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HomeMy WebLinkAboutMisc Letters (2) EXTERIOR RESEARCH&DESIGN,I.I.C. Certificate of Authorization//9503 TTRINITYI 353 Christian Street ERD oxford,CT 06478 PHONE:(203)262-9245 FAX:(203)262-9243 EVALUATION REPORT DECRA Roofing Systems,Inc. Evaluation Report D30800.12.09-113 1230 Railroad Street, FL9759-R5 Corona,CA 92882 Date of Issuance:12/17/2009 Revision 3:04/16/2015 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. The product described herein has been evaluated for compliance with the 5th Edition(2014)Florida Building Code sections noted herein. DESCRIPTION: DECRA Stone Coated Steel Roofing Systems I LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E.if the product changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 4,plus a 20-page Appendix. Prepared by: "'ILE r 0 Y Robert J.M.Nieminen,P.E. ? r L..+� raj Thefacsimile seal appearing was authorized by Robert Nieminen, P.E.on04/16/2015.This does not serve as an electronically signed � JJ!uragrnsa Florida Registration No.59166,Florida DCA ANE1983 �^, s document.Signed,sealed hardcapies have been transmitted to the Product Approval Administrator and to the named cllerit CERTIFICATION OF INDEPENDENCE: 1. Exterior Research&Design,LLC.d/b/a Trinity ERD does not have,nor does it intend to acquire or will it acquire,a financial interest in any company manufacturing or distributing products it evaluates. 2. Exterior Research & Design, LLC. d/b/a Trinity I 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 I ERD nor Robert Nieminen, P.E.are, in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. HAWVTV r.Ii O Professional Engineer PE-Ml 7205 Elyse Circle Port St Lucie,IFL 34952-3212 Fax(772)489-3035 I rTRINI-FYIERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Non-Structural Metal Roofing Compliance Statement: DECRA Stone Coated Steel Roofing Systems,as produced by DECRA Roofing Systems,Inc.,have demonstrated compliance with the following sections of the 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 2004 1504.3.1 Wind UL 580 2006 1518.9.1,1523.6.5.2.4.1 Wind TAS 125 2003 3. REFERENCES: Knfty Examination Reference Date UL(TST 1740) Wind Uplift 06NK07480 04/12/2006 I UL(TST 1740) Wind Uplift 06NK17480 04/13/2006 UL(TST 1740) Wind Uplift 06NK07480 05/02/2009 Metal suppliers Metal Physicals Mill Certs Current UL LLC(QUA 9625) Quality Assurance Inspection Report,R14710/2QA 03/19/2015 4. PRODUCT DESCRIPTION: The following DECRA non-structural metal roof panels are mechanically attached to Approved substrate,as outlined in the Limitations/ Conditions of Use herein. ➢ DECRA Shake are 0.0179-inch thick aluminum-zinc alloy coated,formed steel panels with a ceramic coated stone granular finish 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. DECRA Shake(installed on battens) Back F nge Fattopr Edge Overlap ' - -` Channel Factory Edge-�a Nose Mld Pan Keyway Installed Exposure: 12-5/8"x 51" �rlapp Panels per Square: 22.4 Installed Weight: 1501bs./sq. I Exterior Research and Design,U.C. Evaluation Report D30800.12.09-113 Certificate of Authorization N9S03 FL9759-RS Revision 3:04/16/2015 Page 2 of 4 TRINITY J ERD ➢ DECRA Tile are 0.0179-inch thick aluminum-zinc alloy coated,formed steel panels with a ceramic coated stone granular finish that are mechanically attached to batten systems over approved roof decks. DECRA Tile measures 16%:x 52 inches with installed exposure of 14'/:x 50 inches. DECRA Tile(installed on battens) Pans `.M Factory Edge Back Flange '� � �� �^,.