mm) 415/16' 415/1G (125mm) (125mm) T Notch for Centering 131/4' 137mm) Notches forAiignment to the Top Edge Previous g /a of the (1� m) Caplor55/9'(141mm)Exposure Metric Dimension Figure 13-2P. Use !crying nokbvs to center shingles on bip s and ridges, and to locale the correct exposum Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. 6.3.3.2 Hip & Ridge, Option 2: Cedar Crest'", Cedar Crest'" IR Use two fasteners per shingle. For the starter shingle, place fastener 1 -inch from each side edge and about 2 -inch up from the starter shingle's exposed butt edge. For each full Cedar Crest shingle, place fasteners 8 -5/8 -inch up from its exposed butt edge and 1 -inch from each side edge. W Exterior Research and Design, LLC. Certificate of Authorization #9503 Evaluation Report 3532.09.05-R9 FL5444-R8 Revision 9:03/06/2015 Page 6 of 9 QoTmNITYIERD Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof & Flashing Sealant to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4 -inch along the sides of the headlap along a line % to 1 -inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1 -inch diameter spot of NP 1 or PL adhesive between the shingle layers. MaMsoaYp eBesiv� lq• �• (0 mm) r (tOtmml (19rmm)_ _ 125 mm) o.>, a eegsea I careen bet%w etsnpe In— (ts mm) 6.3.4 Presidential Shake'", Presidential Shake'" IR. Presidential Shake TLTM: LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes, use five nails for each full Presidential For steep slopes, use Nne nails for each full Presidential shingle and shingle as shown below. apply 1' diameter spots of asphalt roollng cement under each shingle lab. Mer applying 5 nails in between the naWng guide lines, apply 4 nags I' Naling ;= 40• above tab cutouts making certain tabs of overl)tng shingle corer nails Guide Unes (1016 mm) 5114' —� (133n 14114' t 17 38 smn) (362 mm) NOTE- Apply nails on painted guideline. Figaro 166• Fastening P►aidenhal and prest w iol n stake shingles on loco and sliv;AW dopa 6.3.4.1 Hip & Ridge, Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Figure 16.7.• Fasleeshtq Presidential and Pleside"Ud T/t Stake sbingla oa sleep slopes. Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to'the ridge (erose no more than 7' from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4' long or longer, so they penetrate either 3/4' Into the deck or completely through the deck. Presidential accessory comes in two different sizes: Accessory produced in Birmingham, AL is 12' x 12% Portland, OR produces 97/8' x 131/4' accessory. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. 6.3.4.2 Hip & Ridge, Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R9 Certificate oJAuthoriaation #9503 FL5444-R8 Revision 9: 03/06/2015 Page 7 of 9 1 T t _ V diameles asphalt ioofing cement Figure 16.7.• Fasleeshtq Presidential and Pleside"Ud T/t Stake sbingla oa sleep slopes. Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to'the ridge (erose no more than 7' from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4' long or longer, so they penetrate either 3/4' Into the deck or completely through the deck. Presidential accessory comes in two different sizes: Accessory produced in Birmingham, AL is 12' x 12% Portland, OR produces 97/8' x 131/4' accessory. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. 6.3.4.2 Hip & Ridge, Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R9 Certificate oJAuthoriaation #9503 FL5444-R8 Revision 9: 03/06/2015 Page 7 of 9 6.3.5 6.3.5.1 6.3.5.2 Hatteras'": LOW, STANDARD AND STEEP SLOPE: Figure 15.3' 18struing 11a11ems.0urgles on I.ou• and Smndard Vopes For lose and standard slopes, use Gse "Is for each full Ilaiteras shingle v slwmn above. Hip & Ridge, Option 1: Accessory for Hatteras QOTRINITYIERD rigum 13 - i. rasrrung noMvos.cbhggw ai VerpAprs For acep slops,, uw Gte nails and eight spas of asphalt roofing cement for each (uh I latteras shluec as sbonn above. Apph• I' 12 5mm) (Muntrer apols of roofing temenl (AJTH 1)4586Ijpe II suffaed) under each lab corner. Press shingle into plate, do na expose cement. CAIMUsi: Too murb roofing eemem can cause shingles to bbstee Figure 15-14. 18lbreepiece traits separate to slake 54 Hatteras Accessory sbin#n Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. Hip & Ridge, Option 2: Cut Hatteras Shingles r9" 0 mm) I I I s\ems 8'18" 77 (460 mm) Ego�h -----i---I--- 4600 mm) (203 mm) — ::` a`25vc�1 -- IS Cap CapCap CapShingle Shinglhingle Shingle Figure 15-20.• Cul HaNeras sbingles to make cover cap. Figure 15-21: Installation of caps along bips and ridges. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. Exterior Research and Design, I.M. Evaluation Report 3532.09.05-R9 Certificote olAuthorkotion M9SO3 F15444 -R8 Revision 9: 03/06/2015 Page 8 of 9 6.3.6 Highland Slate'", Highland Slate— IR: LOW AND STANDARD SLOPE. qt w`R5 mmr.Lr Witao rely I• in mm) canshurl). F1guiv 11.3. Use FNP 114ArJor errry Itigbland Slake sbingla 6.3.6.1 6.3.7 7. LABELING: QOTP..INITYIERD STEEP SLOPE: Use FIVE nails and SIGHT spots of asphall roofing cement* for each full Highland Slate shingle. For bflaml•Dade, SIX nails are required. Apply 1' diameter spots of asphalt roofing cement under each lab comer. Asphalt roofing cement meeting ASDI D45861}pe 11 Is suggested. M fimwadr rrprirn SUI ods (w rob rnsw1w over oder odour m dawn Figure 11.34 Use FIVE halls and eigbi spots ojaspball roofing cornent umka eacb !ab tomer. 'CAUTION: Excessive use of roofing cement can cause shingles to blister. Hip & Ridge, Option 1: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR or Shangle Ridge" hip and ridge shingles. Patriot'": LOW AND STANDARD SLOPE Use FOUR nails for every full shingle l(mil las shown below. Sulam rr1Fd' Mew) T�- t') 1VTrM'.-4 I�'u STEEP SLOPE IJse FOUR nail, and four spots of asphalt rmfing cement for eery full shingle as shown below. Asph:dl nxtfing conenl hurling ASfbl IA586 1)1x' II is sugi;esled. Apply 1'(15 min) rywls of asph:dl roofing cenl(ml :v shown. CAUTION: Ctct'asise list of rtmfing cement can cause shingles to blisler. ± - j ------- bt15' 1, (25 5 r 1 + (I5601n) Is r p T T Roollny Cemonl r 12-W —I— 13-ur --l-- 12.15' --1 02-1) aary =Mq Hip & Ridge: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR, Shadow Ridge'" or Shangle Ridge'" hip and ridge shingles. 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC —QUA9625; (414) 248-6409; karen.buchmann@us.ul.com - END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R9 Certificate of Authorization #9503 FL5444-R8 Revision 9: 03/06/2015 Page 9 of 9 Florida Building Code Online Florida Depaftmentd Busines Professi -al Regulation 7/13/15, 8:31 AM Professional Regulation r�,r..r. BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats & Facts I Publications I FBC Staff I SCIS Site Map I Unks Search OI�I�11Produd Approval � USER: Public User Product ooroval Menu > Product or Apolicatlon Search > 6pgUAton Ust > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL16226-R2 Revision 2014 Approved ID Atlas Roofing Corporation 2000 RiverEdge Parkway Suite 800 Atlanta, GA 30328 (770) 946-4571 mcollins@atlasroofing.com Meldrin Collins mcollins@atlasroofing.com Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer f] Evaluation Report - Hardcopy Received Zachary R. Priest PE -74021 UL LLC 12/31/2020 Locke Bowden I] Validation Checklist - Hardcopy Received FL16226_112 COI ATL13001.2 2014 FBC Product Evaluation Report - FINAU& https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXOwtDgsNc735fObMipAugi8WN%2bisLJjIKUJfxwljOtsCsfibDO%3d%3d Page 1 of 3 xida Building Code Online Sections from the Code 1507.2.3 1507.2.8 1507.3.3 1507.4.5.1 1507.4.5.2 1507.5.3 1507.5.3.2 1507.7.3 1507.7.3.2 1507.8.3 1507.8.3.2 1507.9.3 1507.9.3.2 1507.9.5 1518.4 Product Approval Method Method 2 Option B Date Submitted 04/19/2015 Date Validated 04/20/2015 Date Pending FBC Approval 04/23/2015 Date Approved 06/22/2015 Summary of Products 7/13/15, 8:31 AM Back Next The State of Florida Is an AA/EEO employer. CQpydght 2007-2013 State of Florida.:: r v Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: tps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsNc735fObMipAugi8WN%2bisLJjlKUJfxwljOtsCsfibDQ%3d%3d Page 2 of 3 FL # Model, Number or Name Description 16226.1 Gorilla Guard EverFelt Spec 30 ASTM D 6757 & ASTM D 226, Type II underlayment Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL3 _SII ATL13001.2 2014 FBC Product Evaluation Approved for use outside HVHZ: Yes Report - FINAL.pdf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use Evaluation Reports F 1 _R2 AE ATL13001.2 2014 FBC Product Evaluation &&_ort - FINAL.pdf Created by Independent Third Party: Yes 16226.2 SUMMIT & SUMMIT 60 Synthetic underlyaments for steep slope roofing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16226_&2_11 ATL13001.2 2014 FBC Product Evaluation Approved for use outside HVHZ: Yes ftgoort - FINAL.pdf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL16226_12_AE ATL13001.2 2014 FBC Product Evaluation Report - FINAL.pdf Created by Independent Third Party: Yes Back Next The State of Florida Is an AA/EEO employer. CQpydght 2007-2013 State of Florida.:: r v Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: tps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsNc735fObMipAugi8WN%2bisLJjlKUJfxwljOtsCsfibDQ%3d%3d Page 2 of 3 CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: Atlas Roofing Corporation 2000 Riveredge Parkway, Suite 800 Atlanta, GA 30328 (770) 612-6267 http://www.atlasroofing.com Manufacturing Plants: Meridian, MS Calgary, Alberta Canada Gujarat, India Ouality Assurance: UL LLC (QUA9625) SCOPE Category: Subcategory: Code Sections: Properties REFERENCES Roofing Underlayments 1507.2.3, 1507.2.8, 1507.3.2, 1507.8.3, Physical properties Enti PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRODUCT DESCRIPTION AND APPLICATION Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 (813) 480-3421 2014 FLORIDA BUILDING CODE Issued March 30, 2015 1507.3.3, 1507.4.5.1, 1507.4.5.2, 1507.5.3, 1507.5.3.2, 1507.7.3, 1507.8.3.2, 1507.9.3, 1507.9.3.2, 1507.9.5, 1518.4 Report No. Standard Year ATL -033-02-01 ASTM D 226 2006 ATL -101-02-01 ASTM D 6757 2007 Mechanically fasten to deck in accordance with ASTM D 226 2006 TAS 117(13) 1995 in. end lap. ASTM D 1781 1998(2012) ATL -134-02-01 ASTM D 6757 2007 and FBC (HVHZ) requirements; Min. 4 in. head lap ASTM D 226 2006 Attachment (Non-HVHZ) > 4:12: ASTM D 4869 2005e1 Gorilla Guard® EverFelt ASTM D 6757 and ASTM D 226, Type II mechanically fastened underlayment made Spec 30 from asphalt -saturated organic felt reinforced with glass fiber for steep slope roof applications. Rolls are a nominal 36 -inch wide by 72 -ft long. Unless otherwise noted, the following application details shall be followed for New and Existing construction. Deck: In accordance with FBC requirements; New construction in the HVHZ shall be in. 19/32 in. plywood Min. slope: 2:12 and in accordance with FBC requirements Attachment for 2:12 to 4:12: Mechanically fasten to deck in accordance with Manufacturer's published application instructions and FBC requirements; Min. 19 in. head lap and 6 in. end lap. Attachment (HVHZ) for > 4:12: Mechanically fasten to deck in accordance with Manufacturer's published application instructions and FBC (HVHZ) requirements; Min. 4 in. head lap and 6 in. end lap. Attachment (Non-HVHZ) > 4:12: Mechanically fasten to deck in accordance with Manufacturer's published application instructions and FBC requirements; Min. 2 in. head lap and 4 in. end lap ATI -13001.2 FL16226-R2 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ATLAS ROOFING CORPORATION Underlayments Gorilla Guard® EverFelt Allowable roof coverings: Asphalt shingles, metal roof panels and shingles, Spec 30 - Continued wood shakes and shingles, and slate shingles. Clay and concrete tiles are allowable when installed with ASTM D 6830, ASTM D 249 organic cap sheet, or other approved underlayments in accordance with FBC requirements. Summit® ASTM D 226, Type II alternative underlayment made from inorganic, woven polypropylene fabric dual -coated with resin for steep slope roof applications. Rolls are a nominal 48 -inch wide by 250 -ft long. Unless otherwise noted, the following application details shall be followed for New and Existing construction. Deck: In accordance with FBC requirements; New construction in the HVHZ shall be in. 19/32 in. plywood Min. slope: 2:12 and in accordance with FBC requirements Attachment for 2:12 to 4:12: Mechanically fasten to deck in accordance with Manufacturer's published application instructions and FBC requirements; Min. 24 in. head lap and 12 in. end lap. Attachment > 4:12: Mechanically fasten to deck in accordance with Manufacturer's published application instructions and FBC requirements; Min. 4 in. head lap and 12 in. end lap Allowable roof coverings: Asphalt shingles, metal roof panels and shingles, wood shakes and shingles, and slate shingles. Summit@) 60 ASTM D 6757, ASTM D 4869, Type II and ASTM D 226, Type II alternative underlayment made from inorganic polypropylene fabric with woven polymeric scrim for steep slope roof applications. Rolls are a nominal 48 -inch wide by 250 -ft long. Unless otherwise noted, the following application details shall be followed for New and Existing construction. Deck: In accordance with FBC requirements; New construction in the HVHZ shall be in. 19/32 in. plywood Min. slope: 2:12 and in accordance with FBC requirements Attachment for 2:12 to 4:12: Mechanically fasten to deck in accordance with Manufacturer's published application instructions and FBC requirements; Min. 24 in. head lap and 12 in. end lap. Attachment > 4:12: Mechanically fasten to deck in accordance with Manufacturer's published application instructions and FBC requirements; Min. 4 in. head lap and 12 in. end lap Allowable roof coverings: Asphalt shingles, metal roof panels and shingles, wood shakes and shingles, and slate shingles. ATL13001.2 FL16226-R2 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ATLAS ROOFING CORPORATION Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published appUcation instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 5) The roof deck shall be constructed of closely fitted sheathing for new or existing construction. Roof deck shall be installed in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in success courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) Roof coverings shall not be adhered directly to the underlayment. 8) The underlayment may be used as described in other current FBC product approval documents. 9) The underlayment shall be exposed on the roof deck for a maximum 30 days unless otherwise stated. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the 2014 Florida Building Code as evidenced in the referenced documents submitted by the named manufacturer. ,`�t1111111/��� ENS Fs -i,, _ 2015.03.3 ' � fir/ •' �' _ No 74021 = 7� r� •, 00-9:12:02 ' * Cc Z —0410!0,1 "P '.. STATE OF : 4/% 'C)'n'•'c Zachary R. Priest, P.E. R , .'•� G\�`� Florida egistration No. 74021 .#4*4 /0NA 11811111 si�?��� Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT ATI -13001.2 FL16226-R2 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. FI•-Siida Building Code Online 7/13/15, 8:31 AM 0CPARMWENT OF _ u r Business ► Professional r Florida Depaftmentof SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats d Facts ( Publications I FOC Stall I BCIS site Map I Links I Search I Busines Produt Professi real *USER: PubbliApseroval Regulation Product Agproval Menu > Product or Aoobcation Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL16226-R2 Revision 2014 Approved n Atlas Roofing Corporation 2000 RiverEdge Parkway Suite 800 Atlanta, GA 30328 (770)946-4571 mcollins@atlasroofing.com Meldrin Collins mcollins@atlasroofing.com Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer P Evaluation Report - Hardcopy Received Zachary R. Priest PE -74021 UL LLC 12/31/2020 Locke Bowden 0 Validation Checklist - Hardcopy Received FL16226 j22_COI ATL13001.2 2014 FBC Product Evaluation Report - FINAL.Ddf https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXOwtDgsNc735fObMipAugi8WN%2bisLJjlKUJfxwljOtsCstibDO%3d%3d Page 1 of 3 xida Building Code Online Sections from the Code 1507.2.3 1507.2.8 1507.3.3 1507.4.5.1 1507.4.5.2 1507.5.3 1507.5.3.2 1507.7.3 1507.7.3.2 1507.8.3 1507.8.3.2 1507.9.3 1507.9.3.2 1507.9.5 1518.4 Product Approval Method Method 2 Option B Date Submitted 04/19/2015 Date Validated 04/20/2015 Date Pending FBC Approval 04/23/2015 Date Approved 06/22/2015 cummarw of prndurfc 7/13/15, 8:31 AM ' Back Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. CogLrlaht 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: tps://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsNc735fObMipAugi8WN%2bisLJilKUJfxwljOtsCsflbDQ%3d%3d Page 2 of 3 FL # Model, Number or Name Description 16226.1 Gorilla Guard EverFelt Spec 30 ASTM D 6757 & ASTM D 226, Type II underlayment Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16226 R22 II ATL13001.2 2014 FBC Product Evaluation Approved for use outside HVHZ: Yes Report-FINAL.gAf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use Evaluation Reports FL16226 R2 AE ATL13001.2 2014 FBC Product Evaluation Report - FINAL.12d Created by Independent Third Party: Yes 16226.2 SUMMIT & SUMMIT 60 Synthetic underlyaments for steep slope roofing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16226_U_II ATL13001.2 2014 FBC Product Evaluation Approved for use outside HVHZ: Yes Report - FINAL. 7—df Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL16226_R2=EATL13001.2 2014 FBC Product Evaluation Dort - FINAL.Dd Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. CogLrlaht 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: tps://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsNc735fObMipAugi8WN%2bisLJilKUJfxwljOtsCsflbDQ%3d%3d Page 2 of 3 CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: Atlas Roofing Corporation 2000 Riveredge Parkway, Suite 800 Atlanta, GA 30328 (770)612-6267 http://www.atiasroofing.com Manufacturing Plants: Meridian, MS Calgary, Alberta Canada Gujarat, India Quality Assurance: UL LLC (QUA9625) SCOPE Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 (813) 480-3421 2014 FLORIDA BUILDING CODE Issued March 30, 2015 Category: Roofing Subcategory: U nderlayments Code Sections: 1507.2.3, 1507.2.8, 1507.3.3, 1507.4.5.1, 1507.4.5.2, 1507.5.3, 1507.5.3.2, 1507.7.3, 1507.3.2, 1507.8.3, 1507.8.3.2, 1507.9.3, 1507.9.3.2, 1507.9.5, 1518.4 Properties: Physical properties REFERENCES Entity PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRODUCT DESCRIPTION AND APPLICATION Report No. Standard Year ATL -033-02-01 ASTM D 226 2006 ATL -101-02-01 ASTM D 6757 2007 Mechanically fasten to deck in accordance with ASTM D 226 2006 TAS 117(8) 1995 in. end lap. ASTM D 1781 1998(2012) ATL -134-02-01 ASTM D 6757 2007 and FBC (HVHZ) requirements; Min. 4 in. head lap ASTM D 226 2006 Attachment (Non-HVHZ) > 4:12: ASTM D 4869 2005e1 Gorilla Guard® EverFelt ASTM D 6757 and ASTM D 226, Type II mechanically fastened undedayment made Spec 30 from asphalt -saturated organic felt reinforced with glass fiber for steep slope roof applications. Rolls are a nominal 36 -inch wide by 72 -ft long. Unless otherwise noted, the following application details shall be followed for New and Existing construction. Deck: In accordance with FBC requirements; New construction in the HVHZ shall be in. 19/32 in. plywood Min. slope: 2:12 and in accordance with FBC requirements Attachment for 2:12 to 4:12: Mechanically fasten to deck in accordance with Manufacturer's published application instructions and FBC requirements; Min. 19 in. head lap and 6 in. end lap. Attachment (HVHZ) for > 4:12: Mechanically fasten to deck in accordance with Manufacturer's published application instructions and FBC (HVHZ) requirements; Min. 4 in. head lap and 6 in. end lap. Attachment (Non-HVHZ) > 4:12: Mechanically fasten to deck in accordance with Manufacturer's published application instructions and FBC requirements; Min. 2 in. head lap and 4 in. end lap ATL 13001.2 FL16226-R2 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ATLAS ROOFING CORPORATION Underlayments Gorilla Guard® EverFelt Allowable roof coverings: Asphalt shingles, metal roof panels and shingles, Spec 30 - Continued wood shakes and shingles, and slate shingles. Clay and concrete tiles are allowable when installed with ASTM D 6830, ASTM D 249 organic cap sheet, or other approved underlayments in accordance with FBC requirements. Summit® ASTM D 226, Type II alternative underlayment made from inorganic, woven polypropylene fabric dual -coated with resin for steep slope roof applications. Rolls are a nominal 48 -inch wide by 250 -ft long. Unless otherwise noted, the following application details shall be followed for New and Existing construction. Deck: In accordance with FBC requirements; New construction in the HVHZ shall be in. 19/32 in. plywood Min. slope: 2:12 and in accordance with FBC requirements Attachment for 2:12 to 4:12: Mechanically fasten to deck in accordance with Manufacturer's published application instructions and FBC requirements; Min. 24 in. head lap and 12 in. end lap. Attachment > 4:12: Mechanically fasten to deck in accordance with Manufacturer's published application instructions and FBC requirements; Min. 4 in. head lap and 12 in. end lap Allowable roof coverings: Asphalt shingles, metal roof panels and shingles, wood shakes and shingles, and slate shingles. Summit® 60 ASTM D 6757, ASTM D 4869, Type II and ASTM D 226, Type II alternative underlayment made from inorganic polypropylene fabric with woven polymeric scrim for steep slope roof applications. Rolls are a nominal 48 -inch wide by 250 -ft long. Unless otherwise noted, the following application details shall be followed for New and Existing construction. Deck: In accordance with FBC requirements; New construction in the HVHZ shall be in. 19/32 in. plywood Min. slope: 2:12 and in accordance with FBC requirements Attachment for 2:12 to 4:12: Mechanically fasten to deck in accordance with Manufacturer's published application instructions and FBC requirements; Min. 24 in. head lap and 12 in. end lap. Attachment > 4:12: Mechanically fasten to deck in accordance with Manufacturer's published application instructions and FBC requirements; Min. 4 in. head lap and 12 in. end lap Allowable roof coverings: Asphalt shingles, metal roof panels and shingles, wood shakes and shingles, and slate shingles. ATL13001.2 FL16226-R2 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ATLAS ROOFING CORPORATION Underlayments LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 5) The roof deck shall be constructed of closely fitted sheathing for new or existing construction. Roof deck shall be installed in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in success courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) Roof coverings shall not be adhered directly to the underlayment. 8) The underlayment may be used as described in other current FBC product approval documents. 9) The underlayment shall be exposed on the roof deck for a maximum 30 days unless otherwise stated. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the 2014 Florida Building Code as evidenced in the referenced documents submitted by the named manufacturer. CERTIFICATION OF INDEPENDENCE 2015.03.3 0 0,9:12:02 —04'0,0' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT ATI -13001.2 FL16226-R2 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fjorida Building Code Online 7/9/15, 8:57 AM -: Business & Professional Regulation r Florida Depaltmentd SCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Unks I Search Busines ProfessitAl *USER: Product Approval Public User Regulation Product Approval Menu > Product or Application Search > ARplication List > Application Detail FL # FL2533-1113 Application Type Revision Code Version 2014 Application Status Approved Comments Archived L1 Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 18 Moores Road Malvern, PA 19355 (610)651-5847 mark.d.harner@saint-gobain.com Authorized Signature Mark Harrier mark.d.harner@saint-gobain.com Technical Representative Mark D. Harrier Address/Phone/Email 18 Moores Road Malvern, PA 19355 (610)651-5847 Mark.D.Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Modified Bitumen Roof System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer p Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/03/2017 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of IndependenceL2F 533 R13 COI 2015 01 COI Nieminen.pdf Referenced Standard and Year (of Standard) Standard Year ASTM D6162 2000 ASTM D6163 2000 https://www.floridabuilding.org/pr/pr_app_dtl.aspx9param=wG...wtDgvwelwRFXRvHOHSbalV%2f8Et5lwOz7uDXUx7%2brOS3OjWyw%3d%3d Pagel of 2 xida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products ASTM D6164 2005 ASTM D6222 2008 ASTM D6509 2009 FM 4470 1992 FM 4474 2004 Method 1 Option D 03/16/2015 04/07/2015 04/11/2015 06/23/2015 7/9/15, 8:57 AM FL # Model, Number or Name Description 2533.1 Flintlastic Modified Bitumen Modified Bitumen Roof Systems Roof Systems Limits of Use Installation Instructions Approved for use in HVHZ: No FL2533 R33_II_2015 03 FINAL Al E CERTAINTEE _MODBIT FL2533- Approved for use outside HVHZ: Yes R13.12df Impact Resistant: N/A Verified By: Robert Nieminen, PE PE -59166 Design Pressure: +N/A/ -630 Created by Independent Third Party: Yes Other: 1.) Refer to ER Section 5 for Limits of Evaluation Reports Use. 2.) The design pressure noted in this FL2533 R13_AE_2015_03_FINAL ER CERTAINTEED M DBIT FL2533- R13.Ddf application relates to one specific system. Refer to the ER Appendix for all systems and max Created by Independent Third Party: Yes design pressures. Back Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850.487.1824 The State of Florida Is an AA/EEO employer. Q20yright 2007-2013 State of Florida.:: Privacy Statement :: Accesslbllity Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click herr_. Product Approval Accepts: ®®NOW® CreditSAFE tps://www.floridabuilding.org/pr/pr_app_dtl.aspx7param=wG...wtDgvwelwRFXRvHOHSbalV%2f8Et5lwOz7uDXUx7%2brOS3OjWyw%3d%3d Page 2 of 2 QOTRINITYIERD ) APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPUFT RESISTANCE ) Table Deck Application Type Description Page 1A Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5-6 1B Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 7 1C Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 8-9 11) Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 10-11 1E-1 Wood New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 12-14 3E-2 Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 15-16 1F Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 16 2A Steel or Conc. New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 17-19 28 Steel or Conc. New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 20-24 2C Steel or Conc. New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 25-26 3A Concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 27-34 3B Concrete New or Reroof (Tear -Off) A-3 Bonded Temp Roof/Vapor Barrier, Bonded Insulation, Bonded Roof Cover 35 3C Concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 35 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 36-37 4B LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 38 4C LWIC New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 39-43 SA CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 44 5B CWF New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 45 5C CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 45 SD CWF New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 46 6A Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 47-48 68 Gypsum Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 49 6C Gypsum Reroof (Tear -Off) C Mech. Attached Insulation, Bonded Roof Cover 49 6D Gypsum Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 50 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 51-57 7B Various Recover F Non -Insulated, Bonded Roof Cover 57 The followine notes apply to the systems outlined herein: The roof system evaluation herein pertains to above -deck roof components. Roof decks shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. Unless otherwise noted, fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: Wood Deck: OMG f114 Roofgrip with Flat Bottom Plate (Accutrac), OMG HD with OMG 3 in. Galvalume Steel Plate, Dekfast 1114 with Hex Plate or 3" Round Insulation Plate, Trufast HD with Trufast 3" Metal Insulation Plates or FlintFast #14 Fastener with FlintFast 3" Insulation Plates. Minimum 0.75 -inch plywood penetration or minimum 1 -inch wood plank embedment. ➢ Steel Deck: - OMG #12 or #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG 1112 Standard or HD with OMG 3 in. Galvalume Steel Plate, Dekfast 1112 or #14 with Hex Plate or 3" Round Insulation Plate, Trufast DP or HD with Trufast 3" Metal Insulation Plates or FlintFast #12 or #14 Fastener with FlintFast 3" Insulation Plates. Minimum 0.75 -inch steel penetration and engage the top flute of the steel deck. ➢ Concrete Deck: OMG H14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG HD or CD -10 with OMG 3 in. Galvalume Steel Plate, Dekfast 1114 or DekSpike with Hex Plate or 3" Round Insulation Plate, Trufast HD or CF with Trufast 3" Metal Insulation Plates or FlintFast #14 Fastener with FlintFast 3" Insulation Plates. Minimum 1 -inch embedment. Fasteners installed with a pilot hole in accordance with the fastener manufacturer's published installation instructions. Exterior Research and Design, LLC. d/b/a TrinitylERD Certificate of Authorization 119503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-1134 for FL2533-R13 Revision 14: 03/27/2015 Appendix 1, Page 1 of 57 TRINITY I ERD 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, GlasRoc Roof Board or gypsum -based 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 2603.4.1 or 2603.8, when installed with the roof cover. 4. Minimum 200 psi, minimum 2 -inch lightweight insulating concrete may be substituted for rigid insulation board for System Type D (mechanically attached 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. S. 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 (HA): Full coverage at 25-30 lbs/square > Ashland Pliodeck (A -PD): Continuous 0.75 inch wide ribbons, 12 -inch o.c. Ribbons of subsequent layers shall be perpendicular to those in the layer below. > Dow Insta-Stik (D -IS): Continuous 0.75 to 1 inch wide ribbons, 12 -inch o.c. > Dow Spray -N -Grip (D -SG): Full coverage > Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5 -inch wide ribbons, 12 -inch o.c. > Millennium PG -1 Pump Grade Adhesive (M-PG1): Continuous 0.5 to 0.75 -inch wide ribbons, 12 -inch o.c. > OMG OlyBond 500 or OlyBond Green (08500): Continuous 0.75 -inch wide ribbons, 12 -inch o.c. (PaceCart or SpotShot) > 3M CR -20: Continuous 2.5 to 3 -inch wide ribbons, 12 -inch o.c. (Note: TITESET may be used where CR -20 is referenced). > Note: When multiple loyers(s) of insulation and/or coverboord are installed in ribbon -applied adhesive, adhesive ribbons shall be staggered from layer-to-loyer a distance of one-half the ribbon spacing. > 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. 6. 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: > Ashland Pliodeck (A -PD) @ 12 -inch o.c. MDP -105.0 psf (Min. 1.0 -inch) > Ashland Pliodeck (A -PO) @ 6 -inch o.c. MDP -277.5 psf (Min. 1.0 -inch) > Dow Insta-Stik (D -IS): MDP -120.0 psf (Min. 1.0 -inch) > Millennium One Step Foamable Adhesive (M-OSFA): MOP -157.5 psf (Min. 1.0 -inch) > Millennium PG -1 Pump Grade Adhesive (M-PG1): MOP -157.5 psf (Min. 1.0 -inch) > OMG OlyBond 500 (08500): MOP -45.0 psf (Min. 0.5 -inch Multi -Max FA3) > OMG OlyBond 500 (08500): MDP -187.5 psf (Min. 0.5 -inch ISO 95+ GQ > OMG OlyBond 500 (OB500): MDP -315.0 psf (Min. 0.5 -inch ENRGY 3) > OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.5 -inch ACFoam II) > 3M CR -20: MDP -117.5 psf (Min. 1.0 -inch) 7. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 k. 8. 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 RAS 117 and FM LPDS 1-29. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements. 9. For fully bonded assemblies, 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. 10. 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 TAS 10S or ANSI/SPRI FX -1. 11. 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 AHJ, as documented through field uplift testing in accordance with ASTM E907, FM LPDS 1-52, ANSI/SPRI IA -1 or TAS 124. 12. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application. Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Evaluation Report 3520.03.04-1134 for FL2533-R13 Certificate of Authorization #9503 Revision 14:03/27/2015 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 2 of 57 QOTRINITYIERD 13. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. Exterior Research and Design, U.C. d/b/a Triniryl ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-1134 for FL2533-R33 Revision 14:03/27/2015 Appendix 1, Page 3 of 57 GEMINTEEDOM NTLASTICO MODIFIED B"!MEN EOMroNEr4Ts & APPLICATION METHODS Reference layer Material Application BP -AA Base Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 (Base and Ply sheets, Asphalt- Hot asphalt at 20-40 lbs/square Applied) Ply Flintglas Ply Sheet Type IV; Flintglas Premium Ply Sheet Type VI BP AA2 Base Yosemite Venting Base Hot asphalt in 24 -inch diameter spots in 3G - (Base, Spot -Asphalt -Applied) inch grid pattern BP-AA3 Base Yosemite Venting Base Hot asphalt in 9 -inch diameter spots in grid (Base, Spot -Asphalt -Applied) pattern noted herein. BP AA4 Base Yosemite Venting Base Hot asphalt in 9 -inch wide ribbons spaced (Base, Strip -Asphalt -Applied) as noted herein. BP-CA2 Base/Ply Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 Henry #903 Adhesive at 1.5 gal/square BP-CA3 Base/Ply Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 Millennium Hurricane Force Membrane Adhesive, beads spaced 6 -inch o.c. Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS -AA Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual (SBS, Asphalt -Applied) Hot asphalt at 20-40 lbs/square Cap Cap; Flintlastic FR -P; Flintlastic FR -P CoolStar; Flintlastic Premium FR -P; Flintlastic Premium FR -P CoolStar; Flintlastic GMS; Flintlastic GMS CoolStar; Flintlastic Premium GMS; Flintlastic Premium GMS CoolStar Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS-CA1 FlintBond Brush or Karnak No. 81 Cold Note: Base ply cures overnight prior to application of the cap ply. Process Modified Bitumen Adhesive Brush Cap Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Cap; Flintlastic FR -P; Flintlastic FR -P CoolStar; (SBS, Cold -Applied) Grade at 1 gal/square Flintlastic Premium FR -P; Flintlastic Premium FR -P CoolStar Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS-CA2 Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual (SBS, Cold -Applied) Henry #903 Adhesive at 1.5 gal/square. Cap Cap; Flintlastic FR -P; Flintlastic FR -P CoolStar; Flintlastic Premium FR -P; Flintlastic Premium FR -P CoolStar; Flintlastic GMS; Flintlastic GMS CoolStar; Flintlastic Premium GMS; Flintlastic Premium GMS CoolStar Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS-CA3 Millennium Hurricane Force Membrane Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual (SBS, Cold -Applied) Adhesive, beads spaced 6 -inch o.c. Cap Cap; Flintlastic FR -P; Flintlastic FR -P CoolStar; Flintlastic Premium FR -P; Flintlastic Premium FR -P CoolStar; Flintlastic GMS; Flintlastic GMS CoolStar; Flintlastic Premium GMS; Flintlastic Premium GMS CoolStar Exterior Research and Design, U.C. d/b/a Triniryl ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-1134 for FL2533-R33 Revision 14:03/27/2015 Appendix 1, Page 3 of 57 QOTRINITYIERD 14. Insulation is optional for Recover or Concrete Deck Applications using System Type D (Mechanically Attached Base Sheet, Bonded Roof Cover). 15. "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, I.I.C. d/b/a Trinity IERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-1134 for F1.2533-1113 Revision 14:03/27/2015 Appendix 1, Page 4 of 57 CEaTA1NTEEc FLINn"mnCO MODIFIED BFMMEN COMPONENTS & APPLICATION METHODS (CONT.INU_ED) Reference layer Material Application Base Flintlastic Ultra Poly SMS Base; Flintlastic Base 20 T Ply Flintlastic Ultra Poly SMS Base; Flintlastic Base 20 T SBS -TA Torch -Applied Flintlastic FR Cap 30 T; Flintlastic FR Cap 30 T CoolStar; Flintlastic GTS; Flintlastic GTS CoolStar; Flintlastic GTS -FR; (SBS, Torch -Applied) Cap Flintlastic GTS -FR CoolStar; FlintClad Base Flintlastic APP Base T; Flintlastic STA; Flintlastic STA Plus APP -TA (APP, Torch -Applied) Torch -Applied Cap Flintlastic STA; Flintlastic STA Plus; Flintlastic GTA; Flintlastic GTA CoolStar; Flintlastic GTA -FR; Flintlastic GTA -FR CoolStar SBS -SA -H (SBS, Self -Adhering, Hybrid Base/Ply Black Diamond Base Sheet; Flintlastic Ultra Glass SA Self -Adhering Systems) Base Flintlastic SA PlyBase; Flintlastic SA Mid Ply SBS -SA Self -Adhering Ply Flintlastic SA PlyBase; Flintlastic SA Mid Ply (SBS, Self -Adhering) Cap Flintlastic SA Cap; Flintlastic SA Cap CoolStar; Flintlastic SA Cap FR; Flintlastic SA Cap FR CoolStar 14. Insulation is optional for Recover or Concrete Deck Applications using System Type D (Mechanically Attached Base Sheet, Bonded Roof Cover). 15. "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, I.I.C. d/b/a Trinity IERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-1134 for F1.2533-1113 Revision 14:03/27/2015 Appendix 1, Page 4 of 57 QOTRINITYIERD TABLE 3A: WOOD DECKS—NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover MDP Type Fasteners Attach Type Attach Type Attach Base Ply Cap No. (See Note 1) (Psf) SELF -ADHERING SYSTEMS: Min. 19/32- Glasbase, All 32 ga., 1-5/8- 9 -inch o.c. in 4 -inch Min. 1.5 -inch inch Weather Empire, inch dia. tin lap and 12 -inch o.c. ACFoam II, Min. 0.25 -inch Flexiglas Base, Dens Deck (Optional) W-1 plywood at Flintlastic Base 20; caps with 11 ga. in two, equally FlintBoard ISO, HA primed with HA SBS -SA SBS -SA SBS -SA -45.0' max. 24 -inch poly SMS; Ultra Poly annular ring spaced, staggered ENRGY-3, H -Shield FlintPrime SA spans SMS; Yosemite shank nails center rows or Multi -Max FA3 HA full HA full Min. 19/32- Glasbase, All 32 ga., 1-5/8- 8 -inch o.c. in 3 -inch Min. 1.5 -inch coverage or inch Weather Empire, inch dia. tin lap and 8 -inch o.c. ACFoam II, OB500, M- Min. inch coverage or W-2 plywood at Flexiglas Base, Poly caps with 11 ga. in three, equally FlintBoard ISO, OSFA, A- k Dens Deck 08500,- M- SBS -SA (Optional) SBS -SA -52.5 primed with OSFA, SBS -SA max. 24 -inch SMS or Ultra Poly annular ring spaced, staggered ENRGY-3, H -Shield PD, D -IS or FlintPrime SA IS CR0, 6- spans SMS shank nails center rows or Multi -Max FA3 CR -20,4- inchh o.c. inch o.c. Min. 19/32- 32 ga., 1-5/8- 8 -inch o.c. in 3 -inch Min. 1.5 -inch inch inch dia. tin lap and 8 -inch o.c. ACFoam II, Min. 0.25 -inch W-3 plywood at Yosemite Venting caps with 11 ga. in three, equally FlintBoard ISO, HA Dens Deck HA SBS -SA (Optional) SBS -SA -52.5 Base Sheet primed with SBS -SA max. 24 -inch annular ring spaced, staggered ENRGY-3, H -Shield FlintPrime SA spans shank nails center rows or Multi -Max FA3 HA full Min. 19/32- Glasbase, All 32 ga., 1-5/8- 8 -inch o.c. in 3 -inch (Optional) Min. coverage or Min. 0.25 -inch HA full inch Weather Empire, inch dia. tin lap and 8 -inch o.c. 1.5 -inch ACFoam OBS00, M- SECUROCK coverage or W-4 plywood at Flexiglas Base, Poly caps with 11 ga. in three, equally II, FlintBoard ISO, OSFA, A- Gypsum -Fiber OB500, M- SBS -SA (Optional) SBS -SA -60.0 Roof Board OSFA, -P0, SBS -SA max. 24 -inch SMS or Ultra Poly annular ring spaced, staggered ENRGY-3, H -Shield PD, D -IS or Primed with R - IS 6 spans SMS shank nails center rows or Multi -Max FA3 CR -20, 4- FlintPrime SA inchh o.c. inch o.c. Min. 19/32- 32 ga., 1-5/8- 8 -inch o.c. in 3 -inch (Optional) Min. Min. 0.2S-inch inch inch dia. tin lap and 8 -inch o.c. 1.5 -inch ACFoam SECUROCK W-5 plywood at Yosemite Venting caps with ii ga. in three, equally II, FlintBoard ISO, HA Gypsum -Fiber HA SBS -SA (Optional) SBS -SA -60.0 Base Sheet Roof Board SBS -SA max. 24 -inch annular ring spaced, staggered ENRGY-3, H -Shield primed with spans shank nails center rows or Multi -Max FA3 FlintPrime SA HYBRID SYSTEMS: Min. 19/32- Glasbase, All 32 ga., 1-5/8- 9 -inch o.c. in 4 -inch Min. 1.5 -inch inch Weather Empire, inch dia. tin lap and 12 -inch o.c. ACFoam II, SBS -AA,, W-6 plywood at Flexiglas Base, caps with 11 ga. in two, equally FlintBoard ISO, HA None N/A SBS -SA- BP -AA, SBS- SBS -TA -45.0 max. 24 -inch Flintlastic Base 20; annular ring spaced, staggered ENRGY-3, H -Shield H AA, SBS -TA APP - or APP - spans Poly SMS; Ultra Poly shank nails center rows or Multi -Max FA3 or APP -TA TA SMS; Yosemite Exterior Research and Design, U.C. d/b/a Trinity IERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-1114 for FL2533-R13 Revision 14:03/27/2015 Appendix 1, Page 5 of 57 QOTRINITYIERD TABLE 3A: WOOD DECKS—NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover MOP Type Fasteners Attach Type Attach Type Attach Base Ply Cap No. (See Note 1) (Psf) 32 ga., 1-S/8- 8 -inch o.c. in 3 -inch Min. 1.5 -inch Min. 19/32- Glasbase; Flintglas inch dia. tin lap and 8 -inch o.c. ACFoam II, (Optional) SBS -AA, W-7 inch Premium Ply Sheet caps with 11 ga. in three, equally FlintBoard ISO, HA None N/A SBS -SA- BP -AA, SBS- SBS -TA -60.0 plywood at Type VI; Yosemite annular ring spaced, staggered ENRGY-3, H -Shield H A or APP - max. 24 inch shank nails center rows or Multi -Max FA3 or or APP -TA TA CON VENTIONAL.SYSTEMS: — Min. 19/32- Glasbase, All 32 ga., 1-5/8- 9 -inch o.c. in 4 -inch Min. 1.S -inch Min. 0.2S -inch BP -AA , inch i Weather Empire, inch dia. tin lap and 12 -inch o.c. ACFoam II, Dens Deck SBS -AA, (Optional) SBS -AA, W-8 plywood at Plexiglas Base, caps with 11 ga. in two, equally FlintBoard ISO, HA primed with HA SBS -TA BP -AA, SBS- SBS -TA -45.0 max. 24 -inch Flintlastic Base 20; annular ring spaced, staggered ENRGY-3, H -Shield FlintPrime (ASTM or APP - AA, SBS -TA or APP - spans Poly SMS; Ultra Poly shank nails center rows or Multi -Max FA3 D41) primer TA or APP -TA TA SMS; Yosemite HA full Min. 19/32- Glasbase, All 32 ga., 1-5/8- 8 -inch o.c. in 3 -inch Min. 1.5 -inch coverage or Min. 0.25 -inch HA full BP -AA, inch Weather Empire, inch dia. tin lap and 8 -inch o.c. ACFoam II, 08500, M- Dens Deck coverage or SBS -AA, (Optional) SBS -AA, W-9 plywood at Flexiglas Base, Poly caps with 11 ga. in three, equally FlintBoard ISO, OSFA, A- primed with OB500, M- SBS -TA BP -AA, SBS- SBS -TA -52.5 max. 24 -inch SMS or Ultra Poly annular ring spaced, staggered ENRGY-3, H -Shield PD, D -IS or FlintPrime (ASTM ISSFA, A -PD, 0 or APP AA, SBS -TA or APP - spans SMS shank nails center rows or Multi -Max FA3 CR -20, 4- D41) primer IS CR -20, 6 TA or APP -TA TA inch o.c. h inch o.c. Min. 19/32- 32 ga., 1-S/8- 8 -inch o.c. in 3 -inch Min. 1.5 -inch Min. 0.25 -inch BP -AA, inch inch dia. tin lap and 8 -inch o.c. ACFoam II, Dens Deck SBS -AA, (Optional) SBS -AA, W-10 plywood at Yosemite Venting caps with 11 ga. in three, equally FlintBoard ISO, HA primed with HA SBS -TA BP -AA, SBS- SBS -TA -S2.5 max. 24 -inch Base Sheet annular ring spaced, staggered ENRGY-3, H -Shield FlintPrime (ASTM or APP- SBS -TA or APP- S pans shank nails center rows or Multi -Max FA3 D41)primer TA or or APP -TA TA HA full Min. 19/32- Glasbase, All 32 ga., 1-5/8- 8 -inch o.c. in 3 -inch (Optional) Min. coverage or HA full BP -AA, inch Weather Empire, inch dia. tin lap and 8 -inch o.c. 1.5 -inch ACFoam 08500, M- Min. inch coverage or SBS AA (Optional) SBS -AA, W-11 plywood at Flexiglas Base, Poly caps with 11 ga. in three, equally II, FlintBoard ISO, OSFA, A- SECUROCK ROC OB500, M- SBS -TA BP -AA, SBS- SBS -TA -60.0 max. 24 -inch SMS or Ultra Poly annular ring spaced, staggered ENRGY-3, H -Shield PD, D -IS or ISSFA, -P0, 0 or APP- SBS TA or APP - spans SMS shank nails center rows or Multi -Max FA3 CR -20,4- Roof BoarGypsum-Fd Roof Board IS R CR -20, 6 TA or or APP -TA TA h inch o.c. inch o.c. Min. 19/32- 32 ga., 1-5/8- 8 -inch o.c. in 3 -inch (Optional) Min. BP -AA, Min. 0.25 -inch (Optional) SBS -AA, inch Yosemite Venting inch dia. tin lap and 8 -inch o.c. 1.S -inch ACFoam SECUROCK SBS -AA, BP -AA, SBS- SBS -TA W-12 plywood at Base Sheet caps with 11 ga. in three, equally II, FlintBoard ISO, HA GypsumHA SBS -TA AA, SB A or APP - -60.0 max. 24 -inch annular ring spaced, staggered ENRGY-3, H -Shield Roof Board Roof Board or APP- -T or74PP-TA TA spans shank nails center rows or Multi -Max FA3 TA Exterior Research and Design, U.C. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-R14 for FL2533-R13 Revision 14:03/27/2015 Appendix 1, Page 6 of 57 QOTRINITYIERD TABLE 1B: WOOD DECKS—NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE B: MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer Roof Cover MDP (psf) Type Fasteners Attach Type Attach Base Ply Cap No. (See Note 1) HYBRID -111 Min. 15/32 -inch Min. 1.5 -inch ACFoam FlintFast #12 or Min. 1.5 -inch ACFoam II, HA, D -IS, M- W -13 exterior grade II, FlintBoard ISO, H- #14 with 1 per 1.33 FlintBoard ISO, H -Shield or OSFA, M-PG3 SBS -SA -H (Optional) APP -TA APP -TA -67.5 plywood at max. 24- Shield or FlintBoard FlintFast 3" ft2 FlintBoard ISOm. or 08500 inch spans ISO,,. Insulation Plates CONVENTIONAL SYSTEMS: Min. 23/32 -inch Min. 1.5 -inch ACFoam Min. 0.5 -inch FM Approved (Optional) BP -AA, W -14 exterior grade II, FlintBoard ISO, See Note 2 z 1 per 2 ft Wood Fiberboard, min. HA BP -AA or 585 -AA, SBS -TA or SBS -AA, SBS - -45.0 plywood at max. 24- ENRGY 3, H -Shield 0.75 -inch FM Approved SBS -AA APP TA TA or APP -TA inch spans perlite Min. 23/32 -inch Min. 1.5 -inch ACFoam Min. 0.25 -inch SECUROCK BP -AA, SBS- (Optional) 8P -AA, W-15 exterior grade II, FlintBoard ISO, See Note 2 2 1 per 2 ft Gypsum -Fiber Roof Board, HA AA, SBS -TA SBS -AA, SBS -TA or SBS -AA, SBS 45.0 plywood max. 24- ENRGY 3, H -Shield Deck or Dens Deck or APP -TA APP -TA TA or APP -TA inch spanss rim Prime Min. 15/32 -inch Min. 1.5 -inch ACFoam FlintFast #12 or Optional additional layer(s) exterior grade II, Flint8oard ISO, H- #14 with 1 per 1.33 of base insulation followed HA, D -IS, M - W-16 plywood at max. 24- Shield or FlintBoard FlintFast 3" ftz by Min. 0.25 -inch SECUROCK OSFA, M-PG3 APP -TA (Optional) APP -TA APP -TA 90.0 inch spans ISOM. Insulation Plates Gypsum -Fiber Roof board or 08500 Exterior Research and Design, I.I.C. d/b/a TrinitylERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-1114 for F1.2533-1113 Revision 14:03/27/2015 Appendix 1, Page 7 of 57 QOTRINITYIERD TABLE 1C: WOOD DECKS — NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Deck Top Insulation layer Roof Cover Base Insulation Layer MDP (psf) Type Fasteners Attach Base Ply Cap No. (See Note 1) SELF -ADHERING SYSTEMS: Flintfast 3 in. Min. 15/32 -inch plywood (Optional) One more Min. 0.25 -inch SECUROCK Insulation Plates ft = W-17 at max. 24 -inch spans layers, any combination, Gypsum -Fiber Roof Board with Flintfast #12 1 per 3.2 SBS -SA (Optional) SBS SA SBS -SA 30.0' loose laid or #14 Min. 19/32 -inch exterior (Optional) One or more Min. 0.25 -inch Dens Deck W-18 grade plywood at max. 24- layers, any combination, See Note 2 , 1 per 1.33 ft SBS -SA (Optional) SBS -SA SBS -SA -45.0 primed with FlintPrime SA inch spans loose laid 3 in. Min. 19/32 -inch exteriorFlintfast (Optional) One or more Min. 3/8 -inch SECUROCK Insulation Plates W-19 grade plywood at max. 24- layers, any combination, 1 per 2.7 It = SBS -SA (Optional) SBS -SA SBS -SA -45.0' Gypsum -Fiber Roof Board with FlintFast #12 inch spans loose laid or #14 Min. 1.5 -inch ACFoam 11, Flintfast 3 in. W-20 Min. 19/32 -inch plywood (Optional) One or more layers, ENRGY 3, H -Shield, Multi -Max Insulation Plates 1 2 ft SBS SBS SBS at max. 24 -inch spans any combination, FA3 or FlintBoard ISO primed with FlintFast N12 per -SA (Optional) -SA -SA 45.0' loose laid with FlintPrime SA or #14 (Optional) One or more Min. 1.5 -inch ACFoam II, W-21 Min. 19/32 -inch plywood layers, any combination, ENRGY 3, H -Shield, Multi -Max See Note 2 1 per 1.45 ft2 SBS -SA (Optional) SBS -SA SBS -SA -60.0 at max. 24 -inch spans FA3 or FlintBoard 150 primed loose laid with FlintPrime SA HYBRID SYSTEMS: Flintfast 3 in. Min. 15/32 -inch I plywood (Optional) One or more Min. 0.25 -inch Dens Deck; Insulation Plates ft = (Optional) BP -AA, SBS -AA, SBS -TA W 22 at max. 24 -inch spans layers, any combination, Dens Deck Prime with FlintFast #12 1 per 2 SBS SA -H SBS -AA, SBS -TA or or APP -TA 30.0• loose laid or #14 APP -TA Min. 15/32 -inch plywood (Optional) One or more layers, Min. 1.5 -inch ACFoam 11, FlintBoard ISO, ENRGY 3 See Note 2 2 1 1.33 ft 585 (Optional) BP -AA or SBS W-23 at max. 24 -inch spans any combination, loose laid or Multi -Max FA3 per -SA -H SBS AA -AA -52.5 (Optional) One or more Min. 1.5 -inch ACFoam ll, (Optional) 8P -AA, W-24 Min. 19/32 -inch plywood layers, any combination, FlintBoard ISO, H -Shield, See Note 2 Z 1 per 1.45 ft SBS -SA -H SBS -AA, SBS -TA or SBS -AA, SBS -TA 60.0 at max. 24 -inch spans loose laid FlintBoard ISO„ APP -TA or APP -TA Flintfast 3 in. (Optional) Min. 1.5 -inch, Min. 1.5 -inch ACFoam II, W 25 Min. 15/32 -inch plywood p ywood One more layers, any FlintBoard ISO, H -Shield, Insulation Plates 1 per 1.