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1800 Sevilla Blvd ROOF19-0062 Stone Coated ROOF NON SHINGLE PERMIT PERMIT NUMBER ROOF19-0062 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ISSUED: 7/23/2019 ATLANTIC BEACH. FL 32233 EXPIRES: 1/19/2020MUST CALL (i INSPECTION • • (9 04) : BY 4 PM FORINSPECTION. ALL WORK MUST CONFORMTO THE CURRENT 6TH EDITION1 OF • ' i BUILDING CODE, OF • OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE 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. • : + •N: VALUEOF WORK: 1800 SEVILLA BLVD ROOF NON SHINGLE STONE COATED METAL TILE $21180.00 ROOF TYPE OF ZONING: :D • • • GROUP: SEVILLA GARDENS UNIT 169462 0105 01 COMPANY: ADDRESS: ' TOWNSEND ROOFING & 10418 New Berlin Rd #115 JACKSONVILLE FL 32226 CONSTRUCTIONS SERVICE OWNER. ADDRESS: � SEVILLA GARDENS HOMEOWNERS 1800 SEVILLA BLVD ATLANTIC BEACH FL 32233-5622 ASSOCIATION INC 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. Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. J DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $160.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $80.00 Issued Date: 7/23/2019 1 of 2 ROOF NON SHINGLE PERMIT PERMIT NUMBER r Ss, ROOF19-0062 V� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ISSUED: 7/23/2019 EXPIRES: 1/19/2020 ATLANTIC BEACH. FL 32233 BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $4.35 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.90 TOTAL: $297.25 Issued Date:7/23/2019 2 of 2 ALL Revision Request/Correction to Comments **HIGHLI HIGHLIGHTED ON HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: P );� 11- 1)062 ❑ Revision to Issued Permit OR © Corrections to Comments Date: 7 Project Address: I V t" Seto 6 91 VJ Contractor/Contact Name: 'r���rKse.,J Keo�,r4 3 L��7{�ru�1-r n, �r�n-ce-':� �1�. � x L', 5 T•�zase�1�t Contact Phone: '10`I— `i'1 Email (�� � sZv�cq f�a ��q• -cn^� J Description of Proposed Revision/Corrections: i sAme a7, bi fk w-J,sr;te. n1„ Go",ked Af-a A),- - kz Ae'��A " T r " w ;�1, ;s -�'1, ,Q:of�hz /P,"t�a�f I Ch. affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? ®-No ❑ Yes (additional s.f.to be added: ) • Will proposed revision/corrections add additional increase in building value to original submittal? ®NO ❑*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) Approved ❑ Denied F ] Not Applicable to Department Permit e Due$ �D Revision/Plan Review Comments D rtment Review Required: BuiIdingg Planning&Zoning Reviewed By Tree Administrator Public Works Public Utilities Public Safety Date Fire Services Updated 10/17/18 i'Wi City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road Q _ 9 / Atlantic Beach, Florida 32233-5445 ((j Phone(904)247-5826 - Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: 7 l G City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: ( C ��LJ S��� 1 Department review required Yes No 4eff_din Applicant: U C'J N SE-N &Zoning Tree Administrator Project: �(�LTI L E: LPCD Public Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. PirDenied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: -7- /6-/7 TREE ADMIN. Second Review: []Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 Building Permit Application UpdatedS,S/17 City of Atlantic Beach 300 Seminole Road,Atlantic Beach, FL 32233 n yr Phone: (904) 247-5826 Fax: (904) 247-5845 fob Address: ( 6o ;, Vi 11A ��u" i� WCJUF Perniit Number: Leeal Description y5-Zcb Cb-Z��Z`�E �,,1c, &,,jgh�j,�,•;! CZ ��„�:�~c 1" 1 f RE#_ /17 `{E�-0/ Valuation of Work(Replacement Cost)$ Zt� �g��` Heated/Cooled SIF Non-Heated/Cooled • Class of iati;ork(Or+cle one): New Addition AllterabonC.Btpair, M&6* Demo Pool Window/Doo.- • Use of existing/proposed structure(s)(Circle one): Commercial Residential • if an existing structure,is a fire sprinkler system installed?(Circle one): Yes (ftj,,,P N/A • Submit a Tree Removal Permit App9iration if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: t;.x, ;;`�l t + �. �zr d n 'j�ire [(.,f,-) ✓Ne fA 1 44tiI o Florida Product Approval# 1-7 59- l for multiple products use product approval form Property Owner Information Name. 5t?v J144- Address: 1'90 0 fjL V;I I ptvi city {�H�. " 1�>ak. � State _-Zip 3ZZ3 ' Phone j c`t- 2 4I j7 Z1 E-Mail 5e if itr moyI. cC. % -- Owner or Agent(if Agent,Pourer of Attorney or Agency Letter Required) Contractor Information Name of Company: rirlitAGl ��a€4; 7 C��s rwc rn k Qualifying Agent: ___ ' +�:�� �c&,yt1,SL Address ii-Ili f4go ;,erf:n r-ol IIS cityin-A -- stat� FL Zip -5zzz4 Office Phone 10 - 6'1`5-5957 Job Site/Contact Number ICI-'t71-- 41j-M State Certification/Registration.# Cc t3Z tLtr-j E-Mail C-%I P tcs,d CBa Architect Name&Phone# Engineer's Name&Phone# _ Workers Compensation O -'� �;,r f nus (,J 1 h ?: i 3 71 ----- Exempt/insurer/tease Employees/Expiration Date 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 ali work will be performed to meet the standards of all the laws regulationg cors u uttion in this jurisdiction-i understand that a separate permit mgrs-i be secured for ELECTRW-AL WORK,PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,and AIR CONllUIONEKS,etc. OWNER'S AFFIDAVIT.I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. (Signat re of Owner or Agent) (Signature of Contra finciudmg contractor) v Gr Signed and sworn to(or affirmed before me this �Q day of Signed and sworn to(or a )before y of by (Signature of ' tary) r� ignature of Notary) �e CHERYLANN LK.LY c:s''• I+IAiiTHi��r'.AVO ,_. MYCISSfONAGG201977 *u!rry"R-5,a-ofrk-4a 'ri of S.April 23,2022 =.