�'" ""��-`'4 1e %4ti 4 � F `�,;;; a @ ¢ �' Cam•W Overlap r - Nose Channel Facto Ed rY v Mid Pan Keyways Installed Exposure: 14-1/2"x 50" 9 a �-, ,�. Overla Panels per Square: 20 Channel Installed Weight: 15.0 lbs./sq. ➢ DECRA Shingle Plus are 0.017-inch thick aluminum-zinc alloy coated,formed steel panels with a ceramic coated stone granular finish that are mechanically attached to batten systems over approved roof decks. Shingle Plus measures 17'/:x 52 inches with installed exposure of 14'/:x 50 inches. DECRA Shingle Plus(installed on battens) Back Flange Nctdry Edge Installed Exposure: 14-1/2"x 50" Factory Edge Nose Panels per Square: 20 Overlap Installed Weight: 150 lbs./sq. Channel 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen,P.E.are,in anyway,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 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 The minlmum roof slope per manufacturer's installation instructions is 3:12. Slope shall not be less than that set forth in FBC 1507.5.2. See 5.3.1 below. 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 Stone Coated Steel Roofing Systems may be installed below 3:12 roof slope atop the Approved roof system,provided the applicable attachment requirements for the ste p dix 1 are maintained. 5.5 Sheet materials used to produce the panels shall comply with FBC Section 1507.5.5. F1 Exterior Research and Design,I.I.C. Evaluation Report D30800.12.09-R3 Certificate of Authorization#9503 FL9759-RS Revision 3:04/16/2015 Page 3 of 4 QOTRINITYJERD 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 AHJ. 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. 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 the F.A.C.Rule 61G20-3. 6. INSTALLATION: 6.1 DECRA Stone Coated Steel 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. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. S. MANUFACTURING PLANTS: Contact the named QA entity for manufacturing facilities covered by F.A.C.Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625;(414)248-6409;karen.buchmann@us.ul.com -THE 20-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT- L C i I ' I ' Exterior Research and Design,I.I.C. Evaluation Report D30800.12.09-R3 Certificate of Authorization A9503 FL9759-RS Revision 3:04/16/2015 Page 4 of 4 Q0TmN1TYJERD �r.�-x a��trls«v"'�saL�-axaos•'-9 z+:c-� :�y+�_ksaaw•' r.npr�7,;ti.:Sr�nn*5+;,+^sr.<•»�..,yt� ,cra,l�o,�*;ra'k.� " A.'w�*� `q"y�i'a`'r'a�."�..-''. �,yt_.a t 3�' �' APPENDIX 1'ATTACHMENT REQsUIREMENTS FOR DESIGN WIND PRESSURE RE5157ANCE+��4�� �u>«'w �r r�v`.a�y�.,ii.�"'�c,.M�.a�'�^.}sa�l,2`., y�-���'�7n Table Application Method System MDP(Max Design Pressure) Page A-1 Wood Battens w/Four(4)Screws per Panel 1 -86.0 psf 3-5 A-2 Wood Battens w/Seven(7)Screws per Panel 2 -153.6 psf 6-8 B-1 Steel Battens w/Four(4)Screws per Panel 3 -59.75 psf 9-11 B-2 Steel Battens w/Seven(7)Screws per Panel 4 -116.0 psf 12-14 C-1 Wood Counter-Battens w/Four(4)Screws per Panel 6 -78.5 psf 15-17 C-2 Wood Counter-Battens w/Seven(7)Screws per Panel 7 -146.0 psf 18-20 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 AHJ. 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 meet 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. 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. 5. 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(Kt=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 30.4-28 and 30.4-2C of ASCE 7-10. P _ n 1 1 1 1 a i f - I J 1aa � . 