= 33 kor SBS -SA -H (Optional) SBS -AA, SBS -AA, SBS -TA 75.0 at max. 24 -inch spans combination, loose laid FlintBoard ISO„ with FlintFast 1112 SBS-TA or APP -TA or APP -TA q14 Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Certificate of Authorization 119503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.041114 for FL2533-R33 Revision 14:03/27/2015 Appendix 1, Page 8 of 57 QOTRINITYIERD TABLE 1C: WOOD DECKS—NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Deck Top Insulation Layer Roof Cover Base Insulation Layer MOP (psf) Type Fasteners Attach Base Ply Cap No. (See Note 1) Min. 19/32 -inch exterior (Optional) One or more Min. 1.5 -inch ACFoam II, (Optional) SBS -TA SBS -TA or APP- W-26 grade plywood at max. 24- layers, any combination, FlintBoard ISO, ENRGY 3 or See Note 2 1 per 1.33 ft' SBS -SA -H -82.5 inch spans loose laid Multi -Max FA3 or APP -TA TA CONVENTIONAL SYSTEMS: Min. 23/32 -inch exterior (Optional) One or more Min. 0.5 -inch FM Approved (Optional) BP -AA, W-27 grade plywood at max. 24- layers, any combination, Wood Fiberboard, min. 0.75- See Note 2 1 per 2 ft= or SBS- SBS -AA, SBS -TA or , SBS -TA -45.0' inch spans loose laid inch FM Approved perlite AA APP -TA or APP -TA or APP (Optional) One or more Min. 0.25 -inch SECUROCK FlintFast #12 or BP -AA, SBS- (Optional) BP -AA, W 28 Min. 15/32 -inch I plywood layers, any combination, Gypsum -Fiber Roof Board, #14 HD with 1 per 2 ftz AA, SBS TA or SBS -AA, SBS TA or SBS -AA, SBS -TA 45.0` at max. 24 -inch spans Dens Deck or Dens Deck FlintFast 3" or APP -TA loose laid Prime Insulation Plates APP -TA APP -TA (Optional for Recover) FlintFast 1x12 or W-29 Min. 15/32 -inch plywood Min. 1.5 -inch, One or Min. 0.25 -inch SECUROCK #14 HD with 1 per 1.45 ft2 APP -TA (Optional) APP -TA APP -TA -60.0 at max. 24 -inch spans more layers, any Gypsum -Fiber Roof Board FlintFast 3" combination, loose laid Insulation Plates (Optional for Concrete or Min. 19/32 -inch exterior Recover) Min. 2 -inch FlintFast #12 or BP -AA, SBS- (Optional) BP -AA, W-30 grade plywood at max. 24- ACFoam II, FlintBoard, H- Min. 0.5 -inch SECUROCK #14 HO with 2 1 per 1.78 ft AA, SBS -TA or SBS -AA, SBS -TA or SBS -AA, SBS -TA -60.0 Gypsum -Fiber Roof Board FlintFast 3" or APP -TA inch spans Shield or ENRGY 3, loose Insulation Plates APP -TA APP -TA laid. (Optional for Recover) FlintFast #12 or W-31 Min. 15/32 -inch plywood Min. 1.5 -inch, One or Min. 0.25 -inch SECUROCK #14 HD with 1 per 1.33 ft2 APP -TA (Optional) APP -TA APP -TA -67.5 at max. 24 -inch spans more layers, any Gypsum -Fiber Roof Board FlintFast 3" combination, loose laid Insulation Plates Exterior Research and Design, I.I.C. d/b/a Trinity IERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.041114 for FL2533-R13 Revision 14:03127/2015 Appendix 1, Page 9 of 57 QOTFUNITYIERD 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 Deck Insulation Layer(s) Base or Anchor Sheet Roof Cover MOP Type Attach Base Fasteners Attach Ply Cap No. (See Note 1) (psf) SELF -ADHERING SYSTEMS: 8 -inch o.c. at min. 3 -inch lap and 8 - Min. 19/32 -inch Min. 1.5 -inch, One Prelim. inch o.c. in two, equally spaced, (Optional) W-32 plywood at max 24- or more layers, Attach Flintlastic SA NailBase See Note 2 staggered center rows; Stress plates SBS SA 585 -SA 82.5' inch spans any combination shall be primed with FlintPrime (ASTM D41) primer or FlintPrime SA Flintfast 3 in. Insulation Plates 6 -inch o.c. at min. 2 -inch lap and 6 - Min. 15/32 -inch Min. 1.5 -inch, One Prelim. with FlintFast #12 or #14; inch o.c. in three, equally spaced, (Optional) W-33 plywood at max 24- or more layers, Attach Flintlastic SA NailBase Trufast MP3 with DP or H0; staggered center rows; Stress plates SBS SA 585 SA 97.5' inch spans any combination OMG 3 in. Round Metal Plates shall be primed with FlintPrime with OMG #14 HD (ASTM D41) primer or FlintPrime SA. Flintfast 3 in. Insulation Plates 6 -inch o.c. at min. 2 -inch lap and 6 - Min. 15/32 -inch Min. 1.5 -inch, One Prelim. with FlintFast #12 or 1114; inch o.c. in four, equally spaced, (Optional) W-34 plywood at max 24- or more layers, Attach Flintlastic SA NailBase Trufast MP3 with DP or HD; staggered center rows; Stress plates SBS SA SBS -SA -127.5' inch spans any combination OMG 3 in. Round Metal Plates shall be primed with FlintPrime with OMG #14 HD (ASTM D41) primer or FlintPrime SA. HYeRIo SYSTEMS: Flintfast 3 in. Insulation Plates 6 -inch o.c. at 4 -inch lap and 6 -inch Min. 15/32 -inch Min. 1.5 -inch, One Glasbase; Flexiglas; with FlintFast #12 or #14; o.c. in three, equally spaced, W -35 plywood at max 24- or more layers, Prelim. Flintlastic Base 20; Poly SMS Trufast MP3 with DP or HD; staggered center rows; Stress plates SBS -SA -H SBS -AA, SBS - -97.5 inch spans any combination Attach Base; Ultra Poly SMS Base OMG 3 in. Round Metal Plates shall be primed with FlintPrime TA or APP -TA with OMG 914 HD (ASTM D41) primer or FlintPrime SA. Min. 19/32 -inch Min. 1.5 -inch, One Prelim. Glasbase; Flexiglas; 7 -inch o.c. at 3 -inch lap and 7 -inch SBS AA, SBS W-36 plywood at max 24- or more layers, Flintlastic Base 20; Poly SMS See Note 2 o.c. in three, equally spaced, SBS -SA -H -105.0 inch spans any combination Attach Base; Ultra Poly SMS Base staggered center rows TA or APP -TA Flintfast 3 in. Insulation Plates 6 -inch o.c. at 4 -inch lap and 6 -inch Min. 15/32 -inch Min. 1.5 -inch, One Glasbase; Flexiglas; with FlintFast #12 or #14; o.c. in four, equally spaced, W -37 plywood at max 24- or more layers, Prelim. Flintlastic Base 20; Poly SMS Trufast MP3 with DP or HD; staggered center rows; Stress plates SBS -SA -H SBS -AA, SBS - -127.5 inch spans any combination Attach Base; Ultra Poly SMS Base OMG 3 in. Round Metal Plates shall be primed with FlintPrime TA or APP -TA with OMG #14 HD (ASTM D41) primer or FlintPrime SA. CONVENTIONAL SYSTEMS: Min. 23/32 -inch Min. 1.5 -inch, One Glasbase; All 12 -inch o.c. at 4 -inch lap and 36 -inch BP -AA, SBS - W -38 exterior grade or more layers, Prelim. Weather/Empire Base; See Note 2 o.c. in two, equally spaced, AA, SBS -TA or SBS -AA, SBS - -30.0 plywood at max. 24- any combination Attach Flexiglas Base; Flintlastic staggered center rows APP -TA TA or APP -TA inch spans Base 20; Yosemite Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-R14 for FL2533-R13 Revision 14:03/27/2015 Appendix 1, Page 10 of 57 QOTP.,INITYIERD TABLE 1D: WOOD DECKS—NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPED: PRELIMINARILY ATTACHED INSULATION, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Insulation Layer(s) Base or Anchor Sheet .Roof Cover MDP Type Attach Base Fasteners Attach Ply Cap No. (See Note 1) (pso Min. 23/32 -inch Min. 1.5 -inch, One Glasbase; All 12 -inch o.c. at 4 -inch lap and 24 -inch BP -AA, SBS - W 39 exterior grade or more layers, Prelim. Weather/Empire Base; See Note 2 o.c. in two, equally spaced, AA, SBS -TA or SBS-AASBS- , -45.0' plywood at max. 24- any combination Attach Flexiglas Base; Flintlastic staggered center rows App -TA TA or APP -TA inch spans Base 20; Yosemite Min. 23/32 -inch Min. 1.5 -inch, One 12 -inch o.c. at 4 -inch lap and 36 -inch BS- BP -AA, SOS- W-40 W � exterior grade or more layers, Prelim. Poly SMS Base; Ultra Poly See Note 2 o.c. in two, equally spaced, AA, SBS -TA or SBS -AA, SBS -45.0 plywood at max. 24- any combination Attach SMS Base staggered center rows APP -TA TA or APP -TA inch spans Glasbase; Flexiglas; g Flintfast 3 in. Insulation Plates (Optional) BP - Min. 15/32 -inch Min. 1.5 -inch, One Prelim. Flintlastic Base 20; Poly SMS with FlintFast #12 or 414; 6 -inch o.c. at 4 -inch lap and 6 -inch AA, SBS -AA, SBS -AA, SBS - W -41 plywood at max 24- or more layers, Trufast MP3 with DP or HD; o.c. in three, equally spaced, -97.5 inch spans any combination Attach Base; Ultra Poly SMS Base; OMG 3 in. Round Metal Plates staggered center rows. SBS -TA or TA or APP -TA Yosemite with OMG #14 HD APP -TA Min. 15/32 -inch Min. 1.5 -inch, One Prelim. OMG 3 in. Round Metal Plates 6 -inch o.c. at 4 -inch lap and 6 -inch W-42 plywood at max 24- or more layers, Attach Flintlastic APP Base T with OMG #14 HD O.C. in three, equally spaced, APP -TA APP -TA -97.5 inch spans any combination staggered center rows. Min. 19/32 -inch Min. 1.5 -inch, One Glasbase; Flexiglas; 7 -inch o.c. at 3 -inch lap and 7 -inch BP -AA, SBS - W -43 plywood at max 24- or more layers, Prelim. Flintlastic Base 20; Poly SMS See Note 2 o.c. in three, equally spaced, AA, SBS -TA or SBS -AA, SBS - -105.0 inch spans any combination Attach Base; Ultra Poly SMS Base; staggered center rows APP -TA TA or APP -TA Yosemite Min. 19/32 -inch Min. 1.5 -inch, One Prelim. OMG 3 in. Round Metal Plates 7 -inch o.c. at 3 -inch lap and 7 -inch W plywood at max 24- or more layers, Attach Flintlastic APP Base T with OMG #14 HD or Dekfast o.c. in three, equally spaced, APP -TA APP -TA -105.0 inch spans any combination Hex Plate with Dekfast #14 staggered center rows Glasbase; Flexiglas; g Flintfast 3 in. Insulation Plates 6 -inch o.c. at 4 -inch lap and 6 -inch (Optional) BP - Min. 15/32 -inch Min. 1.5 -inch, One Prelim. Flintlastic Base 20; Poly SMS with FlintFast #12 or #14; o.c. in four, equally spaced, AA, SBS -AA, SBS -AA, SBS - W -45 plywood at max 24- or more layers, Attach Base; Ultra Poly SMS Base; Trufast MP3 with DP or HD; staggered center rows. Stress plates SBS TA or TA or APP -TA -127.5 inch spans any combination OMG 3 in. Round Metal Plates shall be primed with FlintPrime Yosemite with OMG #14 HD (ASTM D41) primer or FlintPrime SA. APP -TA Min. 15/32 -inch Min. 1.5 -inch, One Prelim. OMG 3 in. Round Metal Plates 6 -inch o.c. at 4 -inch lap and 6 -inch W-46 plywood at max 24- or more layers, Attach Flintlastic APP Base T with OMG 1114 HO o.c. in four, equally spaced, APP -TA APP -TA -127.5 inch spans any combination staggered center rows. Exterior Research and Design, U.C. d/b/a Trinity) ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.041114 for FL2533-1113 Revision 14:03/27/2015 Appendix 1, Page 11 of 57 QOTRINITYIERD TABLE IE -1: WOOD DECKS—NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Base Sheet Roof Cover No. (See Note 1) MDP (psf) Base Fasteners Attach Ply Cap SELF -ADHERING SYSTEMS: Min. 15/32 -inch plywood at max Min. 1 -inch long, 12 ga. 6 -inch o.c. at min. 2 -inch lap and 6 -inch o.c. (Optional) SBS- W-47 24 -inch spans Flintlastic SA NailBase Simplex Metal Cap Nails in four, equally spaced, staggered center SA SBS -SA -52.5 rows Min. 19/32 -inch plywood at max. 32 ga., 1 -5/8 -inch dia. tin 8 -inch o.c. at min. 2 -inch lap and 8 -inch o.c. (Optional) SBS - W -48 24 -inch spans Flintlastic SA NailBase caps with 11 ga. annular in three, equally spaced, staggered center SA SBS -SA -52.5 ring shank nails rows Min. 19/32-inchywood I at max. p 32 ga., 1 -5/8 -inch dia. tin 8 -inch o.c. at min. 2 -inch lap and 8 -inch o.c. (Optional) SBS - W -49 24 -inch spans Flintlastic SA NailBase caps with 11 ga. annular in three, equally spaced, staggered center SA SBS -SA -60.0 ring shank nails rows Min. 19/32 -inch plywood at max 32 ga., 1 -5/8 -inch dia. tin 6 -inch o.c. at min. 2 -inch lap and 6 -inch o.c. (Optional) SBS - W -50 24 -inch spans Flintlastic SA NailBase caps with 11 ga. annular in four, equally spaced, staggered center SA SBS -SA -75.0 ring shank nails rows Min. 19/32 -inch plywood at max 32 ga., 1 -5/8 -inch dia. tin 4 -inch o.c. at min. 2 -inch lap and 4 -inch o.c. (Optional) SBS - W-51 24 -inch spans Flintlastic SA NailBase caps with 11 ga. annular in four, equally spaced, staggered center SA SBS -SA -105.0 ring shank nails rows HYBRID SYSTEMS: Glasbase; Flexiglas; Flintlastic 32 ga., 1 -5/8 -inch dia. tin W-52 Min. 19/32 -inch exterior grade Base 20; All Weather / Empire caps with 11 ga. annular 9 -inch o.c. at 4 -inch lap and 12 -inch o.c. in SBS -SA -H SBS -AA, SBS -TA -45.0` plywood at max. 24 -inch spans Base; Poly SMS Base; Ultra Poly ring shank nails two, equally spaced, staggered center rows or APP -TA SMS Base Glasbase; Flexiglas; Flintlastic W-53 Min. 15/32 -inch plywood at max Base 20; All Weather / Empire Min. 1 -inch long, 12 ga. 6 -inch o.c. at 3 -inch lap and 6 -inch o.c. in SBS -AA, SBS -TA 24 -inch spans Base; Poly SMS Base; Ultra Poly Simplex Metal Cap Nails four, equally spaced, staggered center rows SBS -SA -H or APP -TA -52.5 SMS Base Min. 19/32 -inch I plywood at max Glasbase; Flexiglas; Flintlastic 32 ga., 1 -5/8 -inch dia. tin 8 inch o.c. at 4 -inch lap and 8 -inch o.c. in SBS -AA, SBS -TA W-54 24 -inch spans Base 20; Poly SMS Base; Ultra caps with 11 ga. annular three, equally spaced, staggered center rows SBS -SA -H or APP -TA -52.5 Poly SMS Base ring shank nails Min. 19/32 -inch I plywood at max Glasbase; Flexiglas; Flintlastic 32 ga., 1 -5/8 -inch dia. tin o.c. at 4 -inch lap and 8 -inch SBS -TA W-55 24 -inch spans Base 20; Poly SMS Base; Ultra caps with 11 ga. annular three,nch three, equally spaced, staggered center rows r ceo.nter SBS -SA -H , or APP -TA or APP -60.0 Poly SMS Base ring shank nails Min. 19/32 -inch I plywood at max Glasbase; Flexiglas; Flintlastic 32 ga., 1 -5/8 -inch dia. tin 6' inch o.c. at 4 -inch lap and 6 -inch o.c. in SBS -AA, SBS -TA W-56 24 -inch spans Base 20; Poly SMS Base; Ultra caps with 11 ga. annular four, equally spaced, staggered center rows SBS -SA -H or APP -TA -82.5 Poly SMS Base ring shank nails Exterior Research and Design, I.I.C. d/b/a Trinityl ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-1114 for FL2533-1113 Revision 14: 03/27/2015 Appendix 1, Page 12 of 57 QOTRINITYIERD TABLE 1E-1: WOOD DECKS—NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Base Sheet Roof Cover MDP (psf) Base Fasteners Attach Ply Cap No. (See Note 1) Min. 19/32 -inch plywood at max Glasbase; Flexiglas; Flintlastic 32 ga., 1 -5/8 -inch dia. tin 4 -inch o.c. at 3 -inch lap and 4 -inch o.c. in .SBS -AA, SBS -TA W-57 24 -inch spans Base 20; Poly SMS Base; Ultra caps with 11 ga. annular SBS -SA -H four, equally spaced, staggered center rows or APP -TA -105.0 Poly SMS Base ring shank nails CONVENTIONAL SYSTEMS: Glasbase; Flexiglas; Flintlastic 32 ga., 1 -5/8 -inch dia. tin SP -AA, SBS -AA, W 58 Min. 19/32 -inch exterior grade Base 20; All Weather / Empire caps with 11 ga. annular 9 -inch o.c. at 4 -inch lap and 12 -inch o.c. in SBS -TA or APP - SBS -AA, SBS -TA 45.0 plywood at max. 24 -inch spans Base; Poly SMS Base; Ultra Poly ring shank nails two, equally spaced, staggered center rows TA or APP -TA SMS Base; Yosemite (Optional) BP - W-59 Min. 15/32 -inch exterior grade Glasbase; Flexiglas; Flintlastic Base 20; All Weather /Empire Simplex MAXX Cap 9 -inch o.c. at 2 -inch lap and 18 -inch o.c. in AA, SBS -AA, SBS -AA, SBS -TA -45.0 plywood at max. 24 -inch spans Base; Poly SMS Base; Yosemite two, equally spaced, staggered center rows SBS -TA or APP- or APP -TA TA W-60 Min. 15/32 -inch exterior grade Flintlastic APP Base T Simplex MAXX Cap 9 -inch o.c. at 2 -inch lap and 18 -inch o.c. in (Optional) APP- APP -TA -45.0' plywood at max. 24 -inch spans two, equally spaced, staggered center rows TA Glasbase; Flexiglas; Flintlastic (Optional) 8P - Min. 15/32 -inch plywood at max Base 20; All Weather / Empire Min. 1 -inch long, 12 ga. 6 -inch o.c. at 3 -inch lap and 6 -inch o.c. in AA, SBS -AA, SBS -AA, SBS -TA W -61 24 -inch spans Base; Poly SMS Base; Ultra Poly Simplex Metal Cap Nails four, equally spaced, staggered center rows SBS -TA or APP- or APP -TA -52.5 SMS Base; Yosemite TA Min. 19/32 -inch plywood at max Glasbase; Flexiglas; Flintlastic 32 ga., 1 -5/8 -inch dia. tin 8 -inch o.c. at 4 -inch lap and 8 -inch o.c. in BP -AA, SBS -AA, SBS -AA, SBS -TA W-62 24 -inch spans Base 20; Poly SMS Base; Ultra caps with 11 ga. annular three, equally spaced, staggered center rows 5BS-TA or APP- or APP -TA -52.5 Poly SMS Base; Yosemite ring shank nails TA Glasbase; Flexiglas; Flintlastic (Optional) BP - W-63 Min. 15/32 -inch exterior grade Base 20; All Weather /Empire Simplex MAXX Cap 9 -inch o.c. at 2 -inch lap and 12 -inch o.c. in AA, SBS -AA, SBS -AA, SBS -TA -52.5 plywood at max. 24 -inch spans Base; Poly SMS Base; Yosemite two, equally spaced, staggered center rows SBS -TA or APP- or APP -TA TA W-64 Min. 15/32 -inch exterior grade Flintlastic APP Base T Simplex MAXX Cap 9 -inch o.c. at 2 -inch lap and 12 -inch o.c. in (Optional) APP- APP -TA -52.5 plywood at max. 24 -inch spans two, equally spaced, staggered center rows TA Min. 19/32 -inch plywood at max Glasbase; Flexiglas; Flintlastic 32 ga., 1 -5/8 -inch dia. tin 8 -inch o.c. at 4 -inch lap and 8 -inch o.c. in BP -AA, SBS -AA, 5BS-AA, SBS -TA W-65 24 -inch spans Base 20; Poly SMS Base; Ultra caps with 11 ga. annular three, equally spaced, staggered center rows SBS -TA or APP- or APP -TA -60.0 Poly SMS Base; Yosemite ring shank nails TA Min. 19/32 -inch plywood at max Glasbase; Flexiglas; Flintlastic 32 ga., 1 -5/8 -inch dia. tin 6 -inch o.c. at 4 -inch lap and 6 -inch o.c. in BP -AA, SBS -AA, SBS -AA, SBS -TA W-66 24 -inch spans Base 20; Poly SMS Base; Ultra caps with 11 ga. annular four, equally spaced, staggered center rows SBS -TA or APP- or APP -TA -82.5 Poly SMS Base; Yosemite ring shank nails TA Exterior Research and Design, U.C. d/b/a TrinitylERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-1114 for F1_2533-1113 Revision 14:03/27/201S Appendix 1, Page 13 of 57 QOTRINITYIERD TABLE IE -1: WOOD DECKS—NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Base Sheet Roof Cover No. (See Note 1) MDP (psf) Base Fasteners Attach Ply Cap Glasbase; Flexiglas; Flintlastic (Optional) BP - W-67 Min. 15/32 -inch exterior grade Base 20; All Weather /Empire Simplex MAXX Cap 6 -inch o.c. at 2 -inch lap and 6 -inch o.c. in AA, SBS -AA, SBS -AA, SBS -TA -90.0 plywood at max. 24 -inch spans Base; Poly SMS Base; Yosemite two, equally spaced, staggered center rows SBS -TA or APP- or APP -TA TA W-68 Min. 15/32 -inch exterior grade Flintlastic APP Base T Simplex MAXX Cap 6 -inch o.c. at 2 -inch lap and 6 -inch o.c. in (Optional) APP- APP -TA -90.0 plywood at max. 24 -inch spans two, equally spaced, staggered center rows TA Min. 19/32 -inch I plywood at max Glasbase; Flexiglas; Flintlastic 32 ga., 1 -5/8 -inch dia. tin 4 -inch o.c. at 3 -inch lap and 4 -inch o.c. in SP-AASBS-AA , , SBS -AA, SBS -TA W-69 24 -inch spans Base 20; Poly SMS Base; Ultra caps with 11 ga. annular four, equally spaced, staggered center rows SBS-TA or APP- or APP -TA -105.0 Poly SMS Base; Yosemite ring shank nails TA Glasbase; Flexiglas; Flintlastic (Optional) BP - W -70 Min. 15/32 -inch exterior grade Base 20; All Weather / Empire Simplex MARX Cap 6 -inch o.c. at 2 -inch lap and 6 -inch o.c. in AA, SBS -AA, SBS -AA, SBS -TA -105.0 plywood at max. 24 -inch spans Base; Poly SMS Base; Yosemite three, equally spaced, staggered center rows SBS -TA or APP- or APP -TA TA W-71 Min. 15/32 -inch exterior grade Flintlastic APP Base T Simplex MAXX Cap 6 -inch o.c. at 2 -inch lap and 6 -inch o.c. in (Optional) APP- APP -TA -105.0 plywood at max. 24 -inch spans I I Ithree, equally spaced, staggered center rows TA Exterior Research and Design, U.C. d/b/a TrinitylERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-1114 for F1.2533-1133 Revision 14:03/27/2015 Appendix 1, Page 14 of 57 QOTRINITYIERD TABLE IE -2: WOOD DECKS—NEW CONSTRUCTION, REROOF (TEAR -OFF) oR RECOVER SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Base Sheet Roof Cover MDP No. (See Note 1) Base Fasteners Attach Ply Cap (Ps SELF -ADHERING SYSTEMS: 8 -inch o.c. at min. 3 -inch lap and 8 -inch o.c. in W-72 Min. 19/32 -inch plywood at Flintlastic SA NailBase See Note 2 two, equally spaced, staggered center rows. (Optional) SBS -SA -82.5• max 24 -inch spans Stress plates shall be primed with FlintPrime SBS -SA (ASTM D41) primer or FlintPrime SA Flintfast 3 in. Insulation Plates with 6 -inch o.c. at min. 2 -inch lap and 6 -inch o.c. in W-73 Min. 15/32 -inch plywood at Flintlastic SA NailBase FlintFast 1112 or 1114; Trufast MP3 with DP three, equally spaced, staggered center rows. (Optional) SBS -SA -97.5' max 24 -inch spans or HD; OMG 3 in. Round Metal Plates with Stress plates shall be primed with FlintPrime SBS -SA OMG 1114 HD (ASTM D41) primer or FlintPrime SA. Flintfast 3 in. Insulation Plates with 6 -inch o.c. at min. 2 -inch lap and 6 -inch o.c. in W-74 Min. 15/32 -inch plywood at Flintlastic SA NailBase FlintFast 1112 or 1114; Trufast MP3 with DP four, equally spaced, staggered center rows. (Optional) SBS -SA -127.5' max 24 -inch spans or HD; OMG 3 in. Round Metal Plates with Stress plates shall be primed with FlintPrime SBS -SA OMG 1114 HD (ASTM D41) primer or FlintPrime SA. HYBRID SYSTEMS: Flintfast 3 in. Insulation Plates with 6 -inch o.c. at 4 -inch lap and 6 -inch o.c. in three, Min. 15/32 -inch plywood at Glasbase; Flexiglas; Flintlastic FlintFast 1112 or 1114; Trufast MP3 with DP equally spaced, staggered center rows. Stress SBS -AA' SBS W-75 max 24 -inch spans Base 20; Poly SMS Base; Ultra or HD; OMG 3 in. Round Metal Plates with plates shall be primed with FlintPrime (ASTM SBS -SA -H TA or APP -TA -97.5 Poly SMS Base OMG 1114 HD D41) primer or FlintPrime SA. Min. 19/32 -inch plywood at Glasbase; Flexiglas; Flintlastic 7 -inch o.c. at 3 -inch lap and 7 -inch o.c. in three, SBS -AA, SBS - W -76 max 24 -inch spans Base 20; Poly SMS Base; Ultra See Note 2 equally spaced, staggered center rows SBS -SA -H TA or APP -TA -105.0 Poly SMS Base Flintfast 3 in. Insulation Plates with 6 -inch o.c. at 4 -inch lap and 6 -inch o.c. in four, Min. 15/32 -inch plywood at Glasbase; Flexiglas; Flintlastic FlintFast 1112 or 1114; Trufast MP3 with OP equally spaced, staggered center rows. Stress SBS -AA, SBS - W 77 max 24 -inch spans Base 20; Poly SMS Base; Ultra or HD; OMG 3 in. Round Metal Plates with plates shall be primed with FlintPrime (ASTM 585 H TA or APP -TA 127.5 Poly SMS Base OMG 1114 HD D41) primer or FlintPrime SA. CONVENTIONAL SYSTEMS: Min. 23/32 -inch exterior Glasbase; All BP AA' SBS_ W-78 grade plywood at max. 24- weather/Empire Base; See Note 2 12 -inch o.c. at 4 -inch lap and 36 -inch o.c. in two, AA, SBS -TA or SBS -AA, SBS - 30.0 inch spans Flexiglas Base; Flintlastic Base equally spaced, staggered center rows APP -TA TA or APP -TA 20; Yosemite Min. 23/32 -inch exterior Glasbase; All 8P -AA, SBS - W -79 rade g ywood at max. 24- plywood Weather/Empire Base; See Note 2 12 -inch o.c. at 4 -inch lap and 24 -inch o.c. in two, AA, SBS -TA or SBS -AA, SBS - 45.0 Flexiglas Base; Flintlastic Base equally spaced, staggered center rows TA or APP -TA inch spans 20; Yosemite APP -TA Exterior Research and Design, LLC. d/b/a Trinity) ERD Certificate of Authorization 119503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-R14 for F1.2533-1113 Revision 14: 03/27/2015 Appendix 1, Page 15 of 57 QOTRINITYIERD TABLE 3E-2: WOOD DECKS—NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Base Sheet Roof Cover MDP Base Fasteners Attach Ply Cap No. (See Note 1) (Psf) Min. 23/32 -inch exterior Poly SMS Base; Ultra Poly 12 -inch o.c. at 4 -inch lap and 36 -inch o.c. in two, BP -AA, SBS SBS -AA, SBS- W-80 grade plywood at max. 24- SMS Base See Note 2 equally spaced, staggered center rows � SBS -TA or TA or APP -TA _45.0• inch spans APP TA Flintfast 3 in. Insulation Plates with (Optional) BP - Min. 15/32 -inch plywood at Glasbase; Flexiglas; Flintlastic FlintFast #12 or #14; Trufast MP3 with DP 6 -inch o.c. at 4 -inch lap and 6 -inch o.c. in three, AA, SBS -AA, SBS -AA, SBS- W -81 max 24 -inch spans Base 20; Poly SMS Base; Ultra or HD; OMG 3 in. Round Metal Plates with equally spaced, staggered center rows SBS -TA or TA or APP -TA -97.5 Poly SMS Base; Yosemite OMG #14 HD APP -TA Min. 15/32 -inch plywood at OMG 3 in. Round Metal Plates with OMG 6 -inch o.c. at 4 -inch lap and 6 -inch o.c. in three, W-82 max 24 -inch spans Flintlastic APP Base T #14 HD equally spaced, staggered center rows. APP -TA APP -TA -97.5 Min. 19/32 -inch plywood at Glasbase; Flexiglas; Flintlastic 7 -inch o.c. at 3 -inch lap and 7 -inch o.c. in three, BP -AA, SBS SBS -AA, SBS - W -83 max 24 -inch spans Base 20; Poly SMS Base; Ultra See Note 2 equally spaced, staggered center rows AA SBS -TA or TA or APP -TA _105.0 Poly SMS Base; Yosemite APP -TA Min. 19/32 -inch