�' Co+nmissior,r GG 641031 ersonaliy Known OR •drn?''r epl/M OAWyirIMEUMrfrR�lf! IN Personally Known OR .. bhCW".bcdres"10.2021 �{ )Produced)deniif { j Produced identification °" '' +e++ w* r !,' pe of)d�,ntification Tvte of Identification _ -jy\l\jf 11 Is\ CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Date: 7/16/2019 Permit#: ROOF19-0062 Site Address: 1800 SEVILLA BLVD Review Status: denied REM 169462 0105 Applicant: TOWNSEND ROOFING & CONSTRUCTIONS Property Owner: SEVILLA GARDENS HOMEOWNERS SERVICE ASSOCIATION INC Email: chris@townsendroofing.com Email: sevillacondofl@gmail.com Phone: 9046455887 Phone: 9042418721 9042261384 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1. All non-shingled roofs in Atlantic Beach go through plan review by the City's Building Department. 2. The information submitted for the installation was not found on the DBPR Product Approval Website under the number submitted. Please download that information as well as the Evaluation Report for this product off of the DBPR Website under that FL# 9759.1. 2 copies needed of both. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904) 247-5844 Email:mjones@coab.us / figJ fm ay I.ecl ke t%I,P 1. 6✓r-N,e w- 714 -19 /•,M Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings. The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted. ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. Doc # 2019153313, OR $K IBB4B Page 5B, NUmber Pages: 1, Recorded 07/01/2019 11:47 AM, RCNNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 �Tr►s+mrr,�w rsr� re�>.rnrra>.rrarntarrll�+,rn 371J 11'LI.1r L�3' '>1aFVi8.it�i.i�r1!'L�t;TlL�,i�,7 1 A yMeP A=W 06PLICx-M; per?"NO ! -daG� Tax Folio%o. 169462-0105 State of Floc County of Owat TO wbom a may c4acem: The*mdasigoed hereby informts"a that MMMOV is Britt the made to tae twn real prop" and in acomda nee*riffs Section 713 of Lite fkwMa Statutes,the following intomatim is stated in#his NOTICE Of COMWNCEAMENT. j-`am das3"m c9p"peity"s-•`•'}7 ' :4b31L14917 -1;i-i" t&'.VtA LjM0.X;t LMI M#34IAIb.i1?kl-I Y},0tl:d-.1. +oM Qr:%III r A nt%11'% A&Iw..1:... Cl General description of improvements:Partial Roof ReplaC mart Can 13Jtftvxm a,,,,r SE-V1LLA S HOMEADW RS ASSOCIATION INC #morass 1804 SEV LLA BLVD.Aftrtfic Beach.,FL 32233 Cro-per's interest in site of the improvement fee Sirnpie T&ehmder tff other than owner Name Address Ad&&ss 10418 New Bertin Sad#115 Jodmcov%e Ft 37226 ,-tnneiwo.matattaa7 Fax No.904445-"42 Surety(if any) ---__ AddFess I.it13uRS t3t'�'i6ti4 Phone t1o. Fax No. Name and address of ary person makino a loan trw the t(mstruetion of the improvements. mama Address_ Ptwe No Fax No. +macre of-persartuaMin Me;eve nmasen er Aersett. wOom des Of ottaer dtxtrmmts rrlay b--served: Name Address Phone No. Fax No. k.v addition to ttimsetf or tlerse]f,owner desiyades theloifowirg person to receive a oopy of the(_tenor's Notice as ofovicLed in Section 7131%121(b1.Ficvida Statutes (Fill in at Owner's option( Name Address Phone No. Fax No. ExWaMm data-ot Wakice of GommerlcerrwA Cite expiration date isene[t j year ixn ttse dale o>reeorddurg mess a ri�slate is spezAad}: TNiS SPACE FOR RECORDER'S USE ONLY OWNER -9eMSOW= nn U) - rte .--iolhe CA tMRIhaff hvsW*w aMmm TW au state nwft j are ins ell bectoale 'vw.'•ti P'J1FIM AM LILY t L ,,; tttYC�3MAl�N3'�iG.297977 1.,q±„,•••' ,tloairetA�attitoYrrPiclfeilnda� ruw I Public ge State +�.� —`O* 0 6 Z OFFICE COPY A D O SQV10", Nv-4 REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH MEMO I etc. SEE PERMITS FOR ADDITIONAL Certificate of Authorization#32455 REWREMENTS AND CONDITIONS 3S3 Christian Street, Unit#13 Oxford, CT 06478 EVIEWED BY: DATE:�'� '� (203) 262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY EVALUATIONP•R DECRA Roofing Systems,Inc. Evaluation Report D30800.12.09-R5 1230 Railroad Street, FL9759-R7 Corona, CA 92882 Date of Issuance: 12/17/2009 (951)272-8180 Revision 5:06/05/2018 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: DECRA Metal Roofing Systems LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until 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. of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO I etc. 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 "NEMOIetc. 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 6, plus a 59-page Appendix. Prepared by: s�, - V. ',�T'%:cL-:•.'•'. ;� The facsimile seal appearing was authorized by Robert Robert J.M. Nieminen, P.E. '•,,Fs;r.:__.;�,;,. ��� �e,-�,,. Nieminen,P.C.on 06/05/2018. This does not serve as an Florida Registration No.59166,Florida OCA ANE1983 electronically signed document. CERTIFICATION of INDEPENDENCE: 1. NEMOIetc. 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. NEMOI etc.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 NEMOIetc. 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. ONEMOletc. ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Non-Structural Metal Roofing Compliance Statement: DECRA Metal Roofing Systems,as produced by DECRA Roofing Systems,Inc., have demonstrated compliance with the following sections of the 6t1 Edition (2017) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind UL 1897 2012 1504.3.1,1504.3.2 Wind UL 580 2006 1504.3.2 Wind TAS 125 2003 3. REFERENCES: Eniitf Examination Reference Date ATI(TST 1558) Wind Uplift A139S_01-109-44 08/10/2010 ICC-ES(EVL2369) IBC/IRC Compliance ESR-2901 09/01/2017 ClAI(TST9808) Wind Uplift R15761P-1 11/21/2017 UL LLC(EVL 11342) IBC/IRC Compliance UL ER14710-01 04/30/2015 UL(TST 9628) Wind Uplift OINK28368 09/05/2001 UL(TST 9628) Wind Uplift 06NK07480 04/12/2006 UL(TST 9628) Wind Uplift 06NK17480 04/13/2006 UL(TST 9628) Wind Uplift 07NK09386 06/04/2007 UL(TST 9628) Wind Uplift 07NK22905 11/12/2007 UL(TST 9628) Wind Uplift 07NK22905 06/18/2008 UL(TST 9628) Wind Uplift 07NK22905 06/19/2008 UL(TST 9628) Wind Uplift 06NK07480 05/02/2009 UL(TST 9628) Wind Uplift 4786068523 11/21/2013 Metal suppliers Metal Physicals Mill Certs 02/28/2018 Miami-Dade(CER1592) HVHZ Compliance 14-1224.12 02/05/2015 UL LLC(QUA 9625) Quality Assurance Inspection Report 09/05/2017 PRODUCT4. DESCRIPTION: The following DECRA Metal Roofing Systems are mechanically attached to Approved substrate, as outlined in the Limitations/Conditions of Use herein. Panels are produced from sheet steel complying with ASTM A792,Grade 37 with an AZ50 hot-dip aluminum-zinc alloy coating and a ceramic coated stone granular finish. Evaluation Report D30800.12.09-R5 NEMO ETC,LLC FL9759-R7 Certificate of Authorization p32455 6T"EDITION(2017)FBC NON-HVH2 EVALUATION DECRA Stone Coated Steel Roofing Systems;(951)272-8180 Revision 5:06/05/2018 Page 2 of 6 ONEMOjetc. 4.1 DECRA Shake are 26-ga.formed steel panels that are mechanically attached to batten systems over approved roof decks. DECRA Shake measures 14-5/8 x 53 inches with installed exposure of 12-5/8 x 51 inches. Factory Edge Back Flange Overlap Channel Factory Edge M �M Installed Exposure: 12-5/8"x 51 id Pan Keyway Nose Panels per Square: 22.4 Overlap Installed Weight: 1501bs./sq. Channel 4.2 DECRA Shingle Plus are 26-ga.formed steel panels that are mechanically attached to approved decks or to batten systems over approved decks. Shingle Plus measures 16.5 x 52 inches with installed exposure of 14.5 x 50 inches. \\\� Factory Edge Back Flange \ \�' Installed Exposure: 14-1 ?"x 50" \ � Panels per Square: 20 Installed NVeight: 150 lbs. sq. Facto ry Edge \\\\ �\\ Nose Overlap Channel 4.3 DECRA Shingle XD are 28-ga. formed steel panels that are mechanically attached to approved decks. Shingle XD measure 14.125 x 52-5 inches with installed exposure of 12.25 x 49.5 inches. Pre-Punched Fastening Holes Factory Back Clip-Lock e --- Edge Flange Back 9 Overlap Area \\\\\\ Nose Factory \\\\ Edge \\\\ Installed Exposure: 12-1/4"x 49-1 ?" Front Clip-Lock Panels per Square: 23.8 Installed R'eight: 150 lbs. sq. Evaluation Report 1330800.12.09-115 NEMO ETC,LLC FL9759-R7 Certificate of Authorization 1131455 6-EDITION(2017)FBC NON-HVHZ EVALUATION DECRA Stone Coated Steell Roofing Systems;(951)272-8180 Revision 5:06/05/2018 Page 3 of 6 ONEMO I etc. 4.4 DECRA Shake XD are 26-ga. formed steel panels that are mechanically attached to approved decks. Shingle XD measure 14.125 x 52.125 inches with installed exposure of 12.375 x 49.875 inches. Pre--Punched Fastening Holes Back Clip-Lock Factory Edge Back Flange / \ Overlap \ Area Nose Installed Exposure: 121-3 S"x 49-7'8" Factory Edge Panels per Square: ?3.4 Front Clip-Lock Installed Weight: 1501bs. sq. 4.5 DECRA Tile are 26-ga. formed steel panels that are mechanically attached to batten systems over approved roof decks. DECRA Tile measures 16.5 x 52 inches with installed exposure of 14.5 x 50 inches. Pans Back Flange Factory Edge Overlap Nose Channel Factory Edg _ ___=Mid Pan Keyways Installed Exposure- Panels per Square: 20 oVedap Installed NVeight: 150 lbs. sq. Channel 4.6 DECRA Villa Tile are 26-ga. formed steel panels that are mechanically attached to approved decks through pre-punched fastening tabs. Villa Tile measure 17 x 44.25 inches with installed exposure of 14.5 x 39.5 inches. Pre-Punched Fastening Tabs Facto Pans ,l Edge 1 Back Flange Overlap Area (Shaded) Nose Factory-.M.° Installed Exposure: 14-12"x 39-1 ?" Edge Overlap Area (Shaded) Panels per Square: 25.2 Installed Weight: 160 lbs. sq. NEMO ETC,LLC Evaluation Report D30800.12.09-R5 Certificate of Authorization#32455 6"EDITION(2017)FBC NON-HVH2 EVALUATION FL9759-117 DECRA Stone Coated Steel Roofing Systems;(951)272-8180 Revision 5:06/05/2018 Page 4 of 6 OMEMO I etc. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither NEM01etc. nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This evaluation report is not for use in FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 The minimum roof slope per DECRA Roofing Systems installation instructions is 3:12. Slope shall not be less than that set forth in FBC 1507.5.2. 5.4.1 If the roof deck is covered with a Florida Statewide Approved low-slope roof system, meeting all Chapter 15 requirements for use below 3:12 slope,then DECRA Metal Roofing Systems may be installed below 3:12 roof slope atop the Approved roof system, provided the applicable attachment requirements for the system in Appendix 1 are maintained. Note: In this case, the attachment analysis set forth in Appendix 1 may not apply, depending on the project roof slope 5.5 Sheet materials used to produce the panels shall comply with FBC 1507.5.5. 