1 1 , , 1 % 1 I 1 1 � •' ; 1 1 I I , '• 1� • � I 1 �_. _ Its -1-au---a-)- I_1 B. For existing decks,fasteners shall be tested in the existing deck for withdrawal resistance in accordance with TAS 105 or ANSI/SPRI FX-1. A qualified design professional shall review the data for comparison to the minimum requirements for the system. 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. FILE (;UPY 7 Exterior Research and Design,LLC.d/b/a Trinity)ERD Evaluation Report D30800.12.09-R3 for 171.9759-115 Certificate of Authorization#9503 Revision 3:04/16/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 1 of 20 NTINITYIERD 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 Tile k k r f.r,,:ww,�,:.x .a,�r�.r.i'..,a��^S�:.ofw�'3,aa�w..,'ii•.a.s...:.,.ii�cr:._.�J,�x�..�'=.�..��uc�=-ss-w";•.ra�r,..� `�ih.w e-�'�=...<S�.,:a`:..e.'b,�rr+.�.<s�,....,_.w�wS.��.;cwb.cti.^>t'N r It I i i MP�a4 raerreuew ApptmFnW hatm lodan ( �Ma�mCml ppprhlpnagonhri R2 Four(4)per Panel Seven(7)per Panel i `� •f... .-.Y�t + �A '-- • _ t9 � a DECRAShake - 7 r--+E .�.^i .�vr .J � Y 's;. t�-�.'. I r/ m , m r IMIT L� I, I I I be— >R+r pa6mdpe�t rratl P�'�dP pe+^tIm Four(4)per Panel Seven(7)per Panel t -. :) t`Yi• 'r';� r -'"�r -at�H�YS 7.. , Y.x`a .+ ce 0.;c,' ""_.�., w.su}.T,i*�.Lti'I�'+'. ,�, Yt'�r're.;r�+h ,z��. r-�...�xr t-•2'.ti s a r'4'_3ir( �y-'{;ry..DECRAShin .?,.:=.,,. c 's:: }L�._4 :h.✓xZ.z :� Wr.: r�.,�„S-c �z� 411h IlIWNMlh! )lIIIrI lUl it_Illrll Ill is hl i(!III I 111 111f lllr 'I'I hlIII'I �1111Gfil)i l !;!:a' i (I'!I"9 F! r I 'I L 1 71 !it 41 III i II I ' I���lIII� I� I �� I I�l ,I�• Appoenw rw.ir trmi posmq apru °" =1 Pp.rya p.ry an trorn Dorton d p.rt Four(4)per Panel Seven(7)perPanel W L Exterior Research and Design,LLC.d/b/a Trinity ERD Evaluation Report D30800.12.09-113 for FL9759-RS Certificate of Authorization#9503 Revision 3:04/16/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 2 of 20 QOTRINITYIERD Battens Panel Attachment System No. Deck Fire Barrier/ MDP(psf)(See Note 1) Underlay Type Fasteners Attachment Fasteners Attachment At Joists:No.9 x 3A" long coated all At Joists:Two(2) purpose steel screws at each Min.15/32"APA Nominal 2 x 2Inch wood exterior wood rated CDX plywood spaced 12-5/8"o intersection with screws No.8 x min.1Y.' .c.for Joists,max.24"o.c. Seven(7)per 2- See Note 2 over wood supports Shake or 14Y Inch o.c. Btwn Joists:No.8 X long hex head panel -153.5 spaced max.24"o.c. for Tile or Shingle Plus 2/"long coated all Btwn Joists:One(1) screws purpose steel screw between Joists. exterior wood screws 'TABLEA2ASYSTEMNO.2'DECRASHAKE;TILE6RSHiNGIEPLUS(OVERWO60BATIENSW?HSEVENSCREWSPERPANEL) �v.....xtra.rrrMr..ri5'sr-c; .s9a;:..sy3+.., h of f'•t` -k..x �p t,�r r ` 4,�'+� `� .Via ` s` t_ 1,,;,..tt'�•rF .EXPOSURES FOR SLOPE RANGE7n<SLOPE<27,(1.5:12<PR(H<6.1:12)�,..: _� e;z, .._:�;..... �'rr„�F�uFa�w:f, ,a�� 7 wr;o,:-•,�-.-4 :h:�a. .....:.�r_L,a Mean Roof Height(ft) Roof Pressure Zone Basic Wind Speed(mph) PO;K 115 120 130 140 250 160 180 200 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 OK OK 2 Overhang OK OK OK OK OK OK OK OK 3 OverhangK 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 2Overhang 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 2Overhang 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 2Overhang OK OK OK OK OK OK OK OK OK 3 Overhang' OK OK OK OK OK OK OK NO NO ATAeLEA2B SYSTEMNd.2'DECRASNAKE,TILEORSNIN PPLL6ifOVERW000BATkFVSW?HSEVENSCRk PERPANEL) ry f--i�- ^ r,M a yt }^ �1T ;EXPOSURE B FOR SLOPE RANGE 27; Basic Wind Speed(mph),-'.,.,sr`ue.F�.:i.x.:�:' .� -,�''>:i*k,at.�r+-�s.�,;•s�',x� .z..c�'i,�,'�.