I plywood at OMG 3 in. Round Metal Plates with OMG three, o.c. at 3 -inch lap and 7 -ter W-84 Flintlastic APP Base T #14 HD or Dekfast Hex Plate with Dekfast APP -TA APP -TA .105.0 max 24 inch spans equally rosin equally spaced, staggered center rows #14 Flintfast 3 in. Insulation Plates with (Optional) BP - Min. 15/32 -inch plywood at Glasbase; Flexiglas; Flintlastic FlintFast #12 or #14; Trufast MP3 with DP 6 -inch o.c. at 4 -inch lap and 6 -inch o.c. in four, AA, SBS -AA, SBS -AA, SBS- W -85 max 24 -inch spans Base 20; Poly SMS Base; Ultra or HD; OMG 3 in. Round Metal Plates with equally spaced, staggered center rows SBS -TA or TA or APP -TA .127.5 Poly SMS Base; Yosemite OMG #14 HD APP -TA Min. 15/32 -inch plywood at OMG 3 in. Round Metal Plates with OMG 6 -inch o.c. at 4 -inch lap and 6 -inch o.c. in four, W-86 max 24 -inch spans Flintlastic APP Base T I 1 #14 HD equally spaced, staggered center rows. APP -TA APP -TA 127.5 TABLE 1F: WOOD DECKS—NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER System No. Deck (See Note 1) Primer Roof Cover MOP (psf) Base Ply Cap W-87 Min. 19/32 -inch plywood at max 24 -inch spans FlintPrime SA SBS -SA (Optional) SBS -SA SBS -SA -127.5 Exterior Research and Design, I.I.C. d/b/a Trinity IERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-1114 for F1.2533-1113 Revision 14:03/27/2015 Appendix 1, Page 16 of 57 QOTRINITYIERD TABLE 2A: STEEL OR CONCRETE DECKS— NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE B: MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer Roof Cover MDP No. (See Note 1) Type Fasteners Attach Type Attach Base Ply Cap (Ps" SELF -ADHERING SYSTEMS: Min. 22 ga., type B, Grade Min. 2 -inch ACFoam II, i per 4 Min. 0.25 -inch SECUROCK HA, D -IS, M- S-1 33 steel or min. 2,500 psi FlintBoard, ENRGY 3 or See Note 2 ft= Gypsum -Fiber Roof Board OSFA, OB500 SBS -SA (Optional) SBS -SA SBS -SA -37.5' structrual concrete H -Shield or CR -20 Min. 22 ga., type B, Grade Min. 1.5 -inch ACFoam 1 per 2 Min. 0.25 -inch SECUROCK HA, D -IS, M- S-2 33 steel or min. 2,500 psi II, FlintBoard, ENRGY 3 See Note 2 ft' Gypsum -Fiber Roof Board OSFA, 08500 SBS -SA (Optional) SBS -SA SBS -SA -45.0' structrual concrete or H -Shield or CR -20 HYBRID SYSTEMS: Min. 22 ga., type B, Grade Min. 1.5 -inch ACFoam 1 per Additional layer(s) base HA, D -IS, M- Flintlastic (Optional) SBS -AA, SBS -AA, S-3 33 steel or min. 2,500 psi II, Flint8oard, ENRGY 3 See Note 2 1.45 ft insulation OSFA, OB500 Ultra SBS -TA, APP -TA SBS -TA, -37.5 structrual concrete or H -Shield or CR -20 Glass SA APP -TA Min. 22 ga., type B, Grade Min. 1.5 -inch ACFoam HA, D -IS, M- Flintlastic SBS -AA, S-4 33 steel or min. 2,500 psi II, FlintBoard, ENRGY 3 See Note 2 1 per Min. 0.25 -inch SECUROCK OSFA, OB500 Ultra (Optional) SBS -AA, SBS -TA, -52.5 1.45 ft' Gypsum -Fiber Roof Board SBS -TA, APP -TA structrual concrete or H -Shield or CR -20 Glass SA APP -TA Min. 22 ga., type B, Grade Min. 1.5 -inch ACFoam Min. 1.5 -inch ACFoam II, HA, D -IS, M - S -5 33 steel or min. 2,500 psi II, FlintBoard ISO, H- FlintFast #12 or #14 with 1 per FlintBoard ISO, H -Shield or OSFA, M- SBS -SA -H (Optional) APP -TA APP -TA -67.5 structrual concrete Shield or FlintBoard FlintFast 3" Insulation Plates 1.45 ft' FlintBoard ISO,,. pGl or ISOH. OB500 ' Min. 1.5 -inch ACFoam FlintFast #12 (steel only) or #14 y D -IS, M- Min. 22 a., g type e, Grade II, FlintBoard ISO, H- HD with FlintFast 3" Insulation 1 per 1.6 P Min. 0.25 -inch SECUROCK OSFA, M- (Optional) SBS -TA SBS -TA or S -6 40 steel or min. 2,500 psi Shield or FlintBoard Plates or Trufast 812 (steel only) ft' Gypsum -Fiber Roof Board PG1 or SBS -SA -H or APP -TA APP -TA -75.0 structrual concrete or HO with Trufast 3" Metal ISO„ Insulation Plates OB500 FlintFast #12 (steel only) or #14 Min. 22 ga., type B, Grade HD with FlintFast 3" Insulation 1 per 1 Min. 0.5 -inch SECUROCK 08500,4- (Optional) SBS -TA SBS -TA or S-7 33 steel or min. 2,500 psi Min. 1.5 -inch ENRGY 3 Plates or Trufast #12 (steel only) ft' Gypsum -Fiber Roof Board inch o.c. SBS -SA -H or APP -TA APP -TA -90.0` structrual concrete or HD with Trufast 3" Metal Insulation Plates CONVENTIONAL SYSTEMS: Min. 22a., type B, Grade g Min. 2 -inch ACFoam II, HA, D -IS, M- BP -AA, (Optional) BP -AA, SBS -AA, S-8 33 steel or min. 2,500 psi FlintBoard, ENRGY 3 or See Note 2 1 per 4 z Min. 0.25 -inch SECUROCK OSFA, 08500 SBS -AA, SBS -AA, SBS -TA or SBS -TA or -37.5• h Gypsum -Fiber Roof Board SBS -TA or structrual concrete H -Shield or CR -20 APP -TA APP -TA APP -TA Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-1114 for FL2533-R33 Revision 14:03/27/2015 Appendix 1, Page 17 of 57 QOTRINITYIERD TABLE 2A: STEEL OR CONCRETE DECKS — NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE B: MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer Roof Cover MDP Type Fasteners Attach Type Attach Base Ply Cap No. (See Note 1) (Psf) Min. 22 a., g type B, Grade Min. 1.5 -inch ACFoam Min. 0.5 -inch FM (Optional) BP -AA, SBS -AA, S-9 33 steel or min. 2,500 psi II, FlintBoard, ENRGY 3 See Note 2 1 per 2 , Approved Wood HA BP -AA or SBS -AA, SBS -TA or SBS -TA or -45.0' structrual concrete or H -Shield ft Fiberboard, min. inch SBS -AA APP -TA APP -TA FM Approved perlite. ite. Min. 22 a., g type B, Grade Min. 1.5 -inch ACFoam BP -AA, (Optional) BP -AA, SBS AA, S-10 33 steel or min. 2,500 psi II, FlintBoard, ENRGY 3 See Note 2 1 per 2 2 Min. 0.25 -inch Dens Deck HA SBS -AA, SBS -AA, SBS -TA or SBS -TA or -45.0` structrual concrete or H -Shield ft or Dens Deck Prime SBS -TA or APP -TA APP -TA APP -TA Min. 22 a., g type B, Grade Min. 1.5 -inch ACFoam HA, D IS, M- BP -AA, (Optional) BP -AA, SBS -AA, S-11 33 steel or min. 2,500 psi II, Flint8oard, ENRGY 3 See Note 2 1 per 2 Min. 0.25 -inch SECUROCK OSFA, 08500 SBS -AA, SBS -AA, SBS -TA or SBS -TA or -45.0- structrual concrete or H -Shield ft Gypsum -Fiber Roof Board or CR -20 SBS -TA or APP -TA APP -TA APP -TA , Min. 22 ga., type B, Grade Min. 2 -inch ACFoam II, Min. 0.5 -inch FM (Optional) BP -AA, SBS -AA, S-12 33 steel or min. 2,500 psi FlintBoard, ENRGY 3 or See Note 2 1 per 3.2 : Approved Wood HA BP -AA or SBS -AA, SBS -TA or SBS -TA or -45.0- structrual concrete H -Shield ft Fiberboard, min. inch SBS-AA APP -TA APP -TA perlite. ite. Min. 22a., type 8, Grade g Min. 2 -inch ACFoam II, BP -AA, (Optional) BP -AA, SBS -AA, S-13 33 steel or min. 2,500 psi FlintBoard, ENRGY 3 or See Note 2 1 per 3.2 , Min. 0.25 -inch Dens Deck HA SBS -AA, SBS -AA, SBS -TA or SBS -TA or -45.0• structrual concrete H -Shield ft or Dens Deck Prime SBS -TA or APP -TA APP -TA APP TA Min. 22 ga., type B, Grade Min. 1.5 -inch ACFoam (Optional) BP -AA, SBS -AA, S-14 33 steel or min. 2,500 psi II, FlintBoard, ENRGY 3 See Note 2 1 per i Min. 0.75 -inch FescoBoard HA BP -AA or SBS -AA, SBS -TA or SBS -TA or -52.5 structrual concrete or Mult-Max FA3 1.33 ft (homogeneous) SBS AA APP -TA APP -TA Min. 22 ga., type B, Grade Min. 2 -inch ACFoam II, HA, D IS, M- BP -AA, (Optional) BP -AA, SBS -AA, S-15 33 steel or min. 2,500 psi FlintBoard, ENRGY 3 or See Note 2 1 per 1.6 i Min. 0.25 -inch SECUROCK OSFA, 08500 SBS -AA, SOS -AA, SBS -TA or SBS -TA or -60.0 structrual concrete H -Shield ft Gypsum -Fiber Roof Board or CR -20 SBS -TA or APP -TA APP -TA APP -TA Min. 22 ga., type B, Grade Trufast HO with Trufast 3" Metal (Optional) BP -AA, SBS -AA, 5-16 80 steel or min. 2,500 psi Min. 2 -inch ACFoam IV Insulation Plates or FlintFast #14 FlintFast 3' Insulation 1 per = Min. 0.5 -inch Structodek HA BP -AA or SBS -AA, SBS TA or SBS -TA or 60.0 with 2.67 ft High Density Fiberboard SBS -AA structrual concrete Plates APP -TA APP -TA Min. 22 ga., type B, Grade Min. 1.5 -inch ACFoam 1 per Min. 0.5 -inch Structodek 8P -AA or (Optional) BP -AA, SBS -AA, S-17 33 steel or min. 2,500 psi II, FlintBoard, ENRGY 3 See Note 2 1.33 ft = High Density Fiberboard HA SBS -AA SBS -AA, SBS -TA or SBS -TA or -67.5 structrual concrete or Mult-Max FA3 APP -TA APP -TA Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-1114 for FL2533-1133 Revision 14:03/27/201S Appendix 1, Page 18 of 57 TTRINITYIERD TABLE 2A: STEEL OR CONCRETE DECKS — NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE B: MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER System Deck Base Insulation layer Top Insulation Layer Roof Cover MDP Type Fasteners Attach Type Attach Base Ply Cap No. (See Note 1) (ps" Min. 22 a., g type B, Grade Trufast HO with Trufast 3" Metal (Optional) BP -AA, SBS -AA, S-18 80 steel or min. 2,500 psi Min. 2 -inch ACFoam IV Insulation Plates or FlintFast q14 FlintFast 3" Insulation 1 per 2 Min. 0.5 -inch Structodek HA BP -AA or SBS -AA, SBS -TA or SBS -TA or -67.5 structrual concrete with Plates ft2 High Density Fiberboard SBS -AA APP -TA APP -TA Min. 1.5 -inch ACFoam FlintFast #12 (steel only) or #14 0 -IS, M- BP -AA, Min. 22 ga., type B, Grade II, FlintBoard ISO, H- HD with FlintFast 3" Insulation 1 per 1.6 Min. 0.25 -inch SECUROCK OSFA, M- SBS -AA (Optional) (Optional) BP -AA, SBS -AA, S-19 40 steel or min. 2,500 psi Plates or Trufast #12 (steel only) 2 ft Gypsum Roof Board PGS SBS SBS -AA, SBS -TA or SBS -TA or -75.0 structrual concrete Shield or FlintBoard or HD with Trufast 3" Metal -Fiber or -TA APP -TA APP -TA ISO, Insulation Plates OB500 APP -TA FlintFast 812 (steel only) or #14 BP -AA Min. 22 ga., type B, Grade HD with FlintFast 3" Insulation 1 per 1 Min. 0.5 -inch SECUROCK 08500, 4- SBS -AA, (Optional) BP -AA, SBS -AA, S-20 33 steel or min. 2,500 psi Min. 1.5 -inch ENRGY 3 Plates or Trufast #12 (steel only) = h Gypsum -fiber Roof Board inch o.c. SBS TA or SBS -AA, SBS -TA or SBS -TA or -90.0' structrual concrete or HO with Trufast 3" Metal APP -TA APP -TA Insulation Plates APP -TA COID-APPUEO SYSTEMS: Min. 2 -inch ACFoam II, FlintFast #12 (steel only) or #14 Min. 1.5 -inch ACFoam III, Min. 22 ga., type B, Grade FlintBoard ISO, H- HO with FlintFast 3" Insulation 1 per 2 FlintBoard Iso Cold, H- 08500 or S-21 33 steel or min. 2,500 psi Plates or Trufast #12 (steel only) ft2 FlintBoard SBS-CA1 None SBS-CA1 -45.0' structrual concrete Shield or FlintBoard or HD with Trufast 3" Metal Shield CG or Iso 3M CR -20 ISO, Insulation Plates Cold, Min. 2 -inch ACFoam II, FlintFast #12 (steel only) or #14 Optional min. 1.5 -inch D -I5, M - Min. 22 ga., type B, Grade FlintBoard ISO, H- HD with FlintFast 3" Insulation 1 per 2 additional layer(s) base OSFA, M- S -22 33 steel or min. 2,500 psi Plates or Trufast #12 (steel only) 2 insulation, followed by SBS-CA1 None SBS-CA3 -45.0` structrual concrete Shield or FlintBoard or HD with Trufast 3" Metal ft min. 0.25 -inch SECUROCK PGI, OB500 ISO, Insulation Platesor Gypsum -Fiber Roof Board CR -20 Min. 1.5 -inch ACFoam FlintFast #12 (steel only) or #14 l 0 -IS, M - Min. 22 ga., type B, Grade II, FlintBoard ISO, H- HO with FlintFast 3" Insulation 1 per 1.6 Min. 0.25 -inch SECUROCK OSFA, M- S -23 40 steel or min. 2,500 psi Shield or FlintBoard Plates or Trufast #12 (steel only) ft2 Gypsum -Fiber Roof Board PG1 or SBS -CAS None SBS-CA1 -75.0 structrual concrete or HO with Trufast 3" Metal ISO, Insulation Plates 08500 FlintFast #12 (steel only) or #14 Min. 22 ga., type B, Grade HD with FlintFast 3" Insulation 1 per 1 Min. 0.5 -inch SECUROCK 08500, 4- S-24 33 steel or min. 2,500 psi Min. 1.5 -inch ENRGY 3 Plates or Trufast #12 (steel only) ft2 Gypsum -Fiber Roof Board inch o.c. SBS-CA1 None SBS-CA3 -90.0' structrual concrete or HD with Trufast 3" Metal Insulation Plates Exterior Research and Design, I.I.C. d/b/a Trinity IERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-1114 for FL2533-1133 Revision 14:03/27/2015 Appendix 1, Page 19 of 57 QOTRINITYIERD TABLE 2B: STEEL OR CONCRETE DECKS — NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Deck Top Insulation layer Roof Cover Base Insulation Layers) MDP (psf) Type Fasteners Attach Base Ply Cap No. (See Note 1) SELF -ADHERING SYSTEMS: Min. 22 ga., type 8, Grade (Optional) One or more Min. 0.25 -inch SECUROCK 1 per 3.2 S-25 33 steel or min. 2,500 psi layers, any combination, Gypsum -Fiber Roof Board See Note 2 ftz SBS -SA (Optional) SBS -SA SBS -SA -30.0 structrual concrete loose laid FlintFast #12 (steel only) Min. 22 ga., type B, Grade (Optional) One or more or #14 HD with FlintFast S-26 33 steel or min. 2,500 psi layers, any combination, Min. 0.25 -inch SECUROCK 3" Insulation Plates or 1 per 2.7 SBS -SA (Optional) SBS -SA SBS -SA -37.5 Gypsum -Fiber Roof Board Trufast 1112 (steel only) or ftz structrual concrete loose laid HD with Trufast 3" Metal Insulation Plates Min. 22 ga., type 8, Grade (Optional) One or more Min. 3/8 -inch SECUROCK 1 per 2.7 S-27 33 steel or min. 2,500 psi layers, any combination, Gypsum -Fiber Roof Board See Note 2 ftz SBS -SA (Optional) SBS -SA SBS -SA -45.0' structrual concrete loose laid Min. 22 ga., type B, Grade (Optional) One or more Min. 0.25 -inch Dens Deck 1 per 1.33 5-28 33 steel or min. 2,500 psi layers, any combination, primed with FlintPrime SA See Note 2 ftz SBS -SA (Optional) SBS -SA SBS -SA 45.0 structrual concrete loose laid HYBRID SYSTEMS: Min. 22 ga., type 8, Grade (Optional) One or more Min. 0.25 -inch Dens Deck; (Optional) BP -AA, SBS-AASBS- 5-29 33 steel or min. 2,500 psi layers, any combination, Dens Deck Prime See Note 2 1 per 2 ft: SBS-SA-H SBS -AA, SBS -TA or , TA or APP -TA -30.0' structrual concrete loose laid APP -TA FlintFast 1112 (steel only) Min. 22 ga., type B, Grade (Optional) One or more or #14 HD with FlintFast (Optional) BP -AA, 5 -30 33 steel or min. 2,500 psi layers, any combination, Min. 0.25 -inch SECUROCK 3" Insulation Plates or 1 per 2.7 z SBS -SA -H SBS -AA, SBS -TA or SBS -AA, SBS - -37.5i structrual concrete loose laid Gypsum -Fiber Roof Board t (steel only)ufast ft APP -TA TA or APP -TA HD wr 3" Metall w HD with Trufast Insulation Plates FlintFast #12 (steel only) Min. 22 a., g type 8, Grade (Optional) One or more or N14 HD with FlintFast (Optional) BP -AA, S -31 33 steel or min. 2,500 psi layers, any combination, Min. 3/8 -inch SECUROCK 3" Insulation Plates or 1 per 2.7 z SBS -SA -H SBS -AA, SBS -TA or SBS -AA, SBS - -45.0 structrual concrete loose laid Gypsum -Fiber Roof Board Trufast 1112 (steel only) ft APP -TA TA or APP -TA HD with l HD with Trufast 3" Metal Insulation Plates Min. 22 ga., type B, Grade (Optional) One or more Min. 1.5 -inch ACFoam II, S-32 33 steel or min. 2,500 psi layers, any combination, FlintBoard ISO, ENRGY 3 or See Note 2 1 per 1.33 SBS -SA -H (Optional) BP -AA or SBS -AA -52.5 structrual concrete loose laid Multi -Max FA3 ftz Exterior Research and Design, I.I.C. d/b/a Trinity IERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-R14 for F1.2533-1133 Revision 14:03/27/2015 Appendix 1, Page 20 of 57 QOTRINITYIERD TABLE 2B: STEEL OR CONCRETE DECKS — NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Deck Top Insulation Layer Roof Cover Base Insulation Layer(s) MDP (psf) Type Fasteners Attach Base Ply Cap No. (See Note 1) Min. 22 ga., type B, Grade (Optional) One or more Min. 1.5 -inch ACFoam II, FlintFast #12 (steel only) 1 per 1.45 (Optional) SBS -AA, . SBS -AA, SBS - S -33 33 steel or min. 2,500 psi layers, any combination, FlintBoard ISO, H -Shield or or 414 HD with FlintFast ft 2 SBS -SA -H SBS -TA or APP -TA TA or APP -TA -75.0 structrual concrete loose laid FlintBoard ISO,,. 3" Insulation Plates Min. 22 ga., type B, Grade (Optional) One or more Min. 1.5 -inch ACFoam II, 1 per 1.33 (Optional) SBS -TA SBS -TA or S-34 33 steel or min. 2,500 psi layers, any combination, FlintBoard ISO, ENRGY 3 or See Note 2 2 ft SBS -SA -H or APP -TA APP -TA -82.5 structrual concrete loose laid Multi -Max FA3 FlintFast #12 (steel only) Min. 22 ga., type B, Grade (Optional) One or more or #14 HD with FlintFast 5-35 33 steel or min. 2,500 psi layers, any combination, Min. 0.5 -inch SECUROCK 3" Insulation Plates or 1 per 1.45 SBS -SA -H (Optional) SBS -TA SBS -TA or 82.5 Gypsum -Fiber Roof Board Trufast #12 (steel only) or ft2 or APP -TA APP -TA structrual concrete loose laid HD with Trufast 3" Metal Insulation Plates FlintFast #12 (steel only) Min. 22 ga., type B, Grade (Optional) One more or #14 HD with FlintFast 5-36 steel min. psi layers, any combination, Min. 0.5 -inch SECUROCK 3" Insulation Plates or 2 1 per 1 ft SBS SA -H (Optional) SBS -TA SBS -TA or 135.0 Gypsum -Fiber Roof Board Trufast #12 (steel only) or or APP -TA APP -TA l t concrete structrual e t loose laid HD with Trufast 3" Metal Insulation Plates CONVENTIONAL SYSTEM5: Min. 22 ga., type B, Grade (Optional) One or more Min. 0.75 -inch FM 1 per 2.67 (Optional) BP -AA, SBS -AA, SBS - S -37 33 steel or min. 2,500 psi layers, any combination, Approved perlite See Note 2 ft2 BP -AA, SBS -AA SBS -AA, SBS -TA or TA or APP -TA -30.0` structrual concrete loose laid APP -TA Min. 22 ga., type B, Grade (Optional) One or more Min. 0.5 -inch FM Approved (Optional) BP -AA, SBS_AA, A, SBS- 5-38 33 steel or min. 2,500 psi layers, any combination, high density wood See Note 2 1 per 4 ft2 BP -AA, SBS -AA SBS -AA, SBS -TA or TA or APP -TA -37.5' structrual concrete loose laid fiberboard APP -TA Min. 22 ga., type B, Grade (Optional) One or more Min. 0.25 -inch SECUROCK 2 (Optional) BP -AA, SBS -AA, SBS - S -39 33 steel or min. 2,500 psi layers, any combination, Gypsum -Fiber Roof Board See Note 2 1 per 4 h BP -AA, SBS -AA S8S-AA, SBS -TA or TA or APP -TA -37.5• structrual concrete loose laid APP -TA Min. 22 ga., type B, Grade (Optional) One or more Min. 2 -inch ACFoam II, 1 per 1.6 (Optional) BP -AA, SBS -AA, SBS - S -40 33 steel or min. 2,500 psi layers, any combination, FlintBoard or ENRGY 3 See Note 2 ft 2 SP-AA2 SBS -AA, SBS -TA or TA or APP -TA -37.5 structrual concrete loose laid APP -TA Min. 22 ga., type B, Grade (Optional) One or more Min. 0.25 -inch SECUROCK 2 BP -AA, SBS- (Optional) BP -AA, SBS -AA, SBS - S -41 33 steel or min. 2,500 psi layers, any combination, Gypsum -Fiber Roof Board See Note 2 1 per 4 ft AA, SBS -TA or SBS -AA, SBS -TA or TA or APP -TA -45.0• structrual concrete loose laid APP -TA APP -TA Exterior Research and Design, LLC. d/b/a Trinity) ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-1114 for (12533-1113 Revision 14:03/27/2015 Appendix 1, Page 21 of 57 QOTRINITYIERD TABLE 28: STEEL OR CONCRETE DECKS— NEW CONSTRUCTION, REROOF (TEAR -OFF) oR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Deck Top Insulation layer Roof Cover Base Insulation Layer(s) MDP (psf) Type Fasteners Attach Base Ply Cap No. (See Note 1) Min. 22 a., g type B, Grade (Optional) One or more Min. 0.5 -inch FM Approved (Optional) BP -AA, S -42 33 steel or min. 2,500 psi layers, any combination, Wood fiberboard, min. See Note 2 z 1 per 2 ft BP -AA or SBS- SBS -AA, SBS -TA or SBS -AA, SBS - -45.0` structrual concrete loose laid 0.75 inch FM Approved AA APP -TA TA or APP -TA perlite Min. 22 ga., type B, Grade (Optional) One or more Min. 0.25 -inch Dens Deck or BP -AA, SBS- (Optional) BP -AA, _ A, SBS - S -43 S-43 33 steel or min. 2,500 psi layers, any combination, Dens Deck Prime See Note 2 1 per 2 ftz AA, SBS -TA or SBS -AA, SBS -TA or TA or TA or -45.0' structrual concrete loose laid APP -TA APP -TA Min. 22 ga., type 8, Grade (Optional) One or more Min. 1 -inch FescoBoard (Optional) BP -AA, S -44 33 steel or min. 2,500 psi p layers, an combination, y y (homogeneous) or min. 1.5- g See Note 2 1 per 1.6 BP-AA2 585 -AA, SBS -TA or SBS -AA, SBS - '45.0` structrual concrete loose laid inch FescoBoard (laminated) ft= APP -TA TA or APP -TA APP -TA Min. 22 a., g type B, Grade (Optional) One or more Min. 0.5 -inch Structodek, (Optional) BP -AA, 5-45 33 steel or min. 2,500 psi layers, any combination, Structodek HD, GP HD Roof See Note 2 : 1 per 2 ft BP-AA2 SBS -AA, SBS -TA or SBS -AA, SBS - -45.0', structrual concrete loose laid Fiberboard or Temple HD3 APP -TA TA or APP -TA or HD6 Min. 22 ga., type B, Grade (Optional) One or more Min. 1.5 -inch ACFoam II, 1 p 1.45 per BP-AA3, 24- (Optional) 8P -AA or S-46 33 steel or min. 2,500 psi layers, any combination, ACFoam IV, FlintBoard See Note 2 z ft inch grid SBS -AA SBS -AA -52.5 structrual concrete loose laid Min. 22 ga., type 8, Grade (Optional) One or more Min. 1.5 -inch ACFoam II, 1 per 1.45 BP-AA3, 24- S-47 33 steel or min. 2,500 psi layers, any combination, ACFoam IV, FlintBoard See Note 2 ftz inch grid BP -AA or SBS -AA SBS -TA -52.5 structrual concrete loose laid Min. 22 ga., type 8, Grade (Optional for Concrete or FlintFast 7t12 (steel only) S-48 33 steel or min. 2,500 psi Recover) Min. 1.5 -inch, Min. 0.25 -inch SECUROCK or #14 HD with FlintFast 1 per 1.45 z APP -TA (Optional) APP -TA APP -TA -60.0 structrual concrete One more layers, any Gypsum -Fiber Roof Board 3" Insulation Plates ft combination, loose laid (Optional for Concrete or Min. 22 ga., type 8, Grade Recover) Min. 2 -inch Min. 0.5 -inch SECUROCK 1 per 1.78 , 8P-AASBS- (Optional) 8P -AA, 585 -AA, SBS - S -49 33 steel or min. 2,500 psi ACFoam II, FlintBoard, H- Gypsum -Fiber Roof Board See Note 2 kz AA, SBS -TA or SBS -AA, 585 -TA or TA or APP -TA 60'0 structrual concrete Shield or ENRGY 3, loose APP -TA APP -TA laid. FlintFast #12 (steel only) Min. 22 ga., type 8, Grade (Optional) One or more Min. 0.5 -inch SECUROCK or #14 HD with FlintFast 3" Insulation Plates or 1 per 1.45 BP -AA, SBS- (Optional) BP -AA, SBS -AA, SBS - S -50 33 steel or min. 2,500 psi layers, any combination, Gypsum -Fiber Roof Board Trufast (steel only) z k AA, SBS -TA or SBS -AA, SBS -TA or TA or APP -TA -82.5 structrual concrete loose laid Tr l HD with Trufast 3" Metal APP -TA APP -TA Insulation Plates Exterior Research and Design, I.I.C. d/b/a Trinity IERD Certificate of Authorization 119503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-1134 for F1.2533-1133 Revision 14: 03/27/201S Appendix 1, Page 22 of S7 QOTRINITYIERD TABLE 28: STEEL OR CONCRETE DECKS— NEW CONSTRUCTION, REROOF (TEAR -OFF) oR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Deck Top Insulation Layer Roof Cover Base Insulation Layer(s) MDP (psf) Type Fasteners Attach Base Ply Cap No. (See Note 1) Trufast HD with Trufast Min. 22 ga., type B. Grade (Optional for Concrete or 3" Metal Insulation Recover) Min. 1.5 -inch Min. 0.5 -inch Dens Deck 1 per 1.33 (Optional) BP -AA, 5-51 33 steel or min. 2,500 psi ACFoam II, FlintBoard, H- Prime Plates or FlintFast 1x14 2 ft BP -AA, SBS -AA SBS -AA SBS -AA -112.5 structrual concrete with FlintFast 3" Shield Insulation Plates FlintFast #12 (steel only) Min. 22 ga., type B, Grade (Optional) One or more or #14 HD with FlintFast BP -AA, SBS- (Optional) BP -AA, 5 -52 33 steel or min. 2,500 psi layers, any combination, Min. 0.5 -inch SECUROCK 3" Insulation Plates or 2 1 per 1 ft AA, SBS -TA or SBS -AA, SBS -TA or SBS -AA, SBS - -135.0 Gypsum -fiber Roof Board Trufast #12 (steel only) or TA or APP -TA structrual concrete loose laid HD with Trufast 3" Metal APP -TA APP -TA Insulation Plates Trufast HO with Trufast Min. 22 a., g type B, Grade (Optional for Concrete or 3" Metal Insulation Recover) Min. 1.5 -inch Min. 0.5 -inch SECUROCK 1 per 1.33 (Optional) 8P -AA, 5-53 33 steel or min. 2,500 psi ACFoam II, FlintBoard, H- Gypsum -Fiber Roof Board Plates or FlintFast #14 2 ft BP -AA, SBS -AA SBS AA SBS -AA -157.5 structrual concrete Shield with FlintFast 3" Insulation Plates Trufast HD with Trufast Min. 22 a., g type B, Grade (Optional for Concrete or 3" Metal Insulation 5-54 33 steel or min. 2,500 psi Recover) Min. 1.5 -inch Min. 0.5 inch Dens Deck Plates or FlintFast #14 1 per 1 It BP -AA, SBS -AA (Optional) BP -AA, SBS -AA -157.5 structrual concrete ACFoam II, FlintBoard, H- Prime with FlintFast 3" SBS -AA Shield Insulation Plates Trufast HO with Trufast Min. 22 a., g type B, Grade (Optional for Concrete or 3" Metal Insulation 5-55 33 steel or min. 2,500 psi Recover) Min. 1.5 -inch Min. 0.5 -inch SECUROCK Plates or FlintFast #14 : 1 per 1 ft BP -AA, SBS -AA (Optional) BP -AA, SBS -AA -172.5 structrual concrete ACFoam II, FlintBoard, H- Gypsum -Fiber Roof Board with FlintFast 3" SBS Shield Insulation Plates C09_FAPPUEI) SYSTEMS: FlintFast #12 (steel only) or #14 HD with FlintFast Min. 22 ga., type B, Grade (Optional) One or more Min. 0.25 -inch SECUROCK 3" Insulation Plates or 1 per 2.7 5-56 33 steel or min. 2,500 psi layers, any combination, Gypsum -Fiber Roof Board Trufast #12 (steel only) or ft2 SBS-CA3 None SBS-CA1 -37.5 structrual concrete loose laid HD with Trufast 3" Metal Insulation Plates Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-1114 for FL2533-1113 Revision 14:03/27/201S Appendix 1, Page 23 of 57 QOTRINITYIERD TABLE 28: STEEL OR CONCRETE DECKS — NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Deck Top Insulation layer Roof Cover Base Insulation Layer(s) MDP (psf) Type Fasteners Attach Base Ply Cap No. (See Note 1) FlintFast #12 (steel only) Min. 22 ga., type B, Grade (Optional) One or more Min. 1.5 -inch ACFoam III, or #14 HD with FlintFast S-57 33 steel or min. 2,500 psi layers, any combination, FlintBoard Iso Cold, H -Shield 3" Insulation Plates or = 1 per 2 it SBS-CA1 None SBS-CA3 -45.0` structrual concrete loose laid CG or FlintBoard Iso Colde Trufast # (steel only) or 12 l 12 (steel HD with Trufast Metal Insulation Plates FlintFast 912 (steel only) Min. 22 ga., type B, Grade (Optional) One or more or 1114 HD with FlintFast S-58 33 steel or min. 2,500 psi layers, any combination, Min. 3/8 -inch SECUROCK 3" Insulation Plates or 1 per 2.7 SBS-CA3 None SBS-CA1 -45.0' structrual concrete loose laid Gypsum -Fiber Roof Board Trufast #12 (steel only) or ftj HD with Trufast 3" Metal Insulation Plates FlintFast #12 (steel only) Min. 22 ga., type B, Grade(Optional) One or more or #14 HD with FlintFast S-59 33 steel or min. 2,500 psi layers, any combination, Min. 0.5 -inch SECUROCK 3" Insulation Plates or 1 per 1.45 SBS-CA1 None SBS-CA1 -82.5• structrual concrete loose laid Gypsum -Fiber Roof Board Trufast #12 (steel only) or ftz HD with Trufast 3" Metal Insulation Plates Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-1114 for F1.2533-1133 Revision 14:03/27/2015 Appendix 1, Page 24 of 57 QOTRINITYIERD TABLE 2C: STEEL OR CONCRETE DECKS — NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE 0: PRELIMINARILY ATTACHED INSULATION, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER NOTE: INSULATION OPTIONAL FOR RECOVER OR CONCRETE DECK APPLICATIONS SEE NOTE 14) System Deck Insulation Layer(s) Base or Anchor Sheet Roof Cover MDP Type Attach Base Fasteners Attach Ply Cap No. (See Note 1) (Psf) SELF -ADHERING SYSTEMS: , Min. 22 ga., type B, Grade Min. 1.5 -inch, One 9 -inch o.c. at min. 2 -inch lap and 18- S-60 33 steel or min. 2,500 psi or more layers, any Prelim. Flintlastic SA NailBase See Note 2 inch o.c. in two, equally spaced, (Optional) SBS -SA SBS -SA -45.0' structrual concrete combination Attached staggered center rows Min. 22 ga., type B, Grade Min. 1.5 -inch, One 12 -inch o.c. at min. 2 -inch lap and S-61 33 steel or min. 2,500 psi or more layers, any Prelim. Flintlastic SA NailBase See Note 2 12 -inch o.c. in two, equally spaced, (Optional) SBS -SA SBS -SA -52.5` structrual concrete combination Attached staggered center rows Min. 22 ga., type B, Grade Min. 1.5 -inch, One Prelim. 