5.6 The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5.7 Appendix 1 outlines attachment requirements for design wind pressure resistance. "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 pressures. The MDP for the selected assembly shall meet or exceed the design wind pressure requirements for the project for each pressure zone of the roof. 5.7.1 Reference to "OK" indicates the system performance exceeds requirements for that pressure zone. Reference to "NO" indicates additional testing or rational analysis by a qualified design professional is required to address that particular pressure zone. 5.8 For existing roof decks, fasteners shall be tested in the existing deck for withdrawal resistance in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. A qualified design professional shall review the data for comparison to the minimum requirements for the system. 5.9 Perimeter and ridge details shall be designed and installed to resist the wind load requirements of FBC Chapter 16. 5.10 All products in the roof assembly shall have quality assurance audit in accordance with F.A.C.Rule 61G20-3. 6. • • 6.1 DECRA Metal Roofing Systems shall be installed in accordance with DECRA Roofing Systems, Inc. published installation instructions,subject to the Limitations/Conditions of Use noted herein. 6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind loads. NEMO ETC,LLC Evaluation Report D30800.12.09-R5 Certificate of Authorization p32455 6EDITION('" 2017)FBC NON-HVHZ EVALUATION FL9759-R7 DECRA Stone Coated Steel Roofing Systems;(951)272-8180 Revision 5:06/05/2018 Page 5 of 6 OMEMO I etc. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Corona,CA 9. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625;(414)248-6409;karen.buchmann@us.ul.com -THE 59-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT— NEMO ETC,LLC Evaluation Report D30800.12.09-RS Certificate o/Aothorization 1!32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL9759-R7 DECRA Stone Coated Steel Roofing Systems;(951)272-8180 Revision 5:06/05/2018 Page 6 of 6 ONEMOletc. APPENDIX 1:ATTACHMENT REQUIREMENTS DESIGN WIND PRESSURE RESISTANCE: APPLICATION TABLE SYSTEM PRODUCT METHOD SCREWS PER PANEL MDP(psf) 7PAGEA-1 1 Shingle Plus Direct-deck 4 -65.0 A-2 2 Shingle Plus Direct-deck 7 _102.5 A-3 3 Shingle Plus Direct-deck 8 37.5 9-11 A-4 4 Shingle Plus Direct-deck 16 -97.5 12-14 A-5 5 Shake XD Direct-deck 5 -78.5 15-17 A-6 6 Shake XD Direct-deck 10 -153.5 18-20 A-7 7 Shingle XD Direct-deck S -45.0 21-23 A-8 8 Shingle XD Direct-deck 5 -75.0 24-26 A-9 9 Shingle XD Direct-deck 10 -75.0 27 29 A-10 10 Shingle XD Direct-deck 10 -97.5 30-32 A-11 11 Villa Tile Direct-deck 4 -52.5 33-3S A-12 12 Villa Tile Direct-deck 4 -52.5 36-37 B-1 13 Shake,Tile,Shingle Plus Wood battens 4 -86.0 39-41 B-2 14 Shake,Tile,Shingle Plus Wood battens 7 -153.5 42-44 B-3 15 Villa Tile Wood battens 12 -153.0 45-47 C-1 16 Shake,Tile,Shingle Plus Steel battens 4 -59.75 48-50 C-2 17 Shake,Tile,Shingle Plus Steel battens 7 -116.0 51-53 D-1 18 Shake,Tile,Shingle Plus Wood counter-battens 4 -78.5 54-56 D-2 19 Shake,Tile,Shingle Plus Wood counter-battens _ 7 -146.0 57-59 1. The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Unless otherwise noted herein, fire barrier and/or underlayment materials may be any that meets FBC Table 1507.1.1, DECRA minimum requirements,the QA requirements of F.A.C.Rule 61G20-3 and FBC 1505 when installed with the roof cover. 3. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind pressures. 4. Tables are based on roof cladding design wind pressure requirements for gabled/hipped roofs in accordance with ASCE 7-10,multiplied by 0.6(Pa,d)for allowable loads. S. Tables are limited to projects having gable or hip roofs with a mean roof height between 0 and 60 feet, slopes between 7" and 45° (1.5:12 to 12:12 pitch),enclosed buildings(Internal Pressure Coefficient,GCPi=+0.18),no load combinations(Kd=1)and site conditions and location of the structure do not meet all conditions specified in Section 26.8.1 of ASCE 7-10(K,t=1.0). Analysis for buildings falling outside these constraints shall be on a project-by-project basis by a Florida Registered PE. 6. Reference to"OK"indicates the system performance exceeds project requirements for that pressure zone. Reference to"NO"indicates additional testing or rational analysis by a Florida Registered PE is required to address that particular pressure zone. 7. The dimension of Zones 2 and 3(perimeters and corners)shall be defined as 10%of the least horizontal plan-view dimension or 40%of the mean roof height,whichever is smaller,but not less than either 4%of the least horizontal plan-view dimension or 3 feet,as outlined in Figures 30.4-26 and 30.4-2C of ASCE 7-10. 8. For existing decks,fasteners shall be tested in the existing deck for withdrawal resistance in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. A qualified design professional shall review the data for comparison to the minimum requirements for the system. NEMO ETC,LLC Evaluation Report D30800.12.09-R5 for FL9759-R7 Certificate o(Au[horimtian 1132455 6r"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 5:06/05/2018 DECRA Stone Coated Steel Roofing Systems;(951)272-8180 Appendix 1,Page I of 59 ONEMOletc. 