�_` I 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 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 2St3Overhang 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 FILL Uup 'Y , I Exterior Research and Design,LLC.d/b/a Trinity ER Evaluation Report D30800.12.09-R3 for FL9759-RS Certificate of Authorization#9503 Revision 3:04/16/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 6 of 20 i1-7 �CaCt�e,�• SY�C�— ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED J Date: /• T' / Permit Number: / /e� ©/- 12OC? Building Permit Application JAN ` 4 2017 Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue,Fort Pierce FL 34982 Phone:(772)462-1553 Fax: (772)462-1578 Commercial Residential PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line PROPS®SED'IMPR,OVEME.NT:LO CAT IDN: Address: a4y0 LJ Midw P-1- Diu f- 341Y( Legal Description: (J1,%Ac. Gd-y s/0 os--�5 AO w- loo eta- of Lod- 116 L�--" til aG"fi fta Less ce�rla� Property Tax ID#:3403- SOa-Q(63-0040-4 Lot No. Site Plan Name: ' Block No. Project Name: ft3,.A V-e6 Setbacks Front Back: Right Side: Left Side: DET�ALED;DESCRIPTIO,N"OF-WORK: — "' �' '`" kx � 4s k �he� 1nS 11 A Vle&M `Q-CCAn Ce�o� _. . . .. ] Vs ll G J-1J 3! CONSTRUCTI®,N`IN .911 ATION ,2-� " ; fi • s � Additional work to be pertormed under this permit-check all that apply: i _HVAC _Gas Tank _Gas Piping _Shutters _Windows/Doors _Electric _Plumbing _Sprinklers _Generator _Roof Roof pitch Total Sq.Ft of Construction: $M Sq. Ft.of First Floor:- Cost of Construction:$ Utilities: —Sewer _Septic Building Height: )Z 1, OW=NER/L ES­SEE:_ CONTRACTOR: Name Name: Q kcna"✓moo Lam Address: 3cfgo 0 Wlo'wc.�& Company: 0c-kt-g4Dor'1V19 S(zIV410A! IP7r- City: ko 'QACffC'y- State: ('k- Address: 1S'ia $C l fylWIn rlv.r- Zip Code: 3�qY( Fax: City: ShUaY--�- State: F(_ I Phone No. Zip Code:3 4g4 A Fax: E-Mail: Phone No. `4 L- 403-3kO 1 Fill in fee simple Title Holder on next page(if different E-Mail:_ Ganz. from the Owner listed above) State or County License: C' c.13?�033 I . i If value of construction is$2500 or more,a RECORDED Notice of commencement is required. i I SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION:" DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone: Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St.Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit,I do hereby agree that I will,in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use 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 jobsite before the first inspection. If you intend to obtain financing,consult with lender or an attorney before commencing work or recording our Notice of Commencement. �� s ignature o er/Le Contractor as Agent for Owner ature of Contract 'c older STATE OF FLORIDA STATE OF FLORIDA COUNTY OF iN 001✓I COUNTY OF ft f y1 The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me this R% day of QREQKb� 20 i 9 by this Q—S' day of(1 RC&7►b4?/1(_ 20 t,�_ by `-1C4l�� Lema, 9 cagy' b?AM (Name of pers n acknowledging) (Name of perso acknowledging) Signature of Notary Public-State of Florida) (Signature of Notary Public-State of Florida) PersonallyKnown OR Produced Identification Personally Known OR Produced Identification Y Type of Identificati n Produced Type of Identificati n Produced Commission No. (Seal) Commission No. (Seal) MYCOMMISSION;tFF062929 =+` +: MY COCOM ISSION#FF 062929 Revised07/15/2014 EXPIRES:October 29,2017 = 'g`s EXPIRES:October29,2017 Bonded Thru Wpm&blin I Im—'u Bonded Thru Notary Public Undengaem REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE i COMPLETE INITIALS 1JOSEPH E. SMITH, CLERK Or MEE CIACUIZ: COURT