12 -inch o.c. at min. 4 -inch lap and S-62 33 steel or min. 2,500 psi or more layers, any Flintlastic SA NailBase See Note 2 12 -inch o.c. in two, equally spaced, (Optional) SBS -SA SBS -SA -60.0' structrual concrete combination Attached staggered center rows Min. 22 ga., type B, Grade Min. 1.S -inch, One Prelim. Flintlastic SA NailBase (laid 8 -inch o.c. at min. 4 -inch lap and 8- S-63 33 steel or min. 2,500 psi or more layers, any Attached parallel to deck Flutes) See Note 2 inch o.c. in two, equally spaced, (Optional) SBS -SA SBS -SA -82.5' structrual concrete combination staggered center rows CONVENTIONAL SYSTEMS: Min. 22 ga., type B, Grade Min. 1.5 -inch, One Prelim. Glasbase; All Weather/Empire 12 -inch o.c. at 4 -inch lap and 36 -inch BP -AA, SBS -AA, SBS- SBS -AA, SBS - S -64 33 steel or min. 2,500 psi or more layers, any Attached Base; Flexiglas Base; Flintlastic See Note 2 o.c. in two, equally spaced, TA or APP -TA TA or APP -TA -30.0' structrual concrete combination Base 20; Yosemite staggered center rows Min. 22 ga., type B, Grade Min. 1.5 -inch, One Glasbase; All Weather/Empire 12 -inch o.c. at 4 -inch lap and 24 -inch S -65 33 steel or min. 2,500 psi or more layers, any Prelim. Base; Flexiglas Base; Flintlastic See Note 2 o.c. in two, equally spaced, BP -AA, SBS -AA, SBS- SBS -AA, SBS - -45.0' structrual concrete combination Attached Base 20; Yosemite staggered center rows TA or APP -TA TA or APP -TA Min. 22 ga., type B, Grade Min. 1.5 -inch, One Prelim. Poly SMS Base; Ultra Poly SMS 12 -inch o.c. at 4 -inch lap and 36 -inch BP -AA SBS -AA, SBS- SBS -AA, SBS - S -66 33 steel or min. 2,500 psi or more layers, any See Note 2 o.c. in two, equally spaced, -45.0 structrual concrete combination Attached Base staggered center rows TA or APP -TA TA or APP -TA Min. 22 ga., type B, Grade Min. 1.5 -inch, One Prelim. Poly SMS Base; Ultra Poly SMS 18 -inch o.c. at 4 -inch lap and 18 -inch BP -AA, SBS -AA, SBS- SBS -AA, SBS - S -67 33 steel or min. 2,500 psi or more layers, any Attached Base See Note 2 o.c. in one staggered center row TA or APP -TA TA or APP -TA '45.0 structrual concrete combination Dekfast IF -2 - Min. 22 ga., type 8, Grade Min. One Prelim. Poly SMS Base; Ultra Poly SMS SS plates 12 -inch o.c. within the min. 4 -inch SBS -AA, SBS -TA or SBS -AA, SBS - 5 68 steel min. psi re finch, more layers, any Attached Base with #14 wide, heat -welded side lap APP -TA TA or APP -TA 45.0 l structrual structrual concrete to combination co Dekfast Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-1114 for FL2533-1133 Revision 14:03/27/201S Appendix 1, Page 25 of 57 QOTFuNITYIERD TABLE 2C: 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 OPTIONAL FOR RECOVER OR CONCRETE DECK APPLICATIONS SEE NOTE 14) System Deck Insulation Layer(s) Base or Anchor Sheet Roof Cover MOP Type Attach Base Fasteners Attach Ply Cap No. (See Note 1) (Psf) Glasbase; Flexiglas Base; Min. 22 a., g type B, Grade Min. 1.5 -inch, One Prelim. Flintlastic Base 20; All Weather 12 -inch stat at 3 -inch lap and 12 -inch BP -AA, SBS -AA, SBS- SBS -AA, SBS - 5 -69 33 steel min. psi more layers, any Attached / Empire Base; Poly SMS Base; See Note 2 stag in two, equally spaced, TA or APP -TA TA or APP -TA 52.5 structruall concretteo combination staggered center rows Yosemite Tru Fast 2.4 Min. 22 ga., type B, Grade Min. 1.5 -inch, One Prelim. in. Barbed 12 -inch stat within the min. 4 -inch (Optional) SBS -TA SBS -TA or S-70 80 steel or min. 2,500 psi or more layers, any Ultra Poly SMS Base Seam Plates -60'0 structrual concrete combination Attached with TruFast wide, heat -welded side lap or APP -TA APP -TA EHD OMG Flat Min. 22 ga., type B, Grade Min. 1.5 -inch, One Prelim. Bottom 6 -inch o.c. at 4 -inch lap and 6 -inch S -71 33 steel or min. 2,500 psi or more layers, any Glasbase; Yosemite Plates with o.c. in two, equally spaced, BP -AA, SBS -AA, SBS- 585 -AA, SBS - -67.5 structrual concrete combination Attached OMG #14 HD staggered center rows TA or APP -TA TA or APP -TA (Accutrac) Min. 22 ga., type 8, Grade Min. 1.5 -inch, One Prelim. Plexiglas Base; Flintlastic Base 6 -inch o.c. at 4 -inch lap and 6 -inch BP -AA, SBS -AA, SBS- SBS -AA, SBS - S -72 33 steel or min. 2,500 psi or more layers, any Attached 20; Yosemite See Note 2 o.c. in two, equally spaced, TA or APP -TA TA or APP -TA -67.5 structrual concrete combination staggered center rows Min. 22 ga., type 8, Grade Min. 1.5 -inch, One 12 -inch o.c. at 4 -inch lap and 12 -inch S-73 80 steel or min. 2,500 psi or more layers, any Prelim. Poly SMS Base; Ultra Poly SMS See Note 2 o.c. in two, equally spaced, SBS -TA or APP -TA SBS -TA or -112.5 structrual concrete combination Attached Base staggered center rows APP -TA Min. 22 ga., type 8, Grade Min. 1.5 -inch, One 12 -inch o.c. at 4 -inch lap and 12 -inch S-74 80 steel or min. 2,500 psi or more layers, any Prelim. Poly SMS Base; Ultra Poly SMS See Note 2 o.c. in two, equally spaced, SBS -AA SBS -AA or -120.0 structrual concrete combination Attached Base staggered center rows SBS -TA COLO -APPLIED SYSTEMS: Min. 22 ga., type 8, Grade Min. 1.5 -inch, One Glasbase; All Weather/Empire 6 -inch o.c. at 4 -inch lap and 12 -inch S-75 33 steel or min. 2,500 psi or more layers, any Prelim. Base; Flexiglas Base; Flintlastic See Note 2 o.c. in two, equally spaced, SBS-CA1 SBS-CA1 -45.0' Attached structrual concrete combination Base 20 staggered center rows Exterior Research and Design, U.C. d/b/a TrinitylERD Certificate of Authorization 119503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-1114 for F1.2533-1113 Revision 14:03/27/2015 Appendix 1, Page 26 of 57 V TRINITY I ERD TABLE 3A: CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER Deck Base Insulation layer Top Insulation layer Roof Cover Sys. MOP Type Attach Type Attach Base Ply Cap No. (See Note Primer (psf) 1) SELF-AOHEPoNG SYSTEMS: Min. 1.5 -inch ACFoam II, FlintBoard, HA Min. 0.25 -inch SECUROCK Gypsum- HA SBS -SA (Optional) SBS -SA SBS -SA -172.5 C-1. Concrete FlintPrime (ASTM D41) ENRGY 3 or H -Shield Fiber Roof Board C-2. Concrete FlintPrime Min. 1.5 -inch ACFoam II, FlintBoard, HA Min. 0.25 -inch Dens Deck primed HA SBS -SA (Optional) SBS -SA SBS -SA -192.5 (ASTM D41) ENRGY 3 or Multi -Max FA3 with FlintPrime SA C 3. Concrete None Min. 1.5 -inch ACFoam II, FlintBoard, APD Min. 0.25 -inch Dens Deck primed A -PO SBS SA (Optional) SBS SA SBS -SA 105.0 ENRGY 3 or Multi -Max FA3 with FlintPrime SA Min. 1.5 -inch ACFoam 11, FlintBoard, A -PD Min. 0.25 -inch SECUROCK Gypsum- A -PD SBS -SA (Optional) SBS SA SBS -SA 172.5 ENRGY 3 or H -Shield Fiber Roof Board C-5. Concrete None Min. 1.5 -inch ACFoam 11, FlintBoard, A -PD Min. 0.25 -inch Dens Deck primed A -PD SBS -SA (Optional) SBS -SA SBS -SA 192.5 ENRGY 3 or Multi -Max FA3 6 -inch o.c. with FlintPrime SA 6 -inch o.c. (Optional) Min. 0.25 -inch Dens Deck primed C-6. Concrete FlintPrime Min. 1.5 -inch Multi -Max FA D -IS or D -SG D -IS or D -SG SBS -SA (Optional) SBS -SA SBS -SA -67.5 with FlintPrime SA (ASTM D41) (Optional) Min. 0.25 -inch Dens Deck primed C-7. Concrete FlintPrime Min. 1.5 -inch ENRGY 3 D -IS or D -SG D -IS or D -SG SBS -SA (Optional) SBS -SA SBS -SA -132.5 with FlintPrime SA (ASTM D41) (Optional) Min. 0.25 -inch Dens Deck primed C-8. Concrete FlintPrime Min. 1.5 -inch ACFoam 11 or FlintBoard D -IS or D -SG D -IS or D -SG SBS -SA (Optional) SBS -SA SBS -SA -120.0 with FlintPrime SA (ASTM D41) C-9. Concrete None Min. 1.5 -inch ACFoam 11, FlintBoard, D -IS Min. 0.25 -inch SECUROCK Gypsum- D -IS SBS -SA (Optional) SBS -SA SBS SA 172.5 ENRGY 3 or H -Shield Fiber Roof Board C-10. Concrete None Min. 1.5 -inch ACFoam II, FlintBoard, M-OSFA or Min. 0.25 -inch SECUROCK Gypsum- M-OSFA or SBS SA (Optional) SBS -SA SBS -SA 172.5 ENRGY 3 or H -Shield M-PG1 Fiber Roof Board M -PGI C 11. Concrete None Min. 1.5 -inch ACFoam 11, FlintBoard, M-OSFA or Min. 0.25 -inch Dens Deck primed M-OSFA or SBS -SA (Optional) SBS SA SBS -SA 192.5 ENRGY 3 or Multi -Max FA M-PG1 with FlintPrime SA M-PGl C-12. Concrete FlintPrime Min. 1.5 -inch ACFoam 11, FlintBoard ISO 08500 Min. 0.25 -inch Dens Deck primed OB500 SBS -SA (Optional) 585 -SA SBS SA 120.0 (ASTM D41) or ENRGY 3 with FlintPrime SA C-13. Concrete None Min. 1.5 -inch ACFoam 11, FlintBoard ISO 08500 Min. 0.25 -inch Dens Deck primed OB500 SBS -SA (Optional) 585 SA SBS -SA 150.0 or ENRGY 3 with FlintPrime SA C-14. Concrete None Min. 1.5 -inch ACFoam 11, FlintBoard, 08500 I Min. 0.25 -inch SECUROCK Gypsum- I 08500 SBS -SA (Optional) SBS -SA SBS -SA -172.5 ENRGY 3 or H -Shield Fiber Roof Board Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-R14 for FL2533-1133 Revision 14: 03/27/2015 Appendix 1, Page 27 of 57 QOTRINITYIERD TABLE 3A: CONCRETE DECKS -NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER Deck Base Insulation layer Top Insulation Layer Roof Cover No. (See Note Primer MOP 1) Type Attach Type Attach Base Ply Cap (Psf) Min. 1.0 -inch ISO 95+ GL, H -Shield, H - Shield CG, ENRGY 3 or JM ISO 3 min. Min. 0.25 -inch SECUROCK Gypsum - C -15. Concrete None 1.3 -inch ACFoam III, Min. 1.5 -inch CR -20 CR -20 SBS -SA (Optional) SBS -SA SBS -SA -172.5 Multi -Max FA3 or Ultra -Max or min. Fiber Roof Board 2.0 -inch ACFoam IV Min. 1.0 -inch ISO 95+ GL, H -Shield, H - Shield CG, ENRGY 3 or 1M ISO 3 min. Min. 0.25 -inch Dens Deck primed C-16. Concrete None 1.3 -inch ACFoam III, Min. 1.5 -inch CR -20 CR -20 SBS -SA (Optional) SBS -SA SBS -SA -192.5 Multi -Max FA3 or Ultra -Max or min. with FlintPrime SA 2.0 -inch ACFoam IV HYBRID SYSTEMS: FlintPrime Min. 1.5 -inch ACFoam II, FlintBoard (Optional) Additional layers) base Black (Optional) SBS -AA, SBS -AA, SBS - C -17. Concrete HA HA Diamond 375.0 (ASTM 041) ISO, H -Shield, FlintBoard ISO„ insulation SBS TA, APP -TA TA, APP -TA Base Sheet Min. 1.5 -inch ACFoam II, FlintBoard (Optional) Additional er la s) base y ( Black (Optional) SBS -AA, SBS -AA, SBS- C-18. Concrete None A -PD A -PD Diamond _180.0 ISO, H -Shield, FlintBoard 150„ insulation SBS TA, APP -TA TA, APP -TA Base Sheet Min. 1.5 -inch ACFoam II, FlintBoard Min. 0.25 -inch SECUROCK Gypsum- (Optional) SBS -AA, SBS -AA, SBS- C-19. Concrete None ISO, H -Shield, FlintBoard ISOs APD Fiber Roof Board APD SBS -SA -H SBS -TA, APP -TA TA, APP -TA _117.5 Min. 1.5 -inch ACFoam II, FlintBoard A -PD, 6 -inch Min. 0.25 -inch SECUROCK Gypsum- A -PD, 6 -inch (Optional) SBS -AA, SBS -AA, SBS- C-20. Concrete None ISO, H -Shield, FlintBoard ISO„ O.C. Fiber Roof Board O.C. SBS -SA -H SBS -TA, APP -TA TA, APP -TA -217.5 Concrete None Min. 0.25 -inch SECUROCK Gypsum- A -PD, 6 -inch None N/A SBS (Optional) SBS -AA, SBS -AA, SBS- C-21. Fiber Roof Board O.C. -SA -H SBS -TA, APP -TA TA, APP -TA 195.0 Min. 1.5 -inch ACFoam II, Flint8oard (Optional) Additional layer(s) base Black (Optional) SBS -AA, SBS -AA, SBS - C -22. Concrete None DIS D -IS Diamond -135.0 ISO, H -Shield, FlintBoard ISO„ insulation SBS -TA, APP -TA TA, APP -TA Base Sheet Min. 1.5 -inch ACFoam II, Flint8oard Min. 0.25 -inch SECUROCK Gypsum- (Optional) SBS -AA, SBS -AA, SBS- C-23. Concrete None D -IS D -IS SBS -SA -H -217.5 ISO, H -Shield, FlintBoard ISO„ Fiber Roof Board SBS -TA, APP -TA TA, APP -TA C-24. Concrete None Min. 0.25 -inch SECUROCK Gypsum- D -IS None N/A SBS -SA -H (Optional) SBS -AA, SBS -AA, SBS- _195.0 Fiber Roof Board SBS -TA, APP -TA TA, APP -TA Min. 1.5 -inch FlintBoard ISO, ACFoam (Optional) Additional layer(s) base Flintlastic (Optional) 585 -AA, SBS -AA, SBS - C -25. Concrete None M-OSFA M-OSFA Ultra Glass -135.0 II, H -Shield insulation SBS -TA, APP -TA TA, APP -TA S Exterior Research and Design, I.I.C. d/b/a TrinitylERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-1134 for FL2533-1113 Revision 14:03/27/2015 Appendix 1, Page 28 of 57 QOTRINITYIERD TABLE 3A: CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER Deck Base Insulation Layer Top Insulation layer Roof Covgr Sys. (See Note Primer MDP No. 1) Type Attach Type Attach Base Ply Cap (Psf) Min. 1.5 -inch ACFoam II, FlintBoard (Optional) Additional layers) base a (Optional) SBS -AA, SBS -AA, SBS - C -26. Concrete None M-OSFA M-OSFA D D iamm ond 232.5 ISO, H -Shield, FlintBoard ISO„ insulation SBS -TA, APP -TA TA, APP -TA Base Sheet Min. 1.5 -inch ACFoam Il, FlintBoard Min. 0.25 -inch SECUROCK Gypsum- (Optional) SBS -AA, SBS -AA, SBS- C-27. Concrete None ISO, H -Shield, FlintBoard ISO" M-OSFA Fiber Roof Board M-OSFA SBS -SA -H SBS -TA, APP -TA TA, APP -TA -217.5 C-28. Concrete None Min. 0.25 -inch SECUROCK Gypsum- M-OSFA None N/A SBS (Optional) SBS -AA, SBS -AA, SBS- Fiber Roof Board -SA -H SBS -TA, APP -TA TA, APP -TA _195.0 Min. 1.5 -inch ACFoam II, FlintBoard (Optional) Additional layer(s) base Black (Optional) SBS -AA, SBS -AA, SOS - C -29. Concrete None M-PG1 M -PGS Diamond -270.0 ISO, H -Shield, FlintBoard ISO" insulation SBS -TA, APP -TA TA, APP -TA Base Sheet Min. 1.5 -inch ACFoam Il, FlintBoard Min. 0.25 -inch SECUROCK Gypsum- (Optional) SBS -AA, SBS -AA, SBS- C-30, Concrete None ISO, H -Shield, FlintBoard ISO" M-PG1 Fiber Roof Board M-PG1 SBS -SA -H SBS -TA, APP -TA TA, APP -TA -217.5 C-31, Concrete None Min. 0.25 -inch SECUROCK Gypsum- M-PG1 None N/A S8S-SA-H (Optional) SBS -AA, SBS -AA, SBS- -195.0 Fiber Roof Board SBS -TA, APP -TA TA, APP -TA Min. 1.5 -inch ACFoam II, FlintBoard (Optional) Additional layer(s) base (Optional) SBS -AA, SBS -AA, SBS- C-32. Concrete None OBS00 OB500 SBS -SA -H 135.0 ISO, H -Shield, FlintBoard ISO" insulation SBS -TA, APP -TA TA, APP -TA C-33. Concrete None Min. 1.5 -inch ACFoam II, FlintBoard 08500 Min. 0.25 -inch SECUROCK Gypsum- 08500 SBS -SA -H (Optional) SBS -AA, SBS -AA, SBS- -217.5 ISO, H -Shield, FlintBoard ISO" Fiber Roof Board SBS -TA, APP -TA TA, APP -TA C-34. Concrete None Min. 0.25 -inch SECUROCK Gypsum- 08500 None N/A SBS -SA -H (Optional) SBS -AA, SBS -AA, SBS- -195.0 Fiber Roof Board SBS -TA, APP -TA TA, APP -TA Min. 1.5 -inch FlintBoard ISO, ACFoam (Optional) Additional layer(s) base Flintlastic (Optional) SBS -AA, SBS -AA, SBS - C -35. Concrete None 3M CR -20 3M CR -20 Ultra Glass 135.0 Il, H -Shield insulation SBS -TA, APP -TA TA, APP -TA S Black Min. 1.5 -inch ACFoam II, FlintBoard (Optional) Additional layer(s) base (Optional) SBS -AA, SBS -AA, SBS- C-36. Concrete None 3M CR -20 3M CR -20 Diamond -270.0 ISO, H -Shield, Flint8oard ISO" insulation SBS -TA, APP -TA TA, APP -TA Base Sheet Min. 1.5 -inch ACFoam Il, FlintBoard Min. 0.25 -inch SECUROCK Gypsum- (Optional) SBS -AA, SBS -AA, SBS- C-37. Concrete None 3M CR -20 3M CR -20 SBS -SA -H -217.5 ISO, H -Shield, FlintBoard ISOH Fiber Roof Board SBS -TA, APP -TA TA, APP -TA C-38. Concrete None Min. 0.25 -inch SECUROCK Gypsum- 31VII CR None N/A SBS (Optional) SBS -AA, SBS -AA, SBS- Fiber Roof Board -20 -SA -H SBS -TA, APP -TA TA, APP -TA .195.0 CONVENTIONAL SYSTEMS: FlintPrime Min. 1.5 -inch ACFoam II, ACFoam IV, (Optional) Additional layer(s) of BP-AA3, 24- (Optional) BP -AA, C-39, Concrete HA HA SBS -AA 37.5 (ASTM D41) ENRGY 3, H -Shield, FlintBoard ISO base insulation inch grid SBS -AA Exterior Research and Design, U.C. d/b/a Trinity) ERD Evaluation Report 3520.03.04-1114 for FL2533-1113 Certificate of Authorization #9503 Revision 14:03/27/2015 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 29 of 57 QOTRINITYIERD TABLE 3A: CONCRETE DECKS - NEW CONSTRUCTION oR REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER Deck Base Insulation Layer Top Insulation Layer Roof Cover Sys (See Note Primer MDP No. 1) Type Attach Type Attach Base Ply Cap (Psi FlintPrime (Optional) Additional layer(s) of BP-AA4, 18- (Optional) BP -AA, C-40. Concrete Min. 1.5 -inch ACFoam IV HA HA SBS -AA -60.0 (ASTM D41) base insulation inch o.c. SBS -AA FlintPrime Min. 1.5 -inch ACFoam II or FlintBoard Min. 0.25 -inch Dens Deck, Dens C-41. Concrete HA HA SBS -TA (Optional) SBS -TA SBS -TA -180.0 (ASTM D41) ISO. Deck Prime FlintPrime Min. 1.5 -inch ACFoam II or FlintBoard Min. 0.25 -inch SECUROCK Gypsum- BP-AA, SBS- (Optional) BP -AA, SBS -AA, SBS- C-42. Concrete (ASTM D41) ISO. HA Fiber Roof Board HA AASBS-TA , SBS-AA, SBS -TA or TA or APP -TA -180.0 or APP -TA APP -TA (Optional) BP -AA, FlintPrime Min. 2 -inch ACFoam II, Flint8oard ISO, Min. 0.25 -inch SECUROCK Gypsum- BP -AA or SBS -AA, SBS - C -43. Concrete (ASTM D41) ENRGY 3 or H -Shield HA Fiber Roof Board HA SBS -AA SBS -AA, SBS -TA or TA or APP -TA -225.0 APP -TA FlintPrime Min. 1.5 -inch ACFoam II, FlintBoard Min. 0.25 -inch SECUROCK Gypsum- C-44. Concrete (ASTM D41) ISO, H -Shield, FlintBoard ISO„ HA Fiber Roof Board HA APP -TA (Optional) APP -TA APP -TA 252.5 (Optional) BP -AA, FlintPrime Min. 1.5 -inch ACFoam II, FlintBoard Min. 0.5 -inch Structodek High BP -AA or SBS -AA, SBS - C -45. Concrete (ASTM D41) ISO, ENRGY 3 or H -Shield HA Density Fiberboard HA SBS -AA SBS -AA, SBS -TA or TA or APP -TA -227.0 APP TA FlintPrime Min. 2 -inch ACFoam II, FlintBoard ISO, Min. 0.25 -inch SECUROCK Gypsum- SBS -TA or (Optional) SBS -TA SBS -TA or C-46. Concrete (ASTM D41) ENRGY 3 or H -Shield HA Fiber Roof Board HA APP -TA or APP -TA APP -TA -232.5 (Optional) 8P -AA, C -47. Concrete FlintPrime Min. 1.5 -inch ACFoam II, FlintBoard HA Min. 0.25 -inch Dens Deck HA BP -AA or SBS -AA, SBS -TA or SBS -AA, SBS - "240.0 (ASTM 041) ISO, ENRGY 3 or H -Shield SBS AA TA or APP -TA APP -TA (Optional) BP -AA, FlintPrime Min. 1.5 -inch ACFoam II or FlintBoard Min. 0.75 -inch Fescoeoard BP -AA or 585 -AA, SBS - C -48. Concrete (ASTM D41) ISO HA (homogeneous) HA SBS -AA SBS -AA, SBS -TA or TA or APP -TA -412.0 APP -TA (Optional) BP -AA FlintPrime Min. 1.5 inch ACFoam II or FlintBoard Min. 0.5 inch OuraBoard BP -AA or , SBS -AA, SBS - C -49. Concrete (ASTM D41) ISO HA (homogeneous) HA SBS AA SBS -AA, SBS -TA or TA or APP -TA 430.0 APP -TA FlintPrime 0.5 -inch Structodek High Density (Optional) BP -AA or C-50. Concrete Fiberboard or min. 0.75 -inch Fesco HA None N/A BP -AA SBS -AA -437.5 (ASTM D41) Board (homogeneous) SBS AA C-51. Concrete FlintPrime 0.25 -inch Dens Deck, Dens Deck Prime HA None N/A SBS -TA (Optional) SBS -AA SBS -AA or -302.5 (ASTM D41) or SECUROCK Gypsum -Fiber Roof Board or SBS -TA SBS -TA FlintPrime 0.25 -inch Dens Deck, Dens Deck Prime HA None N/A BP (Optional) 8P -AA or SBS C-52. Concrete (ASTM D41) or SECUROCK Gypsum -Fiber Roof Board -AA SBS -AA -AA -537.5 Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Certificate of Authorization N9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-1114 for FL2533-R13 Revision 14:03/27/2015 Appendix 1, Page 30 of 57 QOTRINITYIERD TABLE 3A: CONCRETE DECKS - NEW CONSTRUCTION oR REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER Deck Base Insulation Layer Top Insulation layer Roof Cover s. MDP Type Attach Type Attach Base Ply Cap Nyo. (See Note 1) Primer (psn Min. 0.5 -inch Strudodek High (Optional) BP -AA, Min. 1.5 -inch ACFoam II, FlintBoard BP AA or SBS -AA, SBS - C -53. Concrete None A -PD Density Fiberboard or Min. 0.25- A -PD SBS -AA, SBS -TA or -105.0 ISO, ENRGY 3 or H -Shield SBS AA TA or APP -TA inch Dens Deck APP -TA Min. 1.5 -inch ACFoam II, FlintBoard A -PO Min. 0.5 -inch Structodek High A -PO BP -AA or (Optional) BP -AA, SBS -AA, SBS - C -54. Concrete None Density Fiberboard or Min. 0.25- SBS -AA, SBS -TA or -217.5 ISO, ENRGY 3 or H -Shield 6 -inch o c inch Dens Deck 6 -inch o c SBS AA APP -TA TA or APP -TA BP -AA, SBS- (Optional) BP -AA, Min. 1.5 -inch ACFoam II, FlintBoard Min. 0.25 -inch SECUROCK Gypsum- SBS -AA, SBS - C -55. Concrete None ISO, H -Shield, FlintBoard ISO„ A -PD Fiber Roof Board A -PD AA, SBS -TA SBS -AA, SBS -TA or TA or APP -TA 117.5 or APP -TA APP -TA BP -AA, SBS- (Optional) BP -AA, Min. 1.5 -inch ACFoam II, FlintBoard A -PD, 6 -inch Min. 0.25 -inch SECUROCK Gypsum- A -PD, 6 -inch SBS -AA, SBS - C -56. Concrete None ISO, H -Shield, FlintBoard ISO„ O.C. Fiber Roof Board O.C. AA. SBS -TA SBS -AA, SBS -TA or TA or APP -TA 217.5 or APP -TA APP -TA (Optional) SP -AA, C Concrete None 0.5 -inch Strudodek High Density A -P0, 6 -inch None N/A BP -AA, SBS- SBS SBS 585 -AA, SBS - -195.0 -57. Fiberboard O.C. AA -AA, -TA or TA or APP -TA APP -TA Min. 0.25 -inch Dens Deck, Dens Deck SP -AA, SBS- (Optional) BP -AA, C -58. Concrete None Prime or SECUROCK Gypsum -Fiber Roof A -PD, 6 -inch None N/A AA, SBS -TA SBS -AA, SBS -TA or SBS -AA, SBS - -195.0 Board O.C. or APP -TA APP -TA TA or APP -TA Min. 1.5 -inch ACFoam II or FlintBoard C-59. Concrete None D -IS Min. 0.25 -inch Dens Deck D -IS SBS -TA (Optional) 585 -TA SBS -TA 112.5 ISO Min. 1.5 -inch ACFoam II, FlintBoard BP -AA, SBS- (Optional) SP -AA, SBS -AA or C-60. Concrete None D -IS Min. 0.25 -inch Dens Deck Prime D -IS -297.5 ISO, H -Shield, FlintBoard ISO„ AA SBS -AA or SBS -TA SBS -TA C-61, Concrete None Min. 1.5 -inch ACFoam II, FlintBoard D -IS Min. 0.25 -inch Dens Deck Prime D -IS SBS -TA (Optional) SBS -TA SBS -TA -302.5 ISO, H -Shield, FlintBoard ISO„ (Optional) BP -AA, Min. 2 -inch ACFoam II, FlintBoard ISO, Min. 0.25 -inch SECUROCK Gypsum- BP -AA or SBS -AA, SBS - C -62. Concrete None ENRGY 3 or H -Shield DIS Fiber Roof Board D -IS SBS AA SBS -AA, SBS -TA or TA or APP -TA -225.0 APP -TA Min. 2 -inch ACFoam II, FlintBoard ISO, Min. 0.25 -inch SECUROCK Gypsum- SBS -TA or (Optional) SBS -TA SBS -TA or C 63. Concrete None ENRGY 3 or H -Shield D -IS Fiber Roof Board DIS APP -TA or APP -TA APP -TA 232.5 C-64. Concrete None Min. 1.5 -inch ACFoam II, FlintBoard D -IS Min. 0.25 -inch SECUROCK Gypsum- D -IS APP -TA (Optional) APP -TA APP -TA 252.5 ISO, H -Shield, FlintBoard ISOe Fiber Roof Board Min. 1.5 -inch ACFoam II, FlintBoard Min. 0.25 -inch SECUROCK Gypsum- sum- BP -AA, SBS - (Optional) BP -AA, SBS -AA or C -65. Concrete None 0 -IS D -IS AAA or SBS- 297 5 ISO, H -Shield, FlintBoard ISO„ Fiber Roof BoardTA SBS -AA or SBS -TA SBS -TA Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.041114 for FI.2533-1113 Revision 14:03/27/2015 Appendix 1, Page 31 of 57 QOTRINITYIERD TABLE 3A: CONCRETE DECKS - NEW CONSTRUCTION oR REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER Deck Base Insulation layer Top Insulation Layer Roof Cover Sys. (See Note Primer MDP No. 1) Type Attach Type Attach Base Ply Cap (Psf) 0.5 -inch Structodek