9. For installation over a fire barrier and/or existing asphalt shingles,panel fasteners that engage the roof deck shall be of sufficient length to penetrate the underside of the roof deck by not less than 1-inch. 10. Panel fasteners shall be corrosion resistant. 11. The panel attachment configurations for DECRA Tile,Shake or Shingle Plus noted herein call for either four(4)or seven(7)fasteners per panel. Fastener placement for these configurations are outlined below. DECRA Shake y�—MvQ•ti•.'stror Y'•�1ppm r.r•b•sw aaraa;•ov cs[Belm iOCW r•(%CB L'W.4)m Sat Pnt>•+D AvI. ha^t pm of P— Four(4)per Panel Seven(7)per Panel DECRA Tile —i � I' ± f �� f tI +�� `� if �I �3 'I 1• � � �I � 4� II I � Ll _��novo..-«.a..n..«x�,. �cnro.mso(asanBioc,iarz N oB u.a^.'i m mos l7 m-h„,a^Nl e,rrrx Up'em ar peri• part.,,c4 cY+ei Four(4)per Panel Seven(7)per Panel DECRA Shingle Plus t -r •zeo::.t.pc*�a d.w;a, acBM.(•Oen�.gine,on Imre odea+:•o.w eorrt ccnnn or wee'. Four(4)per Panel Seven(7)per Panel NEMO ETC,LLC Evaluation Report D30800.12.09-115 for FL9759-R7 6r"EDITION 201FBC NON-HVHZ EVALUATION Revision 5:06/05/2019 Certificate of Authorization 1132455 7( I DECRA Stone Coated Steel Roofing Systems;(951)272-8180 Appendix 1,Page 2 of 59 ot4 MEMO etc. TABLEB-1: DECRA SHAKE,TILE OR SHINGLE PLUS(OVER ...BA77ENS W/FOUR SCREWS PER PANEL) ••• • CONSTRUCTION, ••• • • System Deck Fire Barrier Battens Panel Attachment MDP No. (See Note 1) /Underlay Type Fasteners Attachment Fasteners Attachment (Psf) Min_15/32"APA Nominal 2 x 2 inch No.9 x 3YV' rated CDX One(in screw at No.8 x min. wood spaced 12- long coated each intersection Four(4)per plywood over 1%"Ion hex 86.0 13. See Note 2 5/8"o.c.for Shake all-purpose g panel wood supports with joists,max. head screws or 14h Inch o.c.for steel exterior 24"o c spaced max.24" Tile or Shingle Plus wood screws O.C. TABLE B-1A:SYSTEM No.13: DECRA SHAKE,TILE OR SHINGLE PLUS(OVER WOOD BATTENS WITH FOUR SCREWS PER PANEL) EXPOSURE B FOR SLOPE RANGE 7°<SLOPE<27'(1.5:12<PITCH<6.1:12) Basic Wind Speed(mph) Mean Roof Height(ft) Roof Pressure Zone KOK 115 120 130 140 150 160 180 200 1 OK OK OK OK OK OK OK OK 2 OK OK OK OK OK OK OK OK 0<h<30 3 OK OK OK OK OK OK NO NO 2 Overhang OK OK OK OK OK OK OK NO 3 Overhang OK OK OK OK NO NO NO NO 1 OK OK OK OK OK OK OK OK OK 2 OK OK OK OK OK OK OK OK NO 30<h<40 3 OK OK OK OK OK OK OK NOFNO 2 Overhang OK OK OK OK OK OK OK OK 3 Overhang OK OK OK OK OK NO NO NO 1 OK OK OK OK OK OK OK OK 2 OK OK OK OK OK OK OK OK 40<h<50 3 OK OK OK OK OK OK NO NO NO 2 Overhang OK OK OK OK OK OK OK NO NO 3 Overhang OK OK OK OK NO NO NO NO NO 1 OK OK OK OK OK OK OK OK OK 2 OK OK OK OK OK OK OK OK NO 50<h<60 3 OK OK OK OK OK OK NO NO NO 2 Overhang OK OK OK OK OK OK OK NO NO 3 Overhang OK OK OK OK NO NO NO NO NO TABLE B-IB:SYSTEM NO.13: DECRA SHAKE,TILE OR SHINGLE PLUS(OVER WOOD BATTENS WITH FOUR SCREWS PER PANEL) EXPOSURE B FOR SLOPE RANGE 27"<SLOPE<45"(6.1:12<PITCH<12:12) Basic Wind Speed(mph) Mean Roof Height(ft) Roof Pressure Zone 110 115 120 130 140 150 160 180 200 1 OK OK OK OK OK OK OK OK OK 0<h<30 2&3 OK OK OK OK OK OK OK OK OK 2&3 Overhang OK OK OK OK OK OK OK OK NO 1 OK OK OK OK OK OK OK OK OK 30<h<40 2&3 OK OK OK OK OK OK OK OK OK 2&3 Overhang OK OK OK OK OK OK OK OK NO 1 OK OK OK OK OK OK OK OK OK 40<h<50 2&3 OK OK OK OK OK OK OK OK OK 2&3 Overhang OK OK OK OK OK OK OK OK NO 1 OKJf OK OK OK OK OK OK OK 50<h<60 2&3 OK OK OK OK OK OK OK OK 2&3 Overhang OK OK OK OK OK OK OK NO Evaluation Report D30800.12.09-RS for FL97S9-R7 NEMO ETC,LLC 6'"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 5:06/05/2018 Certificate of Authorimtion 1132455 Appendix 1,Page 39 of 59 DECRA Stone Coated Steel Roofing Systems;(951)272-8180 PP g NNEMOjetc- TABLE B-1C:SYSTEM NO.13: DECRA SHAKE,TILE OR SHINGLE PLUS(OVER WOOD BATTENS WITH FOUR SCREWS PER PANEL) EXPOSURE C FOR SLOPE RANGE 7°<SLOPE<27°(1.5:12<PITCH<6.1:12) Basic Wind Speed(mph) Mean Roof Height(ft) Roof Pressure Zone 110 115 120 130 140 150 160 180 200 1 OK OK OK OK OK OK OK OK OK 2 OK OK OK OK OK OK OK OK NO 0<h<15 3 OK OK OK OK OK OK NO NO NO 2 Overhang OK OK OK OK OK OK OK NO NO 3 Overhang OK OK OK OK NO NO NO NO NO 1 OK OK OK OK OK OK OK OK OK 2 OK OK OK OK OK OK OK OK NO 15<h<20 3 OK OK OK OK OK NO NO NO NO 2 Overhang OK OK OK OK OK OK OK NO NO 3 Overhang OK OK OK NO NO NO NO NO NO 1 OK OK OK OK OK OK OK OK OK 2 OK OK OK OK OK OKKNO NO NO 20<h<30 3 OK OK OK OK OK NO NO NO 2 Overhang OK OK OK OK OK OK NO NO 3 Overhang OK OK OK NO NO NO NO NO 1 OK OK OK OK OK OK OK OK 2 OK OK OK OK OK OK OK NO NO 30<h<403 OK OK OK OK NO NO NO NO NO 2 Overhang OK OK OK OK OK OK NO NO NO 3 Overhang OK OK OK NO NO NO NO NO NO 1 OK OK OK OK OK OK OK OK OK 2 OK OK OK OK OK OK OK NO NO 40<h<SO 3 OK OK OK OK NO NO NO NO NO 2 Overhang OK OK OK OK OK OK NO NO NO 3 Overhang OK OK NO NO NO NO NO NO NO 1 OK OK OK OK OK OK OK OK OK 2 OK OK OK OK OK OK OK NO NO 50<h<60 3 OK OK OK OK NO NO NO NO NO 2 Overhang OK OK OK OK OK NO NO NO NO 3 Overhang OK OK NO NO NO NO NO NO NO TABLE B-1D:SYSTEM NO.13: DECRA SHAKE,TILE OR SHINGLE PLUS(OVER WOOD BATTENS WITH FOUR SCREWS PER PANEL) EXPOSURE C FOR SLOPE RANGE 27°<SLOPE<45`(6.1:12<PITCH<12:12) Basic Wind Speed(mph) Mean Roof Height(ft) Roof Pressure Zone 110 115 120 130N__150 160 180 200 1 OK OK OK OK OK OKOK OK 0<h<15 2&3 OK OK OK OK OK OK OK OK 2&3 Overhang OK OK OK OK OK OKOK NO 1 OK OK