High Density BP -AA, SBS- (Optional) BP -AA, SBS -AA, SBS - C -66. Concrete None Fiberboard D -IS None N/A AA SBS -AA, SBS -TA or TA or APP -TA 195.0 APP -TA Min. 0.25 -inch SECUROCK Gypsum- BP -AA, SBS- (Optional) BP -AA, SBS -r A, SBS- C-67. C-67. Concrete None D -IS None N/A AA, SBS -TA SBS -AA, SBS -TA or _195.0 Fiber Roof Board TA or or APP -TA APP -TA Min. 1.5 -inch ACFoam II, FlintBoard Min. 0.5 -inch Structodek High BP -AA or (Optional) BP -AA, SBS -AA, SBS- C-68. Concrete None ISO, ENRGY 3 or H -Shield M-OSfA Density Fiberboard M-OSFA SBS -AA SBS -AA, SBS -TA or TA or APP -TA _127.5 APP -TA Min. 1.5 -inch ACFoam II, FlintBoard Min. 0.5 -inch Structodek High BP -AA or (Optional) BP -AA, SBS -AA, SBS- C-69. Concrete None M-PG1 M_pGl SBS -AA, SBS -TA or _1$0.0 ISO, ENRGY 3 or H -Shield Density Fiberboard SBS -AA TA or APP -TA APP -TA Min. 1.5 -inch ACFoam II, FlintBoard BP -AA or (Optional) BP -AA, SBS -AA, SBS - C -70. Concrete None M-OSFA Min. 0.25 -inch Dens Deck M-OSFA SBS -AA, SBS -TA or -232.5 ISO, ENRGY 3 or H -Shield SBS AA TA or APP -TA APP -TA (Optional) BP -AA, C-71. Concrete None ACFoam II, FlintBoard Min. 1.5-inchENRGY Min. 0.25 -inch Dens Deck M-PG1 or BP-AM-PG1 SBS -AA, SBS -TA or SBS -AA, SBS- -240.0 3 ISO, ENRGY 3 or H -Shield SBS -AA SBS -AA TA or APP -TA APP TA Min. 1.5 -inch ACFoam 11, FlintBoard BP -AA, SBS- (Optional) BP -AA, SBS -AA or C-72. Concrete None M-PG1 Min. 0.25 -inch Dens Deck Prime M-PG1 -297.5 ISO, H -Shield, FlintBoard ISO" AA SBS -AA or SBS -TA SBS -TA Min. 1.5 -inch ACFoam II, FlintBoard C-73. Concrete None M-PG3 Min. 0.25 -inch Dens Deck Prime M-PG1 SBS -TA (Optional) SBS -TA SBS -TA 302.5 ISO, H -Shield, FlintBoard ISO" Min. 2 -inch ACFoam II, FlintBoard ISO, M-OSFA or Min. 0.25 -inch SECUROCK Gypsum- M-OSFA or BP -AA or (Optional) BP -AA, SBS -AA, SBS - C -74. Concrete None ENRGY 3 or H -Shield M-PG3 Fiber Roof Board M-PG1 SBS -AA SBS -AA, SBS -TA or TA or APP -TA 225.0 APP -TA Min. 2 -inch ACFoam II, FlintBoard ISO, M-OSFA or Min. 0.25 -inch SECUROCK Gypsum- M-OSFA or SBS -TA or (Optional) SBS -TA SBS -TA or C-75. Concrete None ENRGY 3 or H -Shield M-PG3 Fiber Roof Board M-PG3 APP -TA or APP -TA APP -TA 232.5 Min. 1.5 -inch ACFoam II, FlintBoard M-OSFA or Min. 0.25 -inch SECUROCK Gypsum- M-OSFA or C-76. Concrete None ISO, H -Shield, FlintBoard ISO" M-PG1 Fiber Roof Board M-PGl APP -TA (Optional) APP -TA APP -TA 252.5 Min. 1.5 -inch ACFoam II, FlintBoard M-OSFA or Min. 0.25 -inch SECUROCK Gypsum- M-OSFA or BP -AA, SBS - (Optional) BP -ICA, SBS -AA or C-77. Concrete None ISO, H -Shield, FlintBoard ISO" M-PG1 Fiber Roof Board M-PG1 or SBS_ SBS -AA or SBS -TA SBS -TA -297.5 TAAA Exterior Research and Design, LLC. d/b/a Trinity IERD Certificate of Authorization 119503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-1114 for FL2533-R13 Revision 14:03/27/2015 Appendix 1, Page 32 of 57 TTRINITYIERD TABLE 3A: CONCRETE DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER Deck Base Insulation layer Top Insulation Layer Roof Cover 5 s. Y MDP Type Attach Type Attach Base Ply Cap No. (See Note Primer (PSS 1) (Optional) 8P -AA, C -78. Concrete None 0.5 -inch Structodek High Density M-PG1 None N/A BP -AA, SBS- SBS -AA, SBS -TA or SBS -AA, SBS - 195.0 Fiberboard AA TA or APP -TA APP -TA BP -AA, SBS- (Optional) BP -AA, C -79, Concrete None Min. 0.25 -inch Dens Deck Prime or M-PG1 None N/A AA, SBS -TA SBS -AA, SBS -TA or SBS -AA, SBS - 195.0 SECUROCK Gypsum -Fiber Roof Board TA or APP -TA or APP -TA APP -TA (Optional) BP -AA, Min. 1.5 -inch ACFoam II, FlintBoard Min. 0.5 -inch Structodek High BP -AA or SBS -AA, SBS - C -80. Concrete None OBS00 08500 SBS -AA, SBS -TA or 120.0 ISO, ENRGY 3 or H -Shield Density Fiberboard SBS AA TA or APP -TA APP -TA BP -AA, SBS- (Optional) BP -AA, Min. 1.5 -inch ACFoam II or FlintBoard Min. 0.25 -inch Dens Deck or Dens SBS -AA, SBS - C -81. Concrete None 08500 08500 AA, SBS -TA SBS -AA, SBS -TA or 350.0 ISO. Deck Prime TA or APP -TA or APP -TA APP -TA Min. i ACFoam II, FlintBoard BP -AA, SBS - (Optional) BP -AA, SBS -AA or C -82. Concrete None 08500 Min. 0.25 -inch Dens Deck Prime 08500 AA or SBS- .297.5 -S eldnch ISO, H -Shield, FlintBoard ISO„ ISOm SBS -TA SBS -AA or SBS -TA SBS -TA TA . (Optional) BP -AA, Min. 2 -inch ACFoam II, FlintBoard ISO, Min. 0.25 -inch SECUROCK Gypsum- BP -AA or SBS -AA, SBS - C -83. Concrete None ENRGY 3 or H -Shield 08500 Fiber Roof Board OB500 SBS AA SBS -AA, SBS -TA or TA or APP -TA -225.0 APP -TA t Min. 2 -inch ACFoam II, FlintBoard ISO, Min. 0.25 -inch SECUROCK Gypsum- SBS -TA or (Optional) SBS -TA SBS -TA or C-84. Concrete None ENRGY 3 or H -Shield 08500 Fiber Roof Board 08500 APP -TA or APP -TA APP -TA 232'5 C-85. Concrete None Min. 1.5 -inch ACFoam II, FlintBoard 08500 Min. 0.25 -inch SECUROCK Gypsum- 08500 APP -TA (Optional) APP -TA APP -TA 252.5 ISO, H -Shield, FlintBoard ISO" Fiber Roof Board Min. 1.5 -inch ACFoam II, FlintBoard Min. 0.25 -inch SECUROCK Gypsum- Yp 8P -AA, SBS (Optional) (Optional) B SBS -AA or Concrete None ISO, H -Shield, FlintBoard ISO„ 08500 Fiber Roof Board OB500 AA or SBS- SBS -AA or SBS -TA -TA SBS -TA -297.5 TA (Optional) BP -AA, C -87. Concrete None 0.5 -inch Structodek High Density OB500 None N/A BP-AA, 585- SBS -AA, SBS -TA or SBS -AA, SBS - -195.0 Fiberboard AA TA or APP -TA APP -TA BP -AA, SBS- (Optional) BP -AA, C -88. Concrete None Min. 0.25 -inch SECUROCK Gypsum- 08500 None N/A AA, SBS -TA SBS -AA, SBS -TA or SBS -AA, SBS - 195.0 Fiber Roof Board TA or APP -TA or APP -TA APP -TA Exterior Research and Design, I.I.C. d/b/a TrinitylERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-1134 for FL2533-R13 Revision 14:03/27/2015 Appendix 1, Page 33 of 57 QOTRINITYIERD TABLE 3A: CONCRETE DECKS - NEW CONSTRUCTION oR REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER Deck Base Insulation Layer Top Insulation layer Roof Cover Sys. (see Note Primer MDP No. 1) Type Attach Type Attach Base Ply Cap (pso Min. 1.0 -inch ISO 95+ GL, H -Shield, H- Min. 0.5 -inch Structodek High Shield CG, ENRGY 3 or JM ISO 3 min. (Optional) BP -AA , C -89. Concrete None 1.3 -inch ACFoam III, Min. 1.5 -inch CR -20 Density Fiberboard or Dura Board CR -20 BP -AA or SBS -AA, SBS -TA or SBS -AA, SBS - -180.0 Multi -Max FA3 or Ultra -Max or min. (homogeneous) or min. 1.5 -inch SBS AA APP -TA TA or APP -TA FescoBoard (laminated) 2.0 -inch ACFoam IV Min. 1.0 -inch ISO 95+ GL, H -Shield, H - Shield CG, ENRGY 3 or 1M ISO 3 min. (Optional) BP -AA, C-90, Concrete None 1.3 -inch ACFoam III, Min. 1.5 -inch CR -20 Min. 0.25 -inch SECUROCK Gypsum- CR 20 A or SBS -AA, SBS -TA or A, SBS- -225.0 Multi -Max FA3 or Ultra -Max or min. Fiber Roof Board SBS- SBS AA APP -TA TA or TA or APP -TA 2.0 -inch ACFoam IV Min. 1.0 -inch ISO 95+ GL, H -Shield, H - Shield CG, ENRGY 3 or JM ISO 3 min. Min. 0.25 -inch SECUROCK Gypsum- YP SBS -TA or (Optional) SBS -TA SBS -TA or C-91. Concrete None 1.3 -inch ACFoam III, Min. 1.5 -inch CR -20 CR -20 -232.5 Multi -Max FA3 or Ultra -Max or min. Fiber Roof Board APP -TA or APP -TA APP -TA 2.0 -inch ACFoam IV Min. 1.0 -inch ISO 95+ GL, H -Shield, H - Shield CG, ENRGY 3 or JM ISO 3 min. (Optional) BP -AA, C-92. Concrete None 1.3 -inch ACFoam III, Min. 1.5 -inch CR -20 Min. 0.25 -inch Dens Deck CR -20 BP -AA or SBS -AA, SBS -TA or SBS -AA, SBS - Multi -Max FA3 or Ultra -Max or min. SOS -240.0 SBS -AA APP -TA TA or APP -TA 2.0 -inch ACFoam IV 0.5 -inch Structodek High Density BP -AA, SBS- (Optional) BP -AA, SBS -AA, SBS - C -93. Concrete None 3M CR -20 None N/A SBS -AA, SBS -TA or 195.0 Fiberboard AA TA or APP -TA APP -TA Min. 0.25 -inch SECUROCK Gypsum- BP -AA, SBS- (Optional) BP -AA, A, SBS- C-94. C-94. Concrete None Fiber Roof Board 3M CR -20 None N/A AA, SBS -TA SBS -AA, SBS -TA or TA or TA or -195.0 or APP -TA APP -TA @DLI) -APPLIED SYSTEMS: (Optional) Min. 0.5 -inch ACFoam II, Min. 1.5 -inch ACFoam III, 08500 or 08500 or C-95. Concrete None FlintBoard ISO, H -Shield, FlintBoard FlintBoard Iso Cold, H -Shield CG or SBS-CA3 None SBS-CA1 -82.5 ISON 3M CR -20 Flint8oard Iso ColdH 3M CR -20 A -PD, D -IS, A -PD, 0 -IS, Min. 0.5 -inch ACFoam II, FlintBoard M-OSFA, M- Min. 0.25 -inch SECUROCK Gypsum- M-OSFA, M- C-96. Concrete None ISO, H -Shield, FlintBoard ISOH PGS, 08500 Fiber Roof Board PG1, 08500 SBS-CA1 None SBS-CA1 -105.0 or 3M CR -20 or 3M CR -20 Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-R14 for F1.2533-1113 Revision 14:03/27/2015 Appendix 1, Page 34 of 57 QOTRINITYIERD TABLE 3B: CONCRETE DECKS— NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-3: BONDED TEMP ROOF, BONDED INSULATION, BONDED ROOF COVER TABLE 3C: CONCRETE DECKS—NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER Deck Base Insulation Layer Top Insulation Layer Roof Cover. Deck (See Note 1) System (See Primer / Temp Roof MDP (psf) MOP (psf) Base Ply Cap SELF -ADHERING SYSTEMS: No Note 1) Type FAttach Type Attach Base Ply Cap SBS -SA COLO -APPLIED SYSTEMS: C-100. Concrete FlintPrime Flintlastic SA (Optional) Min. 0.5 -inch SBS -SA Min. 1.5 -inch ACFoam III, HYBRID SYSTEMS: C-97. Conc. (ASTM PlyBase, self- ACFoam II, FlintBoard 08500 FlintBoard Iso Cold, H -Shield OB500 585-CA3 None SBS-CAi -82.5 (Optional) SBS -AA SBS -AA D41) adhered ISO, H -Shield, FlintBoard FlintPrime (ASTM 041) CG or FlintBoard Iso Cold„ (Optional) SBS -TA, APP -TA SBS -TA, APP -TA -150.0 C-104. Concrete FlintPrime (ASTM D41) Flintlastic Ultra Glass SA (Optional) SBS -TA, APP -TA SBS -TA, APP -TA ISO„ C-105. Concrete FlintPrime (ASTM D41) Black Diamond Base Sheet (Optional) BP -AA, SBS -AA SBS -AA -240.0 CONVENTIONAL SYSTEMS: FlintPrime Flintlastic SA Min. 0.5 -inch ACFoam II, Min. 0.25 -inch SECUROCK Concrete FlintPrime (ASTM D41) BP -AA or SBS -AA (Optional) BP -AA, SBS -AA, SBS -TA or APP -TA SBS -AA, SBS -TA or APP -TA C-98. Conc. (ASTM PlyBase, self- FlintBoard ISO, H -Shield, 08500 Gypsum -Fiber Roof Board 08500 SBS-CA3 None SBS-CA1 -82.5 (Optional) SBS -TA SBS -TA D41) adhered FlintBoard ISOH Exterior Research and Design, U.C. d/b/a Trinity) ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-1114 for FL2533-1133 Revision 14: 03/27/2015 Appendix 1, Page 35 of 57 TABLE 3C: CONCRETE DECKS—NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER System No. Deck (See Note 1) Primer Roof Cover MOP (psf) Base Ply Cap SELF -ADHERING SYSTEMS: C-99. Concrete FlintPrime SA SBS -SA (Optional) SBS -SA SBS -SA -555.0 C-100. Concrete FlintPrime (ASTM D41) SBS -SA (Optional) SBS -SA SBS -SA -630.0 HYBRID SYSTEMS: C-101. Concrete FlintPrime SA Flintlastic Ultra Glass SA (Optional) SBS -AA, SBS -TA, APP -TA SBS -AA, SBS -TA, APP -TA -52.5 C-102. Concrete FlintPrime (ASTM D41) Flintlastic Ultra Glass SA (Optional) SBS -AA SBS -AA -135.0 C-103. Concrete FlintPrime (ASTM 041) Black Diamond Base Sheet (Optional) SBS -TA, APP -TA SBS -TA, APP -TA -150.0 C-104. Concrete FlintPrime (ASTM D41) Flintlastic Ultra Glass SA (Optional) SBS -TA, APP -TA SBS -TA, APP -TA -322.5 C-105. Concrete FlintPrime (ASTM D41) Black Diamond Base Sheet (Optional) BP -AA, SBS -AA SBS -AA -240.0 CONVENTIONAL SYSTEMS: C-106. Concrete FlintPrime (ASTM D41) BP -AA or SBS -AA (Optional) BP -AA, SBS -AA, SBS -TA or APP -TA SBS -AA, SBS -TA or APP -TA -240.0 C-107. Concrete FlintPrime (ASTM D41) APP -TA (Optional) APP -TA APP -TA -420.0 C-108. Concrete FlintPrime (ASTM D41) SBS -TA (Optional) SBS -TA SBS -TA -542.5 Exterior Research and Design, U.C. d/b/a Trinity) ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-1114 for FL2533-1133 Revision 14: 03/27/2015 Appendix 1, Page 35 of 57 QOTRINITYIERD TABLE 4A: LIGHTWEIGHT CONCRETE DECKS -NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER Deck System Base Insulation Layer Coverboard Roof Cover MDP No. (See Note 1) (psf) Struct. Deck LWC Type Attach Type Attach Base Ply Cap SELF -ADHERING SYSTEMS: LWC-1 Concrete Min. 200 psi, min. 2 -inch Min. 1.5 -inch ACFoam II, A -PD, 6- Min. 0.25 -inch SECUROCK A -PO, 6- SBS -SA (Optional) SBS -SA SBS -SA -172.5 Elastizell FlintBoard, ENRGY 3 or H -Shield inch o.c. Gypsum -Fiber Roof Board inch o.c. Min. 1.5 -inch ACFoam II, Min. 200 psi, min. 2 -inch A -PD, 6- Min. Dens Deck A -PD, 6- LWC-2 Concrete FlintBoard, ENRGY 3 or Multi -Max SBS -SA (Optional) SBS -SA SBS -SA -187.5 Elastizell inch o.c. with primedd with FlintPrime SA inch o.c. FA3 Min. 200 psi, min. 2 -inch Min. 1.5 -inch ACFoam II, Min. 0.25 -inch Dens Deck LWC-3 Concrete OB500 08500 SBS -SA (Optional) SBS -SA SBS -SA 150.0 Elastizell FlintBoard ISO or ENRGY 3 primed with FlintPrime SA Min. 200 psi, min. 2 -inch Min. 1.5 -inch ACFoam II, Min. 0.25 -inch SECUROCK LWC-4 Concrete Elastizell FlintBoard, ENRGY 3 or H -Shield 08500 Gypsum -Fiber Roof Board 08500 SBS -SA (Optional) SBS -SA SBS -SA -172.5 Min. 1.0 -inch ISO 95+ GL, H -Shield, H -Shield CG, ENRGY 3 or JM ISO 3 Min. 200 psi, min. 2 -inch Min. CK LWC-5 Concrete min. 1.3 -inch ACFoam III, Min. 1.5- CR -20 CR-20 SBS -SA (Optional) SBS -SA SBS -SA -172.5 Celcore, Elastizell or Celcore um -Finch Roof Board Gypsum -Fiber Roof Board inch Multi -Max FA3 or Ultra -Max or min. 2.0 -inch ACFoam IV Min. 1.0 -inch ISO 95+GL, H -Shield, H -Shield CG, ENRGY 3 or 1M ISO 3 Min. 200 psi, min. Min. Dens Deck LWC-6 Concrete min. 1.3 -inch ACFoam III, Min. 1.5- CR -20 CR -20 S8S-SA (Optional) SBS -SA SBS -SA -180.0 r Celcore Celcore, Elastizell or Cel primedd with FlintPrime SA with inch Multi -Max FA3 or Ultra -Max or min. 2.0 -inch ACFoam IV CONVENTIONAL SYSTEMS: Min. 1.5 -inch ACFoam II, A -PD Min. 0.5 -inch Structodek A -PD (Optional) BP -AA, LWC-7 Concrete Min. 200 psi, min. 2 -inch FlintBoard ISO, ENRGY 3 or H- 6 -inch High Density Fiberboard or 6 -inch BP -AA or SBS- SBS -AA, SBS -TA or SBS -AA, SBS- 187.5 Elastizell Shield D.C. Min. 0.25 -inch Dens Deck D.C. AA APP -TA TA or APP -TA Min. 1.5 -inch ACFoam II, BP -AA or SBS- (Optional) BP -AA, Min. 200 psi, min. 2 -inch A -PD, 6- Min. A -PD, 6- SBS -AA, A, SBS- LWC-8 Concrete Elastizell FlintBoard ISO, ENRGY 3 or H- inch o.c. um -Finch Roof Board Gypsum -Fiber Roof Board inch o.c. AA SBS -TA or SBS -AA, SBS -TA or TA or APP -TA 217.5 Shield APP -TA APP -TA BP -AA, SBS- (Optional) BP -AA, Min. 200 psi, min. 2 -inch Min. 1.5 -inch ACFoam II or Min. 0.25 -inch Dens Deck SBS -AA, SBS- LWC-9 Concrete OB500 OB500 AA, SBS -TA or SBS -AA, SBS -TA or 150.0 Elastizell FlintBoard ISO. or Dens Deck Prime TA or APP -TA APP -TA APP -TA ' LWC-30 Concrete Min. 200 psi, min. 2 -inch Min. 1.5 -inch ACFoam II or 08500 Min. 0.25 -inch SECUROCK 08500 SBS -TA (Optional) SBS TA SBS TA 180.0 Elastizell FlintBoard ISO. Gypsum -Fiber Roof Board Exterior Research and Design, U.C. d/b/a Trinityl ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-1114 for F1.2533-1113 Revision 14:03/27/2015 Appendix 1, Page 36 of 57 QOTRINITYIERD TABLE 4A: LIGHTWEIGHT CONCRETE DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER Deck System Base Insulation Layer Coverboard Roof Covar MDP No (See Note 1) (psf) Struct. Deck LWC Type Attach Type Attach Base Ply Cap Min. 200 psi, min. 2 -inch Min. 2 -inch ACFoam II, FlintBoard Min. 0.25 -inch SECUROCK BP-AA, SBS- (Optional) BP -AA, SBS -AA, SBS_ LWC-11 Concrete Elastizell ISO, ENRGY 3 or H -Shield 08500 Gypsum -Fiber Roof Board 08500 AA, 585 -TA or SB SBS -AA, SBS -TA or TA or APP -TA -225.0 APP APP -TA Min. 1.0 -inch ISO 95+ GL, H -Shield, Min. 0.5 -inch Structodek H -Shield CG, ENRGY 3 or JM ISO 3 High Density Fiberboard or (Optional) BP -AA, LWC-12 Concrete Min. 200 psi, min. 2 -inch min. 1.3 -inch ACFoam III, Min. 1.5- CR -20 Dura Board (homogeneous) CR -20 BP -AA or 585- SBS -AA, SBS -TA or SBS -AA, SBS- -180.0 Celcore, Elastizell or Celcore inch Multi -Max FA3 or Ultra -Max or min. 1.5 -inch AA APP -TA TA or APP -TA or min. 2.0 -inch ACFoam IV FescoBoard (laminated) Min. 1.0 -inch ISO 95+ GL, H -Shield, Min. 0.25 -inch SECUROCK Min. 200 psi, min. 2 -inch H -Shield CG, ENRGY 3 or 1M ISO 3 Gypsum -Fiber Roof Board BP -AA, SBS- (Optional) BP -AA, SBS -AA, SBS- LWC-13 Concrete Celcore, Elastizell or Celcore min. 1.3 -inch ACFoam III, Min. 1.5- CR -20 or Dens Deck or Dens Deck CR -20 AA, SBS -TA or SBS -AA, SBS -TA or TA or APP -TA -180.0 inch Multi -Max FA3 or Ultra -Max APP -TA APP -TA Prime or min. 2.0 -inch ACFoam IV COLD APPLIED SYSTEMS: Min. 22 ga. Min. 350 psi, min 2 -inch steel at max Range II Elastizell Lightweight 08500, 08500, (Optional) Additional or (Optional) BP-CA3 SP-CLWC-14 5 It spans or Insulating Concrete with Zell Min. 1.5 -inch H -Shield CG 6 -inch 6 -inch layers of base insulation SBS-CA3 SBS -CA BS-CA3 or SBS-CA3 -60.0 structural Fibers. O.C. O.C. concrete Min. 350 psi, min 2 -inch Range II Elastizell Lightweight Min. 22 ga. Insulating Concrete with Zell steel at max Fibers. When walkable, 08500, (Optional) Additional OB500, BP-CA3 or (Optional) BP-CA3 LWC-15 5 ft spans or attach LWC with Flintfast 1114 min. 1.5 -inch H -Shield CG 6 -inch layers of base insulation 6 -inch SBS-CA3 or SBS-CA3 SBS-CA3 -67.5 structural and Flintfast 3" Round Plates O.C. O.C. concrete at 1 per 8 ft2 through to the structural deck. Exterior Research and Design, U.C. d/b/a Trinity) ERD Certificate of Authorization 0503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-1114 for F1.2533-1133 Revision 14:03/27/2015 Appendix 1, Page 37 of 57 QOTRINITYIERD TABLE 48: LIGHTWEIGHT CONCRETE DECKS — NEW CONSTRUCTION or REROOF (Tear -Off) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER System Deck Anchor Sheet Insulation Roof Cover No. (See Note 1) MDP (psf) Type Fasteners Attach Base Top Attach Base Ply Cap 7 -inch o.c. at the 4 -inch (Optional) Minimum 350 psi, minimum 2 -inch ES FM -90 side lap and 7 -inch o.c. Min. 1.5- (Optional) LWC-16 Elastizell cellular LWIC over min. 22 Yosemite Base Ply at two, equally spaced, inch Additional Hot BP-AA3, 18- BP -AA, SBS -AA -37.5' ga. steel or concrete deck. Venting Base Fasteners staggered rows in the ACFoam II layers base asphalt inch grid SBS -AA center of the sheet insulation 7 -inch o.c. at the 4 -inch Minimum 350 psi, minimum 2 -inch p ES FM -90 side la and 7 -inch o.c. p Min. 1.5- (Optional) (Optional) LWC-17 Elastizell cellular LWIC over min. 22 Yosemite Base Ply at two, equally spaced, inch Additional Hot 8P-AA3, 18- BP -AA, SBS -AA -52.5' ga. steel or concrete deck. Venting Base Fasteners staggered rows in the ACFoam IV layers base asphalt inch grid SBS -AA center of the sheet insulation Minimum 350 psi, minimum 2 -inch Approved or existing cellular LWIC 9 -inch o.c. at the 4 -inch Min. 1.5 - over min. 22 ga. steel or concrete (Optional) deck. Note: To quolify the LWIC under Yosemite ES Twin -Loc side lap and 9 -inch o.c. inch Additional Hot BP-AA4, 18- (Optional) LWC 18 this assembly, the subject fastener Venting Base Nails two, equally spaced, ACFoam II layers base asphalt inch o.c. BP -AA, SBS AA 60.0 shall achieve on average withdrawal staggered rows in the staggered ACFoam insulation SBS of 88 1b when tested per TAS 105 or center of the sheet V IV ANSI/SPRI FX -1. Exterior Research and Design, I.I.C. d/b/a Trinity IERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-1114 for F1.2533-1113 Revision 14: 03/27/2015 Appendix 1, Page 38 of 57 QOTFuNITYIERD TABLE 4C: LIGHTWEIGHT CONCRETE DECKS—NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE E: MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER Deck (See Note 1) Base Sheet Roof Cover System' No. Structural MOP (psf) Deck Lightweight Concrete Type Fasteners Attach Ply Cap SELF -ADHERING SYSTEMS: Min. 22 ga. Min. 300 psi, min. 2 -inch Approved cellular 7 -inch o.c. at the min. 2 -inch lap and 7 -inch steel at max lightweight insulating concrete. Note: To qualify Trufast Twin Loc -Nail o.c. in two, equally spaced, staggered center LWC-19 5 ft spans or the LWIC under this assembly, a 1.8 -inch Trufast Flintlastic SA NailBase Assembled Fastener rows; Stress plates shall be primed with SBS -SA SBS -SA -60.0 structural Twin Loc -Nail Assembled Fastener shall achieve an (min. 1.8") FlintPrime (ASTM D41) primer or FlintPrime average withdrawal of 73 lbf when tested per TAS concrete 105 or ANSI/SPRI FX -1 SA Min. 22 ga. Min. 300 psi, min. 2 -inch Approved cellular 9 -inch o.c. at the min. 2 -inch lap and 9 -inch steel at max lightweight insulating concrete. Note: To qualify Trufast Twin Loc -Nail o.c. in two, equally spaced, staggered center LWC-20 5 ft spans or the LWIC under this assembly, a 1.8 -inch Trufast Flintlastic SA NailBase Assembled Fastener rows; Stress plates shall be primed with SBS -SA SBS -SA -60.0 structural Twin Loc -Nail Assembled Fastener shall achieve an (min. 1.8") FlintPrime (ASTM D41) primer or FlintPrime average withdrawal of 93 lbf when tested per TAS concrete 105 or ANSI/SPRI FX -1 SA HYBRID SYSTEMS: Min. 26 ga. Glasbase; Flexiglas Trufast FM -90 Base steel at max Base; Flintlastic Base Sheet Fasteners or 715 -inch o.c. at the 4 -inch lap and 715 -inch SBS -AA, LWC-21 5 ft spans or Min. 200 psi, min 2 -inch Range II Elastizell 20; All Weather / Trufast Twin Loc -Nail o.c. in two, equally spaced, staggered center SBS -SA -H SBS -TA or -30.0 structural Lightweight Insulating Concrete. Empire Base or Poly Assembled Fasteners rows APP -TA concrete SMS Base (1.8 inch) Min. 22 ga. Glasbase; Flexiglas Trufast FM -90 Base steel at max Min. 200 psi, min 2 -inch Range II Elastizell Base; Flintlastic Base Sheet Fasteners or 7 -inch o.c. at the 4 -inch lap and 7 -inch o.c. in SBS -AA, LWC-22 5 ft spans or 20; All Weather / Trufast Twin Loc -Nail SBS -SA -H SBS -TA or -45.0 structural Lightweight Insulating Concrete. Empire Base or Poly Assembled Fasteners two, equally spaced, staggered center rows APP -TA concrete SMS Base (1.8 inch) Min. 300 psi, min. 2 -inch Approved cellular Min. 22 ga. steel at max lightweight insulating concrete. Note: To qualify Glasbase; Flexiglas Trufast Twin Loc -Nail SBS -AA, LWC-23 5 ft spans or the LWIC under this assembly, a 1.8 -inch Trufast Base; Flintlastic Base Assembled Fastener 9 -inch o.c. at the 4 -inch lap and 9 -inch o.c. in 585 -SA -H SBS -TA or -60.0 structural Twin Loc -Nail Assembled Fastener shall achieve an 20; All Weather / (min. 1.8") two, equally spaced, staggered center rows APP -TA average withdrawal of 881bf when tested per TAS Empire Base concrete 105 or ANSI/SPRI FX -1 Min. 350 psi, min. 3 -inch Approved cellular Min. 22 ga. lightweight insulating concrete. Note: To qualify steel at max the LWIC under this assembly, a 1.8 -inch Trufast Flexiglas Base; Trufast FM -90 Base 7 -inch o.c. at the 4 -inch lap and 10 -inch o.c. SBS -AA, LWC-24 5 ft spans or Twin Loc -Nail Assembled Fostenersholl achieve an Flintlastic Base 20 or Sheet Fasteners in two, equally spaced, staggered center SBS -SA -H SBS -TA or -67.5 structural average withdrawal of 97lbf when tested per TAS Poly SMS Base rows APP -TA concrete 105 or ANSI/SPRI FX -1 Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.041114 for F1.2533-1113 Revision 14:03/27/2015 Appendix 1, Page 39 of 57 QOTRINITYIERD TABLE 4C: LIGHTWEIGHT CONCRETE DECKS—NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE E: MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER Deck (See Note 1) Base Sheet Roof Cover System Structural Lightweight Concrete Type Fasteners Attach Ply Cap MDP (psf) Deck Min. 300 psi, min. 2 -inch Approved cellular Min. 22 ga. lightweight insulating concrete. Note: To qualify steel at max the LWIC under this assembly, a 1.8 -inch Trufast Poly SMS Base; Ultra Trufast Twin Loc -Nail 9 -inch o.c. at the 4 -inch lap and 9 -inch o.c. in SBS -AA, LWC-25 5 k spans or Twin Loc -Nail Assembled Fastener shall achieve on Poly SMS Base Assembled Fastener two, equally spaced, staggered center rows SBS -SA -H SBS -TA or -75.0 structural average withdrawal of 110lbf when tested per TAS (min. 1.8") APP -TA concrete 105 orAN51/SPRI FX -1 CONVENTIONAL SYSTEMS: Min. 26 ga. Glasbase; Flexiglas Trufast FM -90 Base steel at max Base; Flintlastic Base Sheet Fasteners or 7% -inch o.c. at the 4 -inch lap and 7% -inch BP -AA, SBS -AA, LWC-26 5 ft spans or Min. 200 psi, min 2 -inch Range II Elastizell 20; All Weather / Trufast Twin Loc -Nail o.c. in two, equally spaced, staggered center SBS -AA, SBS -TA or -30.0 structural Lightweight Insulating Concrete. Empire Base; Poly Assembled Fasteners rows SBS -TA or APP -TA concrete SMS Base; Yosemite (1.8 inch) APP -TA Min. 26 ga. steel at max Min. psi, min 2 -inch Range Trufast Base 734 -inch o.c. at the 4 -inch lap and 754 -inch LWC-27 5 ft spans or .Elastizell Lightweight Insulating Concrete. e Flintlastic APP Base T teners Sheet Fasteners o.c. in two, equally spaced, staggered center APP -TA APP -TA -30.0 structural rows concrete Min. 22 ga. Glasbase; Flexiglas Trufast FM -90 Base steel at max Base; Flintlastic Base Sheet Fasteners or BP -AA, SBS -AA, LWC-28 5 ft spans or Min. 200 psi, min 2 -inch Range II Elastizell 20; All Weather / Trufast Twin Loc -Nail 7 -inch o.c. at the 4 -inch lap and 7 -inch o.c. in SBS -AA, SBS -TA or -45.0 structural Lightweight Insulating Concrete. Empire Base; Poly Assembled Fasteners two equally spaced, staggered center rows SBS -TA or APP -TA concrete SMS Base; Yosemite (1.8 inch) APP TA Min. 22 ga. steel at max Min. 200 psi, min 2 -inch Range II Elastizell Trufast FM -90 Base 7 -inch o.c. at the 4 -inch lap and 7 -inch o.c. in LWC-29 5 ft spans or Lightweight Insulating Concrete. Flintlastic APP Base T Sheet Fasteners two, equally spaced, staggered center rows APP -TA APP -TA -45.0 structural concrete Min. 22 ga. Glasbase; Flexiglas steel at max Base; Flintlastic Base SBS -AA' LWC-30 5 ft spans or Min. 250 psi, min 2 -inch Mearlcrete. 20; All Weather / CMG CR Base Ply 7 -inch oat the 4 -inch lap and 7 -inch oin .c. .c. BP -AA or SBS -TA or -45.0 Fasteners (1.7) two, equally spaced, staggered center rows SBS -AA structural Empire Base; Poly APP -TA concrete SMS Base; Yosemite Exterior Research and Design, LLC. d/b/a Trinity IERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-1114 for FL2533-R13 Revision 14:03/27/2015 Appendix 1, Page 40 of 57 QOTRINITYIERD TABLE 4C: LIGHTWEIGHT CONCRETE DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE E: MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER Deck (See Note 1) Base Sheet Roof Cover " System No. Structural MDP (psf) Lightweight Concrete Type Fasteners Attach Ply Cap Deck Min. 22 ga. Glasbase; Flexiglas steel at max Base; Flintlastic Base Simplex Base -Lok 9 -inch o.c. at the 4 -inch lap and 9 -inch o.c. in BP -AA or SBS -AA, LWC-31 5 It spans or Min. 250 psi, min 2 -inch Mearlcrete. 20; All Weather / SBS -TA or -45.0 structural Empire Base; Poly Fasteners two, equally spaced, staggered center rows SBS -AA APP -TA concrete SMS Base; Yosemite Min. 22 ga. steel at max OMG CR Base Ply 7 -inch o.c. at the 4 -inch lap and 7 -inch o.c. in BP -AA or SBS -AA, LWC-32 5 ft spans or Min. 250 psi, min 2 -inch Mearlcrete. Poly SMS Base SBS -TA or -52.5 Fasteners (1.7) two, equally spaced, staggered center rows SBS -AA structural APP -TA concrete Min. 22 ga. steel at max Simplex Base Lok 9 -inch o.c. at the 4 -inch lap and 12 -inch o.c. -AA or SBS -AA, LWC-33 5 ft spans or Min. 250 psi, min 2 -inch Mearlcrete. Poly SMS Base in two, equally spaced, staggered center SBS -TA or -52.5 Fasteners SBP BS - SBS -AA structural rows APP -TA concrete Min. 22 ga. Glasbase; Flexiglas steel at max Base; Flintlastic Base OMG CR Base Ply 7 -inch o.c. at the 4 -inch lap and 7 -inch o.c. in BP -AA or SBS -AA' LWC-34 5 ft spans or Min. 300 psi, min 2 -inch Mearlcrete. 20; All Weather / Fasteners (1.7) two, equally spaced, staggered center rows SBS AA SBS -TA or -52.5 structural Empire Base; Poly APP -TA concrete SMS Base; Yosemite Min. 22 ga. Glasbase; Flexiglas steel at max Base; Flintlastic Base SBS -AA, LWC-35 5 ft spans or Concrecel Bonding Agent on deck; Min. 300 psi, min 20; All Weather / OMG CR Base Ply 7 -inch o.c. at the 3 -inch lap and 7 -inch o.c. in BP -AA or SBS -TA or -52.5 structural 2Y. -inch Concrecel Concrete. Empire Base; Poly Fasteners (1.7) two, equally spaced, staggered center rows SBS -AA APP -TA concrete SMS Base; Yosemite Min. 22 ga. Min. 300 psi, min. 2 -inch Approved cellular Glasbase; Plexiglas steel at max lightweight insulating concrete. Note: To qualify Base; Flintlastic Base Trufast Twin Loc -Nail BP -AA, SBS -AA, LWC-36 5 ft spans or the LWIC under this assembly, a 1.8 -inch Trufast 20; All Weather/ Assembled Fastener 9 -inch o.c. at the 4 -inch lap and 9 -inch o.c. in SBS -AA, SBS -TA or -60.0 structural Twin Loc -Nail Assembled Fastener shall achieve on Empire Base; (min. 1.8") two, equally spaced, staggered center rows SBS -TA or APP -TA average withdrawal of 88lbf when tested per TAS APP -TA concrete 105 or ANSI/SPRI FX -1 Yosemite Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.041114 for FL2533-R13 Revision 14:03/27/201S Appendix 1, Page 41 of 57 V OTPuNITYIERD TABLE 4C: LIGHTWEIGHT CONCRETE DECKS—NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE E: MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck (See Note 1) Base Sheet Roof Cover Structural Lightweight Concrete Type Fasteners Attach Ply Cap MDP (psf) Deck Min. 22 ga., type B steel Min. 300 psi, min 2 -inch Celcore MF Cellular at max. 5 ft Concrete with Celcore HS Rheology Modifying All Weather/ Empire Trufast FM -90 Base 9 -inch o.c. at 4 -inch laps and 12 -inch o.c. in BP -AA, SBS -AA or LWC-37 spans or Admixture. After setting to support foot traffic, Base; Flintlastic Base Sheet Fasteners two, equally spaced, staggered center rows SBS -AA or SBS -TA -F -60.0 min. 2,500 Celcore PVA Curing Compound is applied. 20; Poly SMS Base SBS -TA -F psi struct. conc. Min. 22 ga. Min. 300 psi, min. 2 -inch Approved cellular Glasbase; Plexiglas steel at max lightweight insulating concrete. Note: To qualify Base; Flintlastic Base Trufast Twin Loc -Nail SBS -AA, LWC-38 S ft spans or the LWIC under this assembly, a 1.8 -inch Trufos[ 20; All Weather / Assembled fastener 7 -inch o.c. at the 4 -inch lap and 7 -inch o.c. in BP -AA or SBS -TA or -67.5 structural Twin Loc -Nail Assembled Fastener shall achieve on Empire Base; (min. 1.8") two, equally spaced, staggered center rows SBS -AA APP -TA overage withdrawal of 77lbf when tested per TAS concrete 105 or ANSI/SPRI FX -1 Yosemite Min. 22 ga. Min. 350 psi, min. 3 -inch Approved cellular steel at max lightweight insulating concrete. Note: To qualify Flexiglas Base; 7 -inch o.c. at the 4 -inch lap and 10 -inch o.c. BP -AA, SBS -AA, ' LWC-39 5 spans or the LWIC under this assembly, a 1.8 -inch Trufast Flintlastic Base 20; Trufast FM -90 Base �^ two, equally spaced, staggered center SBS -AA, SBS -TA or 67.5 Twin Loc -Nail Assembled Fastener shall achieve on Poly SMS Base; Sheet Fasteners SBS -TA or structural overage withdrawal of 97lbf when tested per TAS Yosemite rows APP -TA APP -TA concrete 105 orAN51/SPRI FX -1 Min. 22 ga. Min. 300 psi, min. 2 -inch Approved cellular steel at max lightweight insulating concrete. Note: To qualify Trufast Twin Loc -Nail BP -AA SBS -AA, LWC-40 5 ft spans or the LWIC under this assembly, a 1.8 -inch Trufast Poly SMS Base; Ultra Assembled Fastener 9 -inch o.c. at the 4 -inch lap and 9 -inch o.c. in SBS -AA, SBS -TA or -75.0 structural Twin Loc -Nail Assembled Fastenershall achieve on Poly SMS Base 1 (min. .8") two, equally spaced, staggered center rows SBS -TA or APP -TA average withdrawal of 11016f when tested per TAS APP -TA concrete 105 orAN51/SPRI FX -1 Min. 22 ga. Glasbase; Flexiglas steel at max Min. 300 psi, min 2 -inch Celcore Cellular Concrete. Base; Flintlastic Base Trufast FM -90 Base 7 -inch o.c. at the 3 -inch lap and 7 -inch o.c. in BP -AA or SBS -AA, LWC-41 5 It spans or After setting to support foot traffic, Celcore PVA 20; All Weather / Sheet Fasteners two, equally spaced, staggered center rows SBS -AA SBS -TA or -75.0 structural Curing Compound is applied. Empire Base; Poly APP -TA concrete SMS Base; Yosemite COLD APPLIED SYSTEMS: Min. 22 ga. LWC-42 steel at max 5 ft spans or Min. 350 psi, min 2 -inch Range II Elastizell Flintlastic Base 20; Trufast FM -90 Base 7 -inch o.c. at the 4 -inch lap and 7 -inch o.c. in (Optional) BP-CA2 or SBS-CA2 -45.0 Lightweight Insulating Concrete with Zell Fibers. Poly SMS Base Sheet Fasteners two, equally spaced, staggered center rows structural SBS-CA2 concrete Exterior Research and Design, U.C. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-1114 for F1.2533-1113 Revision 14:03/27/2015 Appendix 1, Page 42 of 57 QOTRINITYJERD TABLE 4C: LIGHTWEIGHT CONCRETE DECKS—NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE E: MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER Deck (See Note 1) Base Sheet Roof Cover System No. Structural MDP (psf) Lightweight Concrete Type Fasteners Attach Ply Cap Deck Min. 22 ga. Min. 350 psi, min 2 -inch Range II Elastizell Glasbase; Plexiglas Trufast FM -90 Base 7 -inch o.c. at the 4 -inch lap and 7 -inch o.c. in (Optional) LWC-43 steel at max Lightweight Insulating Concrete with Zell Fibers. Base; Poly SMS Base Sheet Fasteners two, equally spaced, staggered center rows BP-CA3 or SBS-CA3 -52.5 S k spans SBS-CA3 Structural Min. 350 psi, min 2 -inch Range II Elastizell Glasbase; Flexiglas Trufast FM -90 Base 7 -inch o.c. at the 4 -inch lap and 7 -inch o.c. in (Optional) LWC-44 concrete Lightweight Insulating Concrete with Zell Fibers. Base; Poly SMS Base Sheet Fasteners two, equally spaced, staggered center rows BP-CA3 or SBS-CA3 -60.0 SBS-CA3 Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-1114 for FL2533-R13 Revision 14:03/27/201S Appendix 1, Page 43 of S7 QOTRINITYIERD TABLE SA: CEMENTITIOUS WOOD FIBER DECKS - NEW CONSTRUCTION oR REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Deck Base Insulation layer Top Insulation Layer Roof Cover No. (Note 1) MDP (psf) Type Attach Type Attach Base Ply Cap $EIMA DHERION SYSTEMS: Min. 1.5 -inch FlintBoard ISO, ACFoam II, ENRGY 3 or Multi- Min. 0.25 -inch Dens Deck primed with CWF -1. Tectum 08500 FlintPrime SA; or SECUROCK Gypsum -Fiber 08500 SBS -SA (Optional) SBS -SA SBS -SA -45.0' Max FA3 Roof Board Min. 1.0 -inch ISO 95+ GL, H -Shield, H -Shield CG, ENRGY 3 Min. 0.25 -inch Dens Deck primed with CWF -2. Tectum or JM ISO 3 min. 1.3 -inch ACFoam III, Min. 1.5 -inch Multi- CR -20 FlintPrime SA; or SECUROCK Gypsum -Fiber CR -20 SBS -SA (Optional) SBS -SA SBS -SA -52.5 Max FA3 or Ultra -Max or min. 2.0 -inch ACFoam IV Roof Board rC"0j_!!"rf"n_0"p LSYSTEMS: Min. 1.5 -inch FlintBoard ISO, ACFoam II, ENRGY 3 or Multi- Min. 0.5 -inch Structodek High Density BP -AA or (Optional) BP -AA, SBS -AA, CWF -3. Tectum 08500 08500 SBS -AA, SBS -TA or SBS -TA or -45.0' Max FA3 Fiberboard SBS AA APP -TA APP -TA Min. 0.25 -inch SECUROCK Gypsum -Fiber BP -AA, SBS- (Optional) BP -AA, SBS -AA, Min. 1.5 -inch FlintBoard ISO, ACFoam II, ENRGY 3 or Multi- CWF -4. Tectum 08500 Roof Board or Dens Deck or Dens Deck 08500 AA, SBS -TA SBS -AA, SBS -TA or SBS -TA or -45.0` Max FA3 Prime or APP -TA APP -TA APP -TA Min. 1.0 -inch ISO 95+ GL, H -Shield, H -Shield CG, ENRGY 3 Min. 0.5 -inch Structodek High Density (Optional) SP -AA, SBS -AA, CWF -5. Tectum or JM ISO 3 min. 1.3 -inch ACFoam III, Min. 1.5 -inch Multi- CR -20 Fiberboard or DuraBoard (homogeneous) CR -20 BP AA or SBS -AA, SBS -TA or SBS -TA or -52.5 Max FA3 or Ultra -Max or min. 2.0 -inch ACFoam IV or min. 1.5 -inch FescoBoard (laminated) SBS APP -TA APP -TA Min. 1.0 -inch ISO 95+ GL, H -Shield, H -Shield CG, ENRGY 3 Min. 0.25 -inch SECUROCK Gypsum -Fiber SP -AA, SBS- (Optional) BP -AA, SBS -AA, CWF -6. Tectum or JM ISO 3 min. 1.3 -inch ACFoam III, Min. 1.5 -inch Multi- CR -20 Roof Board or Dens Deck or Dens Deck CR -20 AA, SBS -TA SBS -AA, SBS -TA or SBS -TA or -52.5 Max FA3 or Ultra -Max or min. 2.0 -inch ACFoam IV Prime I or APP -TA APP -TA APP -TA Exterior Research and Design, LLC. d/b/a Trinity IERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-1114 for FL2533-R13 Revision 14:03/27/2015 Appendix 1, Page 44 of 57 QOTRINITYIERD TABLE 58: CEMENTITIOUS WOOF FIBER DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover Top Insulation Layer Roof Cover MDP (psf) Type Fasteners Attach Type Attach Type Attach Base ply Cap No. (Note 1) Type HYBRID SYSTEMS: Attach Base Ply Trufast Twin 7 -inch o.c. at the 4- Min. 1.5 -inch (Optional) One or more(Optional) Min. 0.5 -inch FM Approved OMG Polymer GypTec with 3" ft z BP -AA or SBS - Glasbase; Flexi las g Loc -Nail inch lap and 7 -inch ACFoam II, Tectum layers, any combination, high density wood fiberboard GypTec Plate (Optional) SBS -AA, SBS -AA, SBS -TA or CWF -7. Tectum Base; Flintlastic Base Assembled o.c. in two, equally FlintBoard ISO, HA None N/A SBS -SA- SBS -AA, SBS -TA or .60.0 (Optional) One or more 20; All Weather / Fastener spaced, staggered ENRGY 3 or Multi- (Optional) BP -AA, SBS -AA, H SBS -TA or APP -TA Min. 0.25 -inch Dens Deck or OMG Polymer GypTec with 3"z 1 per 1.78 ft Empire Base; Yosemite (min. 1.8") center rows Max FA3 Dens Deck Prime APP -TA CONVENTIONAL SYSTEMS: Trufast Twin 7 -inch o.c. at the 4- Min. 1.5 -inch Min. 0.75 -inch APP -TA APP -TA APP -TA Glasbase; Flexiglas Loc -Nail inch lap and 7 -inch ACFoam II, FescoBoard BP -AA (Optional) SBS -AA, Min. 0.5 -inch FM Approved CWF -8. Tectum Base; Flintlastic Base Assembled o.c. in two, equally FlintBoard ISO, HA (homogeneous) or min. HA or SBS- BP -AA or SBS -TA or -60.0 SBS -AA, SBS -TA or SBS -TA or 20; All Weather / loose laid into deck) APP -TA APP -TA Fastener spaced, staggered ENRGY 3 or Multi- 0.5 -inch Structodek AA SBS -AA APP -TA (Optional) One or more Dens Deck Prime or Assembled Fasteners Empire Base; Yosemite (min. 1.8") center rows Max FA3 High Density Fiberboard Tectum layers, any combination, SECUROCK Gypsum -Fiber (minimum 1 -inch embedment 1 per 2 kz TABLE SC: CEMENTITIOUS WOOD FIBER DECKS—NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Deck Top Insulation Layer Roof Cover Base Insulation Layer(s) MDP (psf) Type Fasteners Attach Base Ply Cap No. (See Note 1) (Optional) One or more(Optional) Min. 0.5 -inch FM Approved OMG Polymer GypTec with 3" ft z BP -AA or SBS - BP -AA, SBS -AA, CWF -9. Tectum layers, any combination, high density wood fiberboard GypTec Plate 1 per 2 SBS -AA, SBS -TA or SBS -TA or -45.0 loose laid APP -TA APP -TA (Optional) One or more BP -AA, SBS- (Optional) BP -AA, SBS -AA, CWF -10. Tectum layers, any combination, Min. 0.25 -inch Dens Deck or OMG Polymer GypTec with 3"z 1 per 1.78 ft AA, SBS -TA or SBS -AA, SBS -TA or SBS -TA or -45.00 Dens Deck Prime GypTec Plate loose laid APP -TA APP -TA APP -TA Trufast Twin Loc -Nail (Optional) One or more Min. 0.5 -inch FM Approved Assembled Fasteners 2 BP -AA or SBS (Optional) BP -AA, SBS -AA, CWF -11. Tectum layers, any combination, high density wood fiberboard (minimum 1 -inch embedment 1 per 2 ft AA SBS -AA, SBS -TA or SBS -TA or -45.0 loose laid into deck) APP -TA APP -TA Min. 0.25 -inch Dens Deck or Trufast Twin Loc -Nail (Optional) One or more Dens Deck Prime or Assembled Fasteners BP -AA, SBS- (Optional) BP -AA, SBS -AA, CWF -12. Tectum layers, any combination, SECUROCK Gypsum -Fiber (minimum 1 -inch embedment 1 per 2 kz AA, SBS -TA or SBS -AA, SBS -TA or SBS -TA or -45.0' loose laid Roof Board into deck) APP -TA APP -TA APP -TA Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.041114 for FL2533-R13 Revision 14: 03/27/2015 Appendix 1, Page 45 of 57 Q0TP'uN1TYjERD TABLE SD: CEMENTITOUS WOOD FIBER DECKS —NEW CONSTRUCTION oR REROOF (TEAR -OFF) SYSTEM TYPE E: MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Base Sheet Roof Cover MDP (psf) No. (See Note 1) Base Fasteners Attach Ply Cap SELF -ADHERING SWM Trufast Twin Loc -Nail CWF -13. Tectum Flintlastic SA NailBase Assembled Fastener (min, 7 -inch o.c. at the 4 -inch lap and 7 -inch o.c. in two, SBS -SA SBS -SA E60-0 1.8") equally spaced, staggered center rows CONVENTIONAL SYSTEMS: CWF -14. Tectum All Weather /Empire Base; Yosemite Trufast Insuldeck Loc -Nail Base 9 -inch o.c. at the 4 -inch lap and 12 -inch o.c. in two, BP -AA or SBS -AA SBS -AA 30.0 0 Sheet Fastener equally spaced, staggered center rows CWF -15. Tectum All Weather / Empire Base; Yosemite Trufast Insuldeck Loc -Nail Base 7Y4 -inch o.c. at the 4 -inch lap and 7% -inch o.c. in BP -AA or SBS -AA SBS -AA -45.0' Sheet Fastener two, equally spaced, staggered center rows Glasbase; Plexiglas Base; All Weather / 9 -inch o.c. at the 4 -inch lap and 12 -inch o.c. in two, SBS -AA, SBS -TA or SBS -AA, CWF -16. Tectum Simplex Turbo Tube -Lok SBS -TA or -45:0' Empire Base; Yosemite equally spaced, staggered center rows APP -TA APP -TA Glasbase; Flexiglas Base; Flintlastic Base Trufast Twin Loc -Nail 7 -inch o.c. at the 4 -inch lap and 7 -inch o.c. in two, SBS -AA, CWF -17. Tectum 20 or All Weather / Empire Base; Yosemite Assembled Fastener (min. equally spaced, staggered center rows BP -AA or SBS -AA SBS -TA or -67.5 1.8") APP -TA Exterior Research and Design, I.I.C. d/b/a Trinity[ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.041114 for F1.2533-1133 Revision 14:03/27/2015 Appendix 1, Page 46 of 57 QOTRINITYIERD TABLE 6A: GYPSUM DECKS- REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Base Insulation Layer Top Insulation layer Roof Cover Deck MDP (psf) Type Attach Type Attach Base Ply Cap No. SELF -ADHERING SYSTEMS: Existing sound Min. 1.5 -inch ACFoam II, Flint8oard, ENRGY 3 or H- Min. 0.25 -inch SECUROCK G-1. gypsum or Shield M-OSFA Gypsum -Fiber Roof Board M-OSFA SBS -SA (Optional) SBS -SA SBS -SA -172.5 gypsum plank Existing sound Min. 1.5 -inch ACFoam II, FlintBoard, ENRGY 3 or Min. 0.25 -inch Dens Deck primed G-2. gypsum or Multi -Max FA M-OSFA with FlintPrime SA M-OSFA SBS -SA (Optional) SBS -SA SBS -SA -192.5 gypsum plank Existing sound Min. 0.25 -inch Dens Deck primed G-3. gypsum or Min. 1.5 -inch ACFoam II, FlintBoard ISO or ENRGY 3 08500 with FlintPrime SA or SECUROCK 08500 SBS -SA (Optional) SBS -SA SBS -SA -135.0 gypsum plank Gypsum -Fiber Roof Board Min. 1.0 -inch ISO 95+ GL, H -Shield, H -Shield CG, Existing sound ENRGY 3 or JM ISO 3 min. 1.3 -inch ACFoam III, Min. Min. 0.25 -inch SECUROCK G 4. gypsum or 1.5 -inch Multi -Max FA3 or Ultra -Max or min. 2.0- CR -20 Gypsum -Fiber Roof Board CR -20 SBS -SA (Optional) SBS SA SBS SA 172.5 plank gypsum plank inch ACFoam IV Min. 1.0 -inch ISO 95+ GL, H -Shield, H -Shield CG, Existing sound ENRGY 3 or 1M ISO 3 min. 1.3 -inch ACFoam III, Min. Min. 0.25 -inch Dens Deck primed G 5. gypsum 1.5 -inch Multi -Max FA3 or Ultra -Max or min. 2.0- CR -20 with FlintPrime SA CR -20 SBS -SA (Optional) SBS -SA SBS -SA 192.5 por lank gypsum plank inch ACFoam IV CONVENTIONAL SYSTEMS: Existing sound Min. 1.5 -inch ACFoam II, FlintBoard ISO, ENRGY 3 or Min. 0.5 -inch Structodek High BP -AA or SBS- (Optional) BP -AA, SBS -AA, G-6. gypsum or H -Shield M-OSFA Density Fiberboard M-OSFA AA SBS -AA, SBS -TA or SBS -TA or -127.5 gypsum plank APP -TA APP -TA Existing sound (Optional) BP -AA, SBS -AA, G-7. gypsum or Min. 1.5 -inch ACFoam II, FlintBoard ISO, ENRGY 3 or M-OSFA Min. 0.25 -inch Dens Deck M-OSFA BP -AA or SBS- SBS -AA, SBS -TA or SBS -TA or -232.5 H -Shield AA gypsum plank APP -TA APP -TA Existing sound BP -AA or SBS- (Optional) 8P -AA, SBS -AA, G-8. gypsum or Min. 2 -inch ACFoam II, FlintBoard ISO, ENRGY 3 or M-OSFA Min. 0.25 -inch SECUROCK M-OSFA AA, S8S-TA or SBS -AA, SBS -TA or SBS -TA or -202.5 H -Shield Gypsum -Fiber Roof Board gypsum plank APP -TA APP -TA APP -TA Existing sound Min. 1.5 -inch ACFoam II, FlintBoard ISO, ENRGY 3 or Min. 0.5 -inch Structodek High BP -AA or SBS- (Optional) BP -AA, SBS -AA, G-9. gypsum or H -Shield OB500 Density Fiberboard 08500 AA SBS -AA, SBS -TA or SBS -TA or -120.0 gypsum plank I I APP -TA APP -TA Existing sound Min. 0.25 -inch Dens Deck, Dens BP -AA, SBS- (Optional) BP -AA, SBS -AA, G-10. gypsum or Min. 1.5 -inch ACFoam II, FlintBoard ISO, ENRGY 3 or 08500 Deck Prime or SECUROCK OBS00 AA, SBS -TA or SBS -AA, SBS -TA or SBS -TA or -135.0 gypsum plank H -Shield Gypsum -Fiber Roof Board APP -TA APP -TA APP -TA Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.041114 for FL2533-1113 Revision 14:03/27/2015 Appendix 1, Page 47 of 57 QOTRINITYIERD TABLE 6A: GYPSUM DECKS - REROOF (TEAR -OFF) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Base Insulation Layer Top Insulation Layer Roof Cover Deck MOP (psf) Type Attach Type Attach Base Ply Cap No. Min. 1.0 -inch ISO 95+ GL, H -Shield, H -Shield CG, Existing sound ENRGY 3 or JM ISO 3 min. 1.3 -inch ACFoam III, Min. Min. 0.25 -inch Dens Deck or Dens G-11. gypsum 1.5 -inch Multi -Max FA3 or Ultra -Max or min. 2.0- CR -20 Deck Prime CR -20 SBS TA (Optional) SBS -TA SBS TA 180.0 por lank gypsum plank inch ACFoam IV Existing sound Min. 1.0 -inch ISO 95+ GL, H -Shield, H -Shield CG, Min. 0.5 -inch Structodek High (Optional) BP -AA, SBS -AA, 3 or JM ISO 3 min. 1.3 -inch ACFoam III, Min. Density Fiberboard or Dura Board BP -AA or SBS G-12.ENRGY gypsum or 1.5 -inch Multi -Max FA3 or Ultra -Max or min. 2.0- CR -20 (homogeneous) or min. 1.5 -inch CR -20 AA SBS -AA, SBS -TA or SBS -TA or -180.0 gypsum plank inch ACFoam IV FescoBoard (laminated) APP -TA APP -TA Existing sound Min. 1.0 -inch ISO 95+ GL, H -Shield, H -Shield CG, (Optional) BP -AA, 585 -AA, G-13.ENRGY gypsum or 3 or JM ISO 3 min. 1.3 -inch ACFoam III, Min. CR -20 Min. 0.25 -inch SECUROCK CR -20 BP -AA or SBS - SBS -AA, SBS -TA or SBS -TA or -225.0 1.5 -inch Multi -Max FA3 or Ultra -Max or min. 2.0- Gypsum -Fiber Roof Board AA gypsum plank inch ACFoam IV APP -TA APP -TA Min. 1.0 -inch ISO 95+ GL, H -Shield, H -Shield CG, Existing sound 3 or JM ISO 3 min. 1.3 -inch ACFoam III, Min. Min. 0.25 -inch SECUROCK SBS -TA or (Optional) SBS -TA SBS -TA or G-14.ENRGY gypsum or 1.5 -inch Multi -Max FA3 or Ultra -Max or min. 2.0- CR -20 Gypsum -Fiber Roof Board CR -20 APP -TA or APP -TA APP -TA -232.5 gypsum plank inch ACFoam IV Min. 1.0 -inch ISO 95+ GL, H -Shield, H -Shield CG, Existing sound (Optional) BP -AA, SBS -AA, G-15.ENRGY gypsum or 3 or JM ISO 3 min. 1.3 -inch ACFoam III, Min. CR -20 Min. 0. 