OK OK OK OK OK OK 15<h<20 2&3 OK OK OK OK OK OK OK OK OK 2&3 Overhang OK OK OK OK OK OK OK NO NO 1 OK OK OK OK OK OK OK OK OK 20<h<30 2&3 OK OK OK OK OK OK OK OK OK 2&3 Overhang OK OK OK OK OK OK OK NO NO 1 OK OK OK OK OK OK OK OK OK 30<h<40 2&3 OK OK OK OK OK OK OK OK NO 2&3 Overhang OK OK OK OK OK OK OK NO NO 1 OK OK OK OK OK OK OK OK OK 40<h<SO 2&3 OK OK OK OK OK OK OK OK NO 2&3 Overhang OK OK OK OK OK OK OK NO NO 1 OK OK OK OK OK OK OK OK OK 50<h<60 2&3 OK OK OK OK OK OK OK OK NO 2&3 Overhang OK OK OK OK OK OK NO NO NO Evaluation Report D30800.12.09-R5 for FL9759-R7 NEMO ETC,LLC Certificate ofAuthorizotionl132455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 5:06/05/2018 Q endix 1,Pa e 40 of 59 DECRA Stone Coated Steel Roofing Systems;(951)272-8180 PP g NNEMOjetc. TABLE B-IE:SYSTEM NO.13: DECRA SHAKE,TILE OR SHINGLE PLUS(OVER WOOD BATTENS WITH FOUR SCREWS PER PANEL) EXPOSURE D FOR SLOPE RANGE 7'<SLOPE<27'(1.5:12<PITCH<6.1:12) Basic Wind Speed(mph) Mean Roof Height(ft) Roof Pressure Zone 110 115 120 130 140 150 160 180 200 1 OK OK OK OK OK OK OK OK OK 2 OK OK OK OK OK OK OK NO NO 0<h<15 3 OK OK OK OK NO NO NO NO NO 2 Overhang OK OK OK OK OK OK NO NO NO 3 OverhangVOK OK OK NO NO NO NO NO NO 1 OK OK OK OK OK OK OK OK 2 OK OK OK OK OK OK NO NO 15<h<20 3 OK OK OK NO NO NO NO NO 2 Overhang OK OK OK OK OK NO NO NO 3 Overhang OK NO NO NO NO NO NO NO 1 OK OK OK OK OK OK OK OK OK 2 OK OK OK OK OK OK OK NO NO 20<h<30 3 OK OK OK OK NO NO NO NO NO 2Overhang OK OK OK OK OK NO NO NO NO 3 Overhang OK NO NO NO NO NO NO NO NO 1 OK OK OK OK OK OK OK OK OK 2 OK OK OK OK OK OK NO NO NO 30<h<40 3 OK OK OK NO NO NO NO NO NO 2 Overhang OK OK OK OK OK NO NO NO NO 3 Overhang OK NO NO NO NO NO NO NO NO 1 OK OK OK OK OK OK OK OK OK 2 OK OK OK OK OK OK NO NO NO 40<h<50 3 OK OK OK NO NO NO NO NO NO 2 Overhang OK OK OK OK OK NO NO NO NO 3 Overhang NO NO NO NO NO NO NO NO NO 1 OK OK OK OK OK OK OK OK NO 2 OK OK OK OK OK OK NO NO NO 50<h<60 3 OK OK OK NO NO NO NO NO NO 2 Overhang OK OK OK OK NO NO NO NO NO 3 Overhang NO I NO NO NO NO NO NO NO I NO TABLE B-1F:SYSTEM NO.13: DECRA SHAKE,TILE OR SHINGLE PLUS(OVER WOOD BATTENS WITH FOUR SCREWS PER PANEL) EXPOSURE.D FOR SLOPE RANGE 27'<SLOPE<45'(6.1:12<PITCH<12:12) Basic Wind Speed(mph) Mean Roof Height(ft) Roof Pressure Zone 110 115 120 130 140 150 160 180 200 1 OK OK OK OK OK OK OK OK OK O<h<15 2&3 OK OK OK OK OK OK OK OK NO 2&3 Overhang OK OK OK OK OK OK OK NO NO 1 OK OK OK OK OK OK OK OK OK 15<h!<20 2&3 OK OK OK OK OK OK OK OK NO 2&3 Overhang OK OK OK OK OK OK OK NO NO 1 OK OK OK OK OK OK OK OK OK 20<h<30 2&3 OK OK OK OK OK OK OK OK NO 2&3 Overhang OK OK OK OK OK OK NO NO NO 1 OK OK OK OK OK OK OK OK NO 30<h<40 2&3 OK TOKOKOK OK OK OK OK NO 2&3 Overhang OK OK OK OK NO NO NO 1 OK OK OK OKOK OK NO 40<h<50 2&3 OK OK OK OK OK NO NO 2&3 Overhang OK OK OK NO NO NO NO OK OK OK OK OK OK NO 50<h<60 2&3 OK OK OK OK OK OK OK NO NO 2&3 Overhang OK OK OK OK OK NO NO NO NO NEMO ETC,LLC Evaluation Report D30800.12.09-R5 for FL9759-R7 CertifcoreofAuthorization#32455 6r"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 5:06/05/2018 DECRA Stone Coated Steel Roofing Systems;(951)272-8180 Appendix 1,Page 41 of 59 NNEMOletc. i TABLEB-2: DECRA SHAKE,TILE OR SHINGLE PLUS(OVER ...BATTENS WITH SEVEN SCREWS PER PANEL) WOOD DECKS-NEW CONSTRUCTION,REROOF(TEAR-OFF) System Deck Fire Barrier Battens Panel Attachment MDP No. (See Note 1) /Underlay Type Fasteners Attachment Fasteners Attach (Psf) Nominal 2 x 2 At Joists:No.9 x 3%"long At Joists:Two(2) Min.15/32"APA inch wood coated all-purpose steel screws at each No.8 x rated CDX spaced 12-5/8" exterior wood screws intersection with min.134" Seven(7) plywood over See Note 2 o.c.for Shake or Between Joists:No.8 x joists,max.24"o.c. long hex per -153.5 14. ,Hood supports 14h-inch o.c.for 2y,"long coated all- Bytown Joists:One head panel spaced max.24" Tile or Shingle screws g purpose steel exterior (1j screw between O.C. Plus wood screws joists. TABLE B-2A SYSTEM NO.14: DECRA SHAKE,TILE OR SHINGLE PLUS OVER WOOD BATTENS WITH SEVEN SCREWS PER PANED EXPOSURE B FOR SLOPE RANGE 7°<SLOPE<27°(1.5:12<PITCH<6.1:12) Basic Wind Speed(mph) Mean Roof Height(ft) Roof Pressure Zone 110 115 120 130 140 150 160 180 200 �— 1 OK OK OK OK OK OK OK OK OK 2 OK OK OK OK OK OK OK OK OK 0<h<30 3 OK OK OK OK OK OK OK OK OK 2 Overhang OK OK OK OK OK OK OK OK OK 3 Overhang OK OK OK OK OK OK OK OK NO 1 OK OK OK OK OK OK OK OK OK 2 OK OK OK OK OK OK OK OK OK 30<h<40 3 OK OK OK OK OK OK OK OK OK 2 Overhang OK OK OK OK OK OK OK OK OK 3 Overhang OK OK OK OK OK OK OK OK NO 1 OK OK OK OK OK OK OK OK OK 2 OK OK OK OK OK OK OK OK OK 40<h<50 3 OK OK OK OK OK OK OK OK OK 2 Overhang OK OK OK OK OK OK OK OK OK 3 Overhang OK OK OK OK OK OK OK OK NO 1 OK OK OK OK OK OK OK OK OK 2 OK OK OK OK OK OK OK OK OK 50<h<60 3 OK OK OK OK OK OK OK OK OK 2 Overhang OKOK OK OK OK OK OK OK OK 3 Overhang OK OK OK OK OK OK OK NO NO TABLE B-2B:SYSTEM No.14: DECRA SHAKE,TILE OR SHINGLE PLUS(OVER WOOD BATTENS WITH SEVEN SCREWS PER PANED EXPOSURE B FOR SLOPE RANGE 27°<SLOPE<45`(6.1:12<PrTCH<12:12) Roof Pressure Basic Wind Speed(mph) Mean Roof Height(ft) Zone 110 115 120 130 140 150 160 180 200 1 OK OK OK OK OK OK OK OK OK 0<h<30 2&3 OK OK OK OK OK OK OK OK OK 2&3 Overhang OK OK OK OK OK AKO OK OK OK OK OK OK OK OK OK 30<h<40 2&3 OK OK OK OK OK OK OK 2&3 Overhang OK OK OK OK OK OK OK OK OK OK OK OK OK OK 40<h<50 2&3 OK OK OK OK OK OK OK 2&3 Overhang OK OK OK OK OK OK OK OK OK 1 OK OK OK OK OK OK OK OK OK 50<h<60 2&3 OK OK OK OK OK OK OK OK OK 2&3 Overhang OK OK OK OK OK OK OK OK OK NEMO ETC,LLC Evaluation Report D30800.12.09-RS for FL9759-R7 Certificate of Authorization#32455 61"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 5:06/05/2018 DECRA Stone Coated Steel Roofing Systems;(951)272-8180 Appendix 1,Page 42 of 59 ON EMO I etc. TABLE B-2C:SYSTEM NO.14:DECRA SHAKE,TILE OR SHINGLE PLUS(OVER WOOD BATTENS WrrH SEVEN SCREWS PER PANEL) EXPOSURE C FOR SLOPE RANGE 7'<SLOPE<27'(1.5:12<PIT[H<6.1:12) Basic Wind Speed(mph) Mean Roof Height(ft) Roof Pressure Zone 110 11S 120 1 130 140 150 160 180 200 1 OK OK OK OK OK OK OK OK OK 2 OK OK OK OK OK OK OK OK OK 0<h<15 3 OK OK OK OK OK OK OK OK OK 2 Overhang OK OK OK OK OK OK OK OK OK 3 Overhang OK OK OK OK OK OK OK NO NO 1 OK OK OK OK OK OK OK OK OK 2 OK OK OK OK OK OK OK OK OK 15<h<20 3 OK OK OK OK OK OK OK OK NO 2 Overhang OK OK OK OK OK OK OK OK OK 3 Overhang OK OK OK OK OK OK OK NO NO 1 OK OK OK OK OK OK OK OK OK 2 OK OK OK OK OK OK OK OK OK 20<h<30 3 OK OK OK OK OK OK OK OK NO 2 Overhang OK OK OK OK OK OK OK OK OK 3 Overhang OK OK OK OK OK OK OK NO NO 1 OK OK OK OK OK OK OK OK OK 2 OK OK OK OK OK OK OK OK OK 30<h<40 3 OK OK OK OK OK OK OK OK NO 2 Overhang OK OK OK OK OK OK OK OK OK 3 Overhang OK OK OK OK OK OK OK NO NO 1 OK OK OK OK OK OK OK OK OK 2 OK OK OK OK OK OK OK OK OK 40<h<50 3 OK OK OK OK OK OK OK OK NO 2 Overhang OK OK OK OK OK OK OK OK OK 3 Overhang OK OK OK OK OK OK NO NO NO 1 OK OK OK OK OK OK OK OK OK 2 OK OK OK OK OK OK OK OK OK 50<h<60 3 OK OK OK OK OK OK OK NO NO 2 Overhang OK OK OK OK OK OK OK OK OK 3 Overhang OK OK OK OK OK OK NO NO NO TABLE B-21):SYSTEM NO.14:DECRA SHAKE,TILE OR SHINGLE PLUS(OVER WOOD BATTENS WTTHSEVEN SCREWS PER PANEL) EXPOSURE C FOR SLOPE RANGE 27'<SLOPE<45'(6.1:12<PITCH<12:12) Basic Wind Speed(mph) Mean Roof Height(ft) Roof Pressure Zone 110 115 120 130 140 150 160 180 200 1 OK OK OK OK OK OK OK OK OK 0<h<15 2&3 OK OK OK OK OK OK OK OK OK 2&3 Overhang OK OK OK OK OK OK OK OK OK 1 OK OK OK OK OK OK OK OK OK 15<h<20 2&3 OK OK OK OK OK OK OK OK OK 2&3 Overhang OK OK OK OK OK OK OK OK OK 1 OK OK OK OK OK OK OK OK OK 20<h<30 2&3 OK OK OK OK OK OK OK OK OK 2&3 OverhangOK OK OK OK OK OK OK OK OK 1 OK OK OK OK OK OK OK OK OK 30<h540 2&3 OK OK OK OK OK OK OK OK OK 2&3 Overhang OK OK OK OK OK OK OK OK OK 1 OK OK OK OK OK OK OK OK OK 40<h<50 2&3 OK OK OK OK OK OK OK OK OK 2&3 Overhang OK OK OK OK OK OK OK OK OK 1 OK OK OK OK OK OK OK OK OK 50<h<60 2&3 OK OK OK OK OK OK OK OK OK 2&3 Overhang OK OK OK OK OK OK OK OK OK NEMO ETC,LLC Evaluation Report D30800.12.09-R5 for FL9759-R7 CertificoteofAuuarizorion#32455 6TM EDITION(2017)FBC NON-HVHZ EVALUATION Revision 5:06/05/2018 DECRA Stone Coated Steel Roofing Systems;(9S1)272-8180 Appendix 1,Page 43 of 59 ONEMOjetc. TABLE B-2E:SYSTEM No.14: DECRA SHAKE,TILE OR SHINGLE PLUS(OVER WOOD BATTENS WITH SEVEN SCREWS PER PANEL) EXPOSURE D FOR SLOPE RANGE 7'<SLOPE<Zr(1.5:12<PITCH<6.1:12) Basic Wind Speed(mph) Mean Roof Height(ft) Roof Pressure Zone 110 115 120 130 140 150 160 180 200 1 OK OK OK OK OK OK OK OK OK 2 OK OK OK OK OK OK OK OK OK 0<h<15 3 OK OK OK OK OK OK OK OK NO 2 Overhang OK OK OK OK OK OK OK OK OK 3 Overhang OK OK OK OK OK OK OK NO NO 1 OK OK OK OK OK OK OK OK OK 2 OK OK OK OK OK OK OK OK OK 15<h<20 3 OK OK OK OK OK OK OK OK NO 2 Overhang OK OK OK OK OK OK OK OK OK 3 Overhang OK OK OK OK OK OK NO NO NO 1 rOK OK OK OK OK OK OK OK OK 2 OK OK OK OK OK OK OK OK 20<h<30 3 OK OK OK OK OK OK NO NO 2 Overhang OK OK OK OK OK OK OK NO 3 Overhang OK OK OK OK OK NO NO NO 1 OK OK OK OK OK OK OK OK 2 OK OK OK OK OK OK OK OK 30<h<40 3 OK OK OK OK OK OK OK NO NO 2 Overhang OK OK OK OK OK OK OK OK NO 3 Overhang OK OK OK OK OK NO NO NO NO 1 OK OK OK OK OK OK OK OK OK 2 OK OK OK OK OK OK OK OK OK 40<h<50 3 OK OK OK OK OK OK OK NO NO 2 Overhang OK OK OK OK OK OK OK OK NO 3 Overhang OK OK OK =OK OK NO NO NO NO 1 OK OK OK OK OK OK OK OK OK 2 OK OK OK OK OK OK OK OK OK 50<h<60 3 OK OK OK OK OK OK OK NO NO 2 Overhang OK OK OK OK OK OK OK OK NO 3 Overhang OK OK OK OK OK NO NO NO NO TABLE B-2F:SYSTEM NO.14:DECRA SHAKE,TILE OR SHINGLE PLUS(OVER WOOD BATTENS WTrH SEVEN SCREWS PER PANEL) ExPOSURE D FOR SLOPE RANGE 27'<SLOPE<45'(6.1:12<PITCH<12:12) Basic Wind Speed(mph) Mean Roof Height(ft) Roof Pressure Zone 110 115 120 130 140 150 160 180 200 1 OK OK OK OK OK OK OK OK OK 0<h<15 2&3 OK OK OK OK OK OK OK OK OK 2&3 Overhang OK OK OK OK OK OK OK OK OK 1 OK OK OK OK OK OK OK OK OK 15<h<20 2&3 OK OK OK OK OK OK OK OK OK 2&3 Overhang OK OK OK OK OK OK OK OK OK 1 OK OK OK OK OK OK OK OK OK 20<h<30 2&3 OK OK OK OK OK OK OK OK OK 2&3 Overhang OK OK OK OK OK OK OK OK OK 1 OK OK OK OK OK OK OK OK OK 30<h<40 2&3 OK OK OK OK OK OK OK OK OK 2&3 Overhang OK OK OK OK OK OK OK OK OK 1 OK OK OK OK OK OK OK OK OK 40<h<50 2&3 OK OK OK OK OK OK OK OK OK 2&3 Overhang OK OK OK OK OK OK OK OK NO 1 OK OK OK OK OK OK OK OK OK 50<h<60 2&3 OK OK OK OK OK OK OK OK OK 2&3 Overhang OK OK OK OK OK OK OK OK NO NEMO ETC,LLC Evaluation Report D30800.12.09-115 for FL9759-117 Certificate of Authorization#32455 671 EDITION(2017)FBC NON-HVHZ EVALUATION Revision 5:06/05/2018 DECRA Stone Coated Steel Roofing Systems;(951)272-8180 Appendix 1,Page 44 of 59 � I ,�: _r - ` ry Ai 4 �{ -- plpp�l is Preparation for Panel Installation: Set the top front edge of the Starter Batten must be first batten flush at the edge of the fascia board parallel with the ridge. parallel with the ridge. Install 2 x 2 nominal size battens in standard grade lumber using a 16d minimum common nail or equivalent at a maximum of 24"on center Diagram 1 into rafters (See diagram 1). Install 2 x 2's at hips. Batten spacing will be determined by the panel profile, see chart below. y BATTEN SPACING DECRA PANEL 12-5/8" DECRA Shake —� 14-1/2" DECRA Tile Adjust NOTE:BATTEN SPACING IS MEASURED FROM placement of ` ! first hattPn to Starter Batten(2 x 2) rRON 1 Ur HAI-1 EN IU rRUN 1 Ur NEX1 HAI I EN AS YOU GO UP THE ROOF. SEE DIAGRAMS BELOW. accommodate uneven fascia. Diagram 2 Check batten spacing LBaftener Jfor accuracy every few rows IIwith tape measure. II - Note:Additional fasteners are required for battens in high _ wind areas per local code. Starter Batten(2 x 2) Counter Battens and Battens: Use counter battens when installing over an irregular surface or skip/spaced sheathing (See diagram 2). Batten Spacer w/CounterV1 Position 1 x 4 counter battens over the framing members (or no more Battens&Battens than 24"on center) and secure using a minimum 16d common nail or equivalent into rafters or through sheathing 7"on center. Proceed with batten installation as described above. Steel Hat Sections: As an alternative to wood battens, steel hat section purlins can be used. 20 gauge thick Different configurations of lighter and heavier gauge � batten suitable purlins can be used for various rafter spans. Fasten ' t�2" 1 � for rafters up to steel hat section through to ratters using minimum j 4' on center. two#9 Hex (1/4"diameter) x 1-l/2" long screws at each hat section to rafter intersection. Fasten panels us Hex(1/4'diameter)x'-'/2''°^9 screw using minimum#9 Hex (1/4"diameter)x 1-1/2" long corrosion resistant screws. Fascia Metal Flashing: Flashing is required along the fascia to cover the build up at the first batten. CtnnP rnsted Fascia Metal is avnilahie in 3.5"and _" . exposures in all colors. a o Installation with Battens-DECRA Tile&DECRA Shake www.decra.com 02/18 Panel Layout: Lay full panels starting with the first full course down from the ridge. Fasten the first course along back flange. Start laying the panels by tucking them under the upper panels. DECRA Tile panels DO NOT rack panels (DO should be staggered sideways a minimum of one pan. DECRA Shake NOT line them vertically up panels should be staggered to create an irregular appearance. The Tile and the roof) or use even panel Shake panels can be laid either right to left or left to right depending on offsets that will detract from what looks best when viewing the roof. The overlapping panel must cover the appearance of the root. the overlap channel.After laying three courses, begin fastening through the nose of the panel, working down the roof. See Fastening Panels with Do Not Make A Pattern. Battens (Below). Fastening Panels: Panels are fastened to wood battens with a minimum of four 8d corrosion resistant common nails or four minimum#9 Hex (1/4" diameter)x 1-1/2"long corrosion resistant screws(color coordinated). Screws should be used in freeze/thaw areas. One fastener is placed near the bottom on the downturn of the panel 1"from the overlapped edge. The remaining fasteners are evenly spaced across the panel. Care must be taken while fastening to avoid striking the finished panel surfaces. Damaged surfaces can be refinished by using a Touch-Up Kit.Apply the acrylic coating to the affected area followed by embedding it with matching stone granules. Touch-Up Kits are available from DECRA Roofing Systems. (Cover this area L, ..L�Ic pthe left. Fasten lap through boft'hh panels n�prJan I_//'U A I I_�nd.ri.p Fastener posltlons ca_stener Positions Apply downward pressure to "seat" panel when fastening. 02/18 www.decra.com Installation with Battens-DECRA Tile&DECRA Shake Closed Valley y Find and establish the center of the valley by either snapping a line or following existing center rib.After valley flashin as been fit and secured into the valley area, start one side of the valley by measuring, cuttin e, ending and installing panels as accurately as ssible to create a clean straight line. Next, measure, cut and bend panels to fill in the other side of the valley. Make sure these panels meet the opposing side of the valley. The panels from the two sides of the valley should fit as closely as S possible and the line between the should run straight up the valley Notch nose of panels erminating ll in a closed valley to ccommodate / the width of e valley. Rake/Gable: when installing Tile or Shake along the rake/gable and finishing it with Hip & Ridge, run a 2 x 2 vertically along the rake. Position the 2 x 2 vertically just back from the edge of the rake to accommodate the proper look and fit of the Hip & Ridge pieces. In a batten installation the 2 x 2 will sit on top of the battens. Bring the panel up to the 2 x 2 and bend the panel up 1-1/2".At fascia, cover the open end of Hip & Ridge with appropriate End Cap. See Hip & Ridge Section (Page IS). WANQ%Q . ° s Fascia 02/18 www.decra.com Installation with Battens-DECRA Tile&DECRA Shake