25 -inch Dens Deck CR -20 BP -AA or SBS- SBS -AA, SBS -TA or SBS -TA or -240.0 1.5 -inch Multi -Max FA3 or Ultra -Max or min. 2.0- AA gypsum plank inch ACFoam IV APP -TA APP -TA Exterior Research and Design, U.C. d/b/a Trinity) ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-1114 for FL2533-1113 Revision 14:03/27/2015 Appendix 1, Page 48 of 57 V OTP.,INITYIERD TABLE 65: GYPSUM DECKS —REROOF(TEAR-OFF) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover MDP No. (See Note 1) Type Fasteners Attach Type Attach Type Attach Base Ply Cap (Psf) HYBRID SYSTEMS: MOP (psf) Type Glasbase; Flexiglas Trufast Twin 7 -inch o.c. at the 4- Min. 1.5 -inch Cap No. (See Note 1) Existing sound (Optional) One or more Existing sound Base; Flintlastic Loc -Nail inch lap and 7 -inch ACFoam II, SBS -AA, G-19. gypsum or (Optional) SBS -AA, GypTec Plate G-16. gypsum or Base 20; All Assembled o.c. in two, equally FlintBoard ISO, HA None N/A SBS -SA- SBS -AA, SBS -TA or -60.0 APP -TA gypsum plank Weather / Empire Fastener spaced, staggered ENRGY 3 or Multi- OMG Polymer GypTec with 3" ft = BP -AA, SBS- H SBS -TA or APP -TA G-20. gypsum or layers, any combination, Base; Yosemite (min. 1.8") center rows Max FA3 SBS -AA, SBS -TA or SBS -TA or -45.0' APP -TA loose laid CONVENTIONAL SYSTEMS: APP -TA APP -TA Trufast FM -75 9 -Inch o.c. at the 4- (Optional) Min. 1.5- Existing sound Min. 0.75 -inch Min. 0.5 -inch FM Approved Trufast Twin Loc -Nail Assembled (Optional) BP -AA, SBS -AA, Existing sound All Weather / gypsum or inch lap and 18 -inch inch ACFoam II, Fasteners (minimum 1 -inch FescoBoard BP -AA or SBS - SBS -AA, SBS -TA or (Optional) SBS -AA, G-17. gypsum or Empire Base; or FM -90 o.c. in two, equally FlintBoard ISO, HA (homogeneous) or min. HA BP -AA or BP -AA or SBS -TA or -45.0' Trufast Twin Loc -Nail Assembled gypsum plank Yosemite Base Sheet spaced, staggered ENRGY 3 or Multi- G-22 0.5 -inch Structodek layers, any combination, SBS AA SBS -AA APP -TA SBS TA or SBS AA, 585 -TA or SBS -TA or 45.0' Fastener center rows Max FA3 Roof B Roof Boa Board High Density Fiberboard APP -TA APP -TA APP -TA Glasbase; Flexiglas Trufast Twin 7 -inch o.c. at the 4- Min. 1.5 -inch Min. 0.75 -inch Existing sound Base; Flintlastic Loc -Nail inch lap and 7 -inch ACFoam II, FescoBoard (Optional) SBS -AA, G -18. gypsum or Base 20; All Assembled o.c. in two, equally FlintBoard ISO, HA (homogeneous) or min. HA -AA or BP -AA or SBS -TA or -60.0 gypsum plank Weather / Empire Fastener spaced, staggered ENRGY 3 or Multi- 0.5 -inch Structodek SBP 585 AA BS- SBS -AA APP -TA Base; Yosemite (min. 1.8") center rows Max FA3 High Density Fiberboard TABLE 6C: GYPSUM DECKS—REROOF (TEAR -OFF) SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Deck Top Insulation Layer Roof Cover Base Insulation Layer(s) MOP (psf) Type Fasteners Attach Base Ply Cap No. (See Note 1) Existing sound (Optional) One or more Min. 0.5 -inch FM Approved OMG Polymer GypTec with 3"= BP -AA or SBS- (Optional) BP -AA, SBS -AA, G-19. gypsum or layers, any combination, high density wood GypTec Plate 1 per 2 k AA SBS -AA, SBS -TA or SBS -TA or -45.0' gypsum plank loose laid fiberboard APP -TA APP -TA Existing sound (Optional) One or more Min. 0.25 -inch Dens Deck or OMG Polymer GypTec with 3" ft = BP -AA, SBS- (Optional) BP -AA, SBS -AA, G-20. gypsum or layers, any combination, Dens Deck Prime GypTec Plate 1 per 1.78 AA, SBS -TA or SBS -AA, SBS -TA or SBS -TA or -45.0' gypsum plank loose laid APP -TA APP -TA APP -TA Existing sound (Optional) One or more Min. 0.5 -inch FM Approved Trufast Twin Loc -Nail Assembled (Optional) BP -AA, SBS -AA, G-21. gypsum or layers, any combination, high density wood Fasteners (minimum 1 -inch : 1 per 2 ft BP -AA or SBS - SBS -AA, SBS -TA or SBS -TA or -45.0' gypsum plank loose laid fiberboard embedment into deck) AA APP -TA APP -TA Existing sound (Optional) One or more Min. 0.25 -inch Dens Deck or Trufast Twin Loc -Nail Assembled BP -AA, SBS- (Optional) BP -AA, SBS -AA, G-22 gypsum or layers, any combination, Dens Deck Prime or KGypsum-Fiber SECgypsum Fa steners (minimum 1 -inch 1 per 2 WAA, SBS TA or SBS AA, 585 -TA or SBS -TA or 45.0' plank loose laid Roof B Roof Boa Board embedment into deck) APP -TA APP -TA APP -TA Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Evaluation Report 3520.03.04-R14 for FL2533-R13 Certificate of Authorization #9503 Revision 14: 03/27/2015 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 49 of 57 Q0TwN1TYjERD Exterior Research and Design, LLC. d/b/a Trinity IERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-1114 for FL2533-1133 Revision 14:03/27/2015 Appendix 1, Page 50 of 57 TABLE 6D: GYPSUM DECKS—REROOF (TEAR -OFF) SYSTEM TYPE E: MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Base Sheet Roof Cover MDP No. (See Note 1) Base Fasteners Attach Ply Cap (ps" SELF -ADHERING SYSTEMS: Existing sound gypsum Trufast Twin Loc -Nail o.c. at the 4 -inch lap and 9 -inch o.c. in two, equally G-23. or gypsum plank Flintlastic SA NailBase Assembled Fastener spaced, staggered center rows space SBS -SA SBS -SA -60.0 (min 18") CONVENTIONAL SYSTEMS: G-24. Existing sound gypsum All Weather / Empire Base; Trufast FM -75 or FM -90 9 -inch o.c. at the 4 -inch lap and 18 -inch o.c. in two, equally BP -AA or SBS -AA SBS -AA -45.0 or gypsum plank Yosemite Base Sheet Fastener spaced, staggered center rows G -25. Existing sound gypsum Glasbase; Flexiglas Base; All Simplex Turbo Tube -Lok 9 -inch o.c. at the 4 -inch lap and 12 -inch o.c. in two, equally SBS -AA, SBS -TA or SBS -AA, SBS - -45.0 or gypsum plank Weather / Empire Base; Yosemite spaced, staggered center rows APP -TA TA or APP -TA Existing sound gypsum Glasbase; Flexiglas Base; Flintlastic Trufast Twin Loc -Nail 9 -inch o.c. at the 4 -inch lap and 9 -inch o.c. in two, equally SBS -AA, SBS - G -26. or gypsum plank Base 20; All Weather/ Empire Assembled Fastener spaced, staggered center rows BP -AA or SBS -AA TA or APP -TA -67.5 Base; Yosemite (min. 1.8") Exterior Research and Design, LLC. d/b/a Trinity IERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-1114 for FL2533-1133 Revision 14:03/27/2015 Appendix 1, Page 50 of 57 QOTRINITYIERD TABLE 7A: RECOVER APPLICATIONS SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Base Insulation Layer Top Insulation layer Roof Cover - MDP Substrate (See Notes 1 & 11) Type Attach Type Attach Base Ply Cap No. (Psf) SELF -ADHERING SYSTEMS: Min. 0.25 -inch Dens Deck primed with R-1 Existing fully bonded OUR or FlintPrime SA; or SECUROCK Gypsum- HA None N/A SBS -SA (Optional) SBS -SA SBS -SA -105.0 modified bitumen roof cover Fiber Roof Board. Min. 0.25 -inch Dens Deck primed R-2 Existing fully bonded BUR or Min. 1.5 -inch ACFoam II, FlintBoard ISO, HA with FlintPrime SA; or SECUROCK HA SBS -SA (Optional) SBS -SA SBS -SA -105.0 modified bitumen roof cover ENRGY 3, H -Shield or Multi -Max FA3 Gypsum -Fiber Roof Board. Existing fully bonded, smooth Min. 0.25 -inch Dens Deck primed with R-3 surface BUR or modified FlintPrime SA or SECUROCK Gypsum- A -PD, 6- None N/A SBS -SA (Optional) SBS -SA SBS -SA -105.0 bitumen Fiber Roof Board inch o.c. R-4 Existing fully bonded, mineral Min. 0.25 -inch SECUROCK Gypsum -Fiber A -PD, 6- None N/A SBS -SA (Optional) SBS -SA SBS -SA -172.5 surface modified bitumen Roof Board inch o.c. R-5 Existing fully bonded, mineral Min. 0.25 -inch Dens Deck primed with A -PD, 6- None N/A SBS -SA (Optional) SBS -SA SBS -SA -180.0 surface modified bitumen FlintPrime SA inch o.c. Existing fully bonded, smooth Min. 0.25 -inch Dens Deck primed R-6 surface BUR or modified Min. 1.5 -inch ACFoam II, FlintBoard, A -PD, 6- with FlintPrime SA or SECUROCK A -PD 6- SBS -SA (Optional) SBS -SA SBS -SA -52.5 bitumen ENRGY 3 or Multi -Max FA3 inch o.c. Gypsum -Fiber Roof Board inch o.c. Existing fully bonded, mineral Min. 0.25 -inch Dens Deck primed R-7 surface BUR or modified Min. 1.5 -inch ACFoam II, FlintBoard, A -PD, 6- with FlintPrime SA or SECUROCK A -PD, 6- SBS -SA (Optional) SBS -SA SBS -SA -172.5 bitumen ENRGY 3 or Multi -Max FA3 inch o.c. Gypsum -Fiber Roof Board inch o.c. Min. 0.25 -inch Dens Deck primed R-8 Existing fully bonded BUR or Min. 1.5 -inch ACFoam II, FlintBoard, M-OSFA with FlintPrime SA or SECUROCK M-OSFA SBS -SA (Optional) SBS -SA SBS -SA -157.5 modified bitumen roof cover ENRGY 3 or H -Shield Gypsum -Fiber Roof Board Existing fully bonded, Min. 0.25 -inch SECUROCK Gypsum -Fiber R-9 smooth- or granule -surface M-PG1 None N/A SBS -SA (Optional) SBS -SA SBS -SA -172.5 Roof Board BUR or modified bitumen Existing fully bonded, Min. 0.25 -inch Dens Deck primed with R-10 smooth- or granule -surface M -PGS None N/A SBS -SA (Optional) SBS -SA SBS -SA -180.0 FlintPrime SA BUR or modified bitumen R -11 Existing fully bonded BUR or Min. 1.5 -inch ACFoam II, FlintBoard, M -PGS Min. 0.25 -inch SECUROCK Gypsum - M -PGI SBS -SA (Optional) 585 -SA SBS -SA 172.5 modified bitumen roof cover ENRGY 3 or H -Shield Fiber Roof Board R-12 Existing fully bonded BUR or Min. 1.5 -inch ACFoam Il, FlintSoard, M -PGI Min. 0.25 -inch Dens Deck primed M-PGl SBS -SA (Optional) SBS -SA SBS -SA 180.0 modified bitumen roof cover ENRGY 3 or Multi -Max FA with FlintPrime SA Exterior Research and Design, U.C. d/b/a Trinity) ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-1114 for FL2533-1113 Revision 14:03/27/2015 Appendix 1, Page 51 of 57 Q0TPuN1TYjERD TABLE 7A: RECOVER APPLICATIONS SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Base Insulation Layer Top Insulation Layer Roof Cover MDP Substrate (See Notes 1 & 11) Type Attach Type Attach Base Ply Cap No. (Psf) Existing fully bonded, Min. 0.25 -inch Dens Deck primed with R-13 smooth- or granule -surface FlintPrime SA or SECUROCK Gypsum- 08500 None N/A SBS -SA (Optional) SBS -SA SBS -SA -120.0 BUR or modified bitumen Fiber Roof Board Existing fully bonded BUR or Min. 1.5 -inch ACFoam II, FlintBoard ISO Min. 0.25 -inch Dens Deck primed R-14 08500 with FlintPrime SA or SECUROCK 08500 5BS-SA (Optional) SBS -SA SBS -SA -120.0 modified bitumen roof cover or ENRGY 3 Gypsum -Fiber Roof Board Existing fully bonded, Min. 0.25 -inch SECUROCK Gypsum -Fiber 3M CR- R -15 smooth- or granule -surface None N/A SBS -SA (Optional) SBS -SA SBS -SA -172.5 Roof Board 20 BUR or modified bitumen Existing fully bonded, Min. 0.25 -inch Dens Deck primed with 3M CR- R -16 smooth- or granule -surface None N/A SBS -SA (Optional) SBS -SA SBS -SA -192.5 FlintPrime SA 20 BUR or modified bitumen Min. 1.0 -inch ISO 95+ GL, H -Shield, H- Existingfully bonded BUR or Shield CG, ENRGY 3 or JM ISO 3 min. 1.3 -Min. 0.25 -inch SECUROCK Gypsum - R -17 modified bitumen roof cover inch ACFoam III, Min. 1.5 -inch Multi -Max CR -20 Fiber Roof Board CR -20 SBS -SA (Optional) SBS -SA SBS -SA 472.5 FA3 or Ultra -Max or min. 2.0 -inch ACFoam IV Min. 1.0 -inch ISO 95+ GL, H -Shield, H - Existing fully bonded BUR or Shield CG, ENRGY 3 or 1M ISO 3 min. 1.3- Min. 0.25 -inch Dens Deck primed R-18 modified bitumen roof cover inch ACFoam III, Min. 1.5 -inch Multi -Max CR -20 with FlintPrime SA CR -20 SBS -SA (Optional) SBS -SA SBS -SA -192.5 FA3 or Ultra -Max or min. 2.0 -inch ACFoam IV HYBRID SYSTEMS' R-19 Existing fully bonded BUR or Min. 0.25 -inch SECUROCK Gypsum -Fiber HA None N/A SBS -SA -H (Optional) SBS -AA, SBS -AA, SBS- -105.0 modified bitumen roof cover Roof Board SBS -TA, APP -TA TA, APP -TA Existing fully bonded, smooth Min. 0.25 -inch SECUROCK Gypsum -Fiber A -PD, 6- (Optional) SBS -AA, SBS -AA, SBS - R -20 surface BUR or modified None N/A SBS -SA -H -105.0 Roof Board inch o.c. SBS -TA, APP -TA TA, APP -TA bitumen R -21 Existing fully bonded, mineral Min. 0.25 -inch SECUROCK Gypsum -Fiber A -PD, 6 None N/A SBS -SA -H (Optional) SBS -AA, SBS -AA, SBS - -180.0 surface modified bitumen Roof Board inch o.c. SBS -TA, APP -TA TA, APP -TA Existing fully bonded, Min. 0.25 -inch SECUROCK Gypsum -Fiber (Optional) SBS -AA, SBS -AA, SBS - R -22 smooth- or granule -surface M-PG1 None N/A SBS -SA -H -180.0 BUR or modified bitumen Roof Board SBS -TA, APP -TA TA, APP -TA Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-R14 for FL2533-R33 Revision 14: 03/27/2015 Appendix 1, Page 52 of 57 QOTRINITYIERD TABLE 7A: RECOVER APPLICATIONS SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Base Insulation layer Top Insulation Layer Roof Cover MOP Substrate (See Notes 1 & 11) Type Attach Type Attach Base Ply Cap No. (psi Existing fully bonded, Min. 0.25 -inch SECUROCK Gypsum -Fiber (Optional) SBS -AA, SBS -AA, SBS - R -23 smooth- or granule -surface 08500 None N/A SBS -SA -H -120.0 BUR or modified bitumen Roof Board SBS -TA, APP -TA TA, APP -TA Existing fully bonded, Min. 0.25 -inch SECUROCK Gypsum -Fiber 3M CR- (Optional) SBS -AA, SBS -AA, SBS - R -24 smooth- or granule -surface None N/A SBS -SA -H 195.0 BUR or modified bitumen Roof Board 20 SBS -TA, APP -TA TA, APP -TA CONVENTIONAL SYSTEMS: Existing fully bonded BUR or 0.5 -inch Structodek High Density BP -AA, 585- (Optional) BP -AA, SBS -AA, SBS - R -25 Fiberboard or min. 0.75 -inch Fesco HA None N/A SBS -AA, SBS -TA or 105.0 modified bitumen roof cover Board (homogeneous) AA APP -TA TA or APP -TA BP -AA, SBS- (Optional) BP -AA, R -26 Existing fully bonded BUR or 0.25 -inch Dens Deck, Dens Deck Prime HA None N/A AA, SBS -TA SBS -AA, SBS -TA or SBS -AA, SBS - 105.0 modified bitumen roof cover or SECUROCK Gypsum -Fiber Roof Board TA or APP -TA or APP -TA APP -TA Min. 0.5 -inch Structodek High Existing fully bonded BUR or Min. 1.5 -inch ACFoam II, FlintBoard ISO, Density Fiberboard, Min. 0.75 -inch BP -AA or (Optional) SP -AA, SBS -AA, SBS - R 27 modified bitumen roof cover ENRGY 3, H -Shield or Multi -Max FA3 HA FescoBoard (homogeneous) or Min. HA SBS -AA SBS -AA, SBS -TA or TA or APP -TA '105.0 0.5 -inch Dura Board (homogeneous) APP -TA Existing fully bonded BUR or Min. 1.5 -inch ACFoam II, rd I50, ax Min. 0.25 -inch SECUROCK Gypsum- BP -AA, SBS- (Optional) BP -AA, SBS - A, SBS - R -28 HA Fiber Roof Board, Dens Deck, Dens HA AA, SBS -TA SBS -AA, SBS -TA or -105.0 modified bitumen roof cover iFA3 ENRGY 3, H -Shield or Multi -Max Deck Prime or APP -TA APP -TA TA or r APP -TA Existing fully bonded, smooth Min. 0.5 -inch Structodek High Density A -PD, 6- BP -AA, SBS- (Optional) BP -AA, SBS -AA, SBS - R -29 surface BUR or modified None N/A SBS -AA, SBS -TA or 105.0 Fiberboard inch o.c. AA TA or APP -TA bitumen APP -TA BP -AA, R -30 Existing fully bonded, mineral Min. 0.5 -inch Structodek(Optional) Structodek High Density A -PD, 6- None N/A BP -AA, SBS- SBS -AA, SBS -TA or SBS -AA, SBS - 180.0 surface modified bitumen Fiberboard inch o.c. AA TA or APP -TA APP -TA Existing fully bonded, smooth Min. 0.25 -inch Dens Deck, Dens Deck BP -AA, SBS- (Optional) BP -AA, R -31 surface BUR or modified Prime or SECUROCK Gypsum -Fiber Roof A -PD, 6- None N/A AA, SBS -TA SBS -AA, SBS -TA or SBS -AA, SBS - 105.0 inch O.C. TA or APP -TA bitumen Board or APP -TA APP -TA Min. 0.25 -inch Dens Deck, Dens Deck BP -AA, SBS- (Optional) BP -AA, R -32 Existing fully bonded, mineral Prime or SECUROCK Gypsum -Fiber Roof A -PD, 6- None N/A AA, SBS -TA SBS -AA, SBS -TA or SBS -AA, SBS - -180.0 surface modified bitumen inch o.c. TA or APP -TA Board or APP -TA APP -TA Existing fully bonded, smooth (Optional) BP -AA, R -33 surface BUR or modified Min. 1.5 -inch ACFoam II, FlintBoard I50, A -PD, 6- Min. 0.5 -inch Structodek High A -PD, 6- BP -AA or SBS -AA, SBS -TA or SBS -AA, SBS - -52.5 ENRGY 3 or H -Shield inch o.c. Density Fiberboard inch o.c. SBS -AA TA or APP -TA bitumen APP -TA Exterior Research and Design, U.C. d/b/a Trinity IERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-1134 for FL2533-R33 Revision 14:03/27/2015 Appendix 1, Page 53 of 57 QOTFtINITYIERD TABLE 7A: RECOVER APPLICATIONS SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Base Insulation layer Top Insulation Layer Roof Cover MDP Substrate (See Notes 1 & 11) Type Attach Type Attach Base Ply Cap No (Psf) Existing fully bonded, smooth BP -AA or (Optional) BP -AA, Min. 2 -inch ACFoam II, FlintBoard ISO, A -PD, 6- Min. 0.25 -inch SECUROCK Gypsum- A -PD, 6- SBS -AA, SBS -AA, SBS - R -34 surface BUR or modified ENRGY 3 or H -Shield inch o.c. Fiber Roof Board or Dens Deck inch o.c. SBS -TA or SBS -AA, SBS -TA or TA or APP -TA 52.5 bitumen APP -TA APP -TA Existing fully bonded, mineral , (Optional) BP -AA Min. 1.5 -inch ACFoam II, FlintBoard ISO, A -PD, 6- Min. 0.5 -inch Structodek High A -P0, 6- BP -AA or SBS -AA, SBS - R -35 surface BUR or modified ENRGY 3 or H -Shield inch o.c. Density Fiberboard inch o.c. SBS -AA SBS -AA, SBS -TA or TA or APP -TA 172.5 bitumen APP -TA Existing fully bonded, mineral BP -AA or (Optional) BP -AA, Min. 2 -inch ACFoam II, FlintBoard ISO, A -PD, 6• Min. 0.25 -inch SECUROCK Gypsum- A -PD, 6• SBS -AA, SBS -AA, SBS - R -36 surface BUR or modified ENRGY 3 or H -Shield inch o.c. Fiber Roof Board or Dens Deck inch o.c. SBS -TA or SBS -AA, SBS -TA or TA or APP -TA 172.5 bitumen APP -TA APP -TA (Optional) BP -AA, Existing fully bonded BUR or Min. 1.5 -inch ACFoam II, FlintBoard ISO, Min. 0.5 -inch Structodek High BP -AA or SBS -AA, SBS - R -37 M-OSFA M-OSFA SBS -AA, SBS -TA or 127.5 modified bitumen roof cover ENRGY 3 or H -Shield Density Fiberboard SBS AA TA or APP -TA APP -TA BP -AA or (Optional) BP -AA, Existing fully bonded BUR or Min. 1.5 -inch ACFoam II, FlintBoard ISO, Min. 0.25 -inch SECUROCK Gypsum- SBS -AA, SBS -AA, SBS - R -38 modified bitumen roof cover ENRGY 3 or H -Shield M-OSFA Fiber Roof Board or Dens Deck M-OSFA SBS -TA or SBS -AA, SBS -TA or TA or APP -TA 157.5 APP -TA APP -TA Existing fully bonded, (Optional) BP -AA, R -39 smooth- or granule -surface Min. 0.5 -inch Structodek High Density M-PG1 None N/A BP -AA, SBS- SBS -AA, SBS -TA or SBS -AA, SBS - -180.0 Fiberboard AA TA or APP -TA BUR or modified bitumen APP -TA Existing fully bonded, , BP-AASBS- (Optional) BP -AA, R -40 smooth- or granule -surface Min. 0.25 -inch Dens Deck Prime or M-PG1 None N/A AA, SBS -TA SBS -AA, SBS -TA or SBS -AA, SBS - -180.0 SECUROCK Gypsum -Fiber Roof Board TA or APP -TA BUR or modified bitumen or APP -TA APP -TA (Optional) BP-AA, Existing fully bonded BUR or Min. 1.5 -inch ACFoam II, FlintBoard ISO, Min. 0.5 -inch Structodek High BP -AA or SBS-AA, 585- R-41 M-PG1 M-PG1 SBS -AA, SBS -TA or -180.0 modified bitumen roof cover ENRGY 3 or H -Shield Density Fiberboard SBS AA TA or APP -TA APP -TA BP -AA or (Optional) BP -AA, Existing fully bonded BUR or Min. 1.5 -inch ACFoam Il, FlintBoard ISO, Min. 0.25 -inch SECUROCK Gypsum- SBS -AA, SBS -AA, SBS- R-42 modified bitumen roof cover ENRGY 3 or H -Shield M-PG1 Fiber Roof Board or Dens Deck M-PGi SBS -TA or SBS -AA, SBS -TA or TA or APP -TA 180.0 APP -TA APP -TA Existing fully bonded, (Optional) BP -,4A, R-43 smooth- or granule -surface Min. 0.5 inch Structodek High Density 08500 None N/A BP AA, SBS- SBS -AA, SBS -TA or SBS -AA, SBS 120.0 Fiberboard AA TA or APP -TA BUR or modified bitumen APP -TA Exterior Research and Design, U.C. d/b/a Trinity I ERD Certificate of Authorization 119503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-1114 for FL2533-R33 Revision 14:03/27/2015 Appendix 1, Page 54 of 57 QOTRINITYIERD TABLE 7A: RECOVER APPLICATIONS SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Base Insulation Layer Top Insulation Layer Roof Cover MOP No. Substrate (See Notes 1 & 11) (Psf) Type Attach Type Attach Base Ply Cap Existing fully bonded, BP -AA, SBS- (Optional) BP -AA, R -44 smooth- or granule -surface Min. 0.25 -inch SECUROCK Gypsum -Fiber 08500 None N/A AA, SBS -TA SBS -AA, SBS -TA or SBS -AA, SBS - -120.0 BUR or modified bitumen Roof Board or APP -TA APP -TA TA or APP -TA Existing fully bonded BUR or Min. 1.5 -inch ACFoam II, FlintBoard I50, Min. 0.5 -inch Structodek High BP -AA or (Optional) BP -AA, SBS -AA, SBS- R-45 modified bitumen roof cover ENRGY 3 or H -Shield 08500 Density Fiberboard 08500 SBS -AA SBS -AA, SBS -TA or TA or APP -TA -120.0 APP -TA Min. 0.25 -inch SECUROCK Gypsum- BP -AA, SBS- (Optional) BP -AA, R-46 Existing fully bonded BUR or Min. 1.5 -inch ACFoam II, FlintBoard ISO, 08500 Fiber Roof Board, Dens Deck or Dens OB500 AA, SBS -TA SBS -AA, SBS -TA or SBS -AA, 585- 120.0 modified bitumen roof cover ENRGY 3 or H -Shield Deck Prime or APP -TA APP -TA TA or APP -TA Existing fully bonded, Min. 0.5 -inch Structodek High Density BP -AA, SBS- (Optional) BP -AA, SBS -AA, SBS - R -47 smooth- or granule -surface CR -20 None N/A SBS -AA, SBS -TA or -195.0 BUR or modified bitumen Fiberboard AA APP -TA TA or APP -TA Existing fully bonded, BP -AA, SBS- (Optional) BP -AA, R -48 smooth- or granule -surface Min. 0.25 -inch SECUROCK Gypsum -Fiber CR -20 None N/A AA, SBS -TA SBS -AA, SBS -TA or SBS -AA, SBS - 195.0 Roof Board TA or APP -TA BUR or modified bitumen or APP -TA APP -TA Min. 1.0 -inch ISO 95+ GL, H -Shield, H - Existing fully bonded BUR or Shield CG, ENRGY 3 or 1M ISO 3 min. 1.3- Min. 0.25 -inch Dens Deck or Dens R-49 inch ACFoam III, Min. 1.5 -inch Multi -Max CR -20 CR -20 SBS -TA (Optional) SBS -TA SBS -TA -180.0 modified bitumen roof cover Deck Prime FA3 or Ultra -Max or min. 2.0 -inch ACFoam IV Min. 1.0 -inch ISO 95+ GL, H -Shield, H- Min. 0.5 -inch Structodek High Existing fully bonded BUR or Shield CG, ENRGY 3 or JM ISO 3 min. 1.3 Density Fiberboard or Dura Board BP -AA or (Optional) BP -AA, SBS -AA, SBS - R -50 modified bitumen roof cover inch ACFoam III, Min. 1.5 -inch Multi -Max CR -20 (homogeneous) or min. 1.5 -inch CR -20 SBS -AA SBS -AA, SBS -TA or TA or APP -TA -180.0 FA3 or Ultra -Max or min. 2.0 -inch FescoBoard (laminated) APP -TA ACFoam IV Min. 1.0 -inch ISO 95+ GL, H -Shield, H - Existing fully bonded BUR or Shield CG, ENRGY 3 or JM ISO 3 min. 1.3 Min. 0.25 -inch SECUROCK Gypsum- or (Optional) BP -AA, SBS -r A, SBS- R-51 modified bitumen roof cover inch ACFoam III, Min. 1.5 -inch Multi -Max CR -20 Fiber Roof Board CR -20 SA BS -AA SBS - SBS -AA, SBS -TA or TA or APP -TA -225.0 FA3 or Ultra -Max or min. 2.0 -inch APP -TA ACFoam IV Min. 1.0 -inch ISO 95+ GL, H -Shield, H - Existing fully bonded BUR or Shield CG, ENRGY 3 or JM ISO 3 min. 1.3 Min. 0.25 -inch SECUROCK Gypsum- SBS -TA or (Optional) SBS -TA SBS -TA or R-52 modified bitumen roof cover inch ACFoam III, Min. 1.5 -inch Multi -Max CR -20 Fiber Roof Board CR -20 APP -TA or APP -TA APP -TA -232.5 FA3 or Ultra -Max or min. 2.0 -inch ACFoam IV Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Certificate of Authorization N9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.041114 for F1.2533-1133 Revision 14:03/27/2015 Appendix 1, Page 55 of 57 QOTP..INITYIERD TABLE 7A: RECOVER APPLICATIONS SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Base Insulation Layer Top Insulation Layer Roof Cover MDP Substrate (See Notes 1 & 11) Type Attach Type Attach Base Ply Cap No. (Psf) Min. 1.0 -inch ISO 95+ GL, H -Shield, H - Shield CG, ENRGY 3 or JM ISO 3 min. 1.3- BP -AA, R-53 Existing fully bonded BUR or inch ACFoam III, Min. 1.5 -inch Multi -Max CR -20 BP-A(Optional) or Min. 0.25 -inch Dens Deck CR -20 SBS -AA, SBS -TA or SBS -AA, SBS- 240.0 modified bitumen roof cover FA3 or Ultra -Max or min. 2.0 -inch SA BS -AA SBS - APP -TA TA or APP -TA ACFoam IV COLA-APPLIEn SYSTEMS: Min. 1.5 -inch ACFoam III, FlintBoard Existing fully bonded BUR or (Optional) Min. ACFoam II, R-54 OBS00 Iso Cold, H -Shield CG or FlintBoard 08500 SBS-CA1 None SBS-CA3 -82.5 modified bitumen roof cover FlintBoard I50, H-Shield,-Shieldld, FlintBoard ISOH Iso ColdH Min. 1.5 -inch ACFoam III, FlintBoard Existing fully bonded BUR or (Optional) Min. 0.5 -inch ACFoam II, 3M CR- R-55 Iso Cold, H -Shield CG or Flint8oard 3M CR -20 SBS-CA1 None SBS-CA1 -82.5 modified bitumen roof cover FlintBoard ISO, H -Shield, FlintBoard ISOH 20 Iso Cold" - Existing fully bonded, Min. 0.25 -inch SECUROCK Gypsum -Fiber A -PD, 6- R-56 smooth- or granule -surface None N/A SBS-CA1 None SBS -CAI -105.0 BUR or modified bitumen Roof Board inch o.c. Existing fully bonded, smooth Min. 0.5 -inch ACFoam II, FlintBoard ISO, A -PD, 6- Min. 0.25 -inch SECUROCK Gypsum- A -PD, 6- R-57 surface BUR or modified SBS-CA1 None SBS-CA1 -52.5 H -Shield, FlintBoard ISOH inch o.c. Fiber Roof Board inch o.c. bitumen Existing fully bonded, mineral Min. 0.5 -inch ACFoam II, Flint8oard ISO, A -PD, 6- Min. 0.25 -inch SECUROCK Gypsum- A -PD, 6- R-58 surface BUR or modified H -Shield, FlintBoard ISOH inch o.c. Fiber Roof Board inch o.c. SBS-CA1 None SBS -CAI -105.0 bitumen Existing fully bonded, R-59 smooth- or granule -surface Min. 0.25 -inch SECUROCK Gypsum -Fiber M-PG1 None N/A SBS-CA3 None SBS -CAI -105.0 Roof Board BUR or modified bitumen Existing fully bonded, mineral Min. 0.5 -inch ACFoam II, FlintBoard ISO, M-OSFA, Min. 0.25 -inch SECUROCK Gypsum- M-OSFA, R-60 surface BUR or modified SBS-CA3 None SBS-CA1 -105.0 H -Shield, FlintBoard ISO" M-PG1 Fiber Roof Board M-PG1 bitumen Existing fully bonded, R-61 smooth- or granule -surface Min. 0.25 -inch SECUROCK Gypsum -Fiber 08500 None N/A SBS-CA3 None SBS-CA1 -105.0 Roof Board BUR or modified bitumen Existing fully bonded, mineral Min. 0.5 -inch ACFoam II, FlintBoard ISO, Min. 0.25 -inch SECUROCK Gypsum - R -62 surface BUR or modified OBS00 08500 SBS-CA3 None SBS-CA3 -105.0 H -Shield, FlintBoard ISOH Fiber Roof Board bitumen Exterior Research and Design, U.C. d/b/a Trinity) ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.041114 for FL2533-R33 Revision 14:03/27/2015 Appendix 1, Page 56 of 57 QOTRINITYIERD TABLE 7A: RECOVER APPLICATIONS SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Base Insulation Layer Top Insulation Layer Roof Cover MOP Substrate (See Notes 1 & 11) Type Attach Type Attach Base Ply Cap No. (Psf) Existing fully bonded, R -63 smooth- or granule -surface Min. 0.25 -inch SECUROCK Gypsum -Fiber 3M CR- None N/A SBS-CA1 None SBS-CA1 -105.0 Roof Board 20 BUR or modified bitumen Existing fully bonded, mineral R -64 surface BUR or modified Min. 0.5 -inch ACFoam II, FlintBoard ISO, 3M CR- Min. 0.25 -inch SECUROCK Gypsum - 3M CR -20 SBS-CA3 None SBS-CA1 -105.0 bitumen H -Shield, FlintBoard ISO„ 20 Fiber Roof Board TABLE 78: RECOVER APPLICATIONS — NEW CONSTRUCTION oR REROOF (TEAR -OFF) SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER System Substrate Roof Cover Primer MDP (psf) No. (See Notes 1 & 11) Base Ply Cap COLO-APPUEO SYSTEMS: R-65 Existing fully bonded BUR (Optional) FlintPrime (ASTM SBS-CA1 None SBS-CA3 187.5 over concrete deck D41) Exterior Research and Design, U.C. d/b/a Trinity IERD Evaluation Report 3520.03.041114 for FL2S33-R13 Certificate of Authorization #9503 Revision 14:03/27/2015 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page S7 of S7 CITY OF SANFORD BUILDING SERVICES Residential Re -Roof Hurricane Mitigation Inspection Affidavit Permit #: I, hereby acknowledge that I personally inspected at Roof deck nailing and/or GLI Secondary water barrier work � J7L and have determined that the work (Job Site Address) was done according to the Hurricane Mitigation Retrofit Manual. (based on 553.844 F.S.) 1 certify that my statements herein are true and accurate to the best of my belief and that I fully understand that making any false statements in writing with the intent to mislead a public servant in the performance of his or her official s II constitute a misdemeanor of the second degree pursuant to Section 83 0 F.S. Signature of Contractor Date CCC1,32,N�� Printed Name of Contractor License # License Type: 0 General 0 Building 0 Residential 4 Roofing Contractor 0 or any individual certified in accordance with F.S. 468 to make such an inspection. STATE OF FLORIDA COUNTY OF S Ce,M l tJO I Sworn to (or affirmed) and subscribed before m . this day of 11bq a1V , 20 V-, by �F//7i P` C , who is,KPersonally Known tothe or has n Produced (type of ident' as identification. (SEAL) Sinature of Notary Public OZIEL HERNANDEZ State of Florida ;'_ Y"s Notary Public - State of Florida Commission # FF 990343 Print/Type/Stamp Name My Comm. Expires May 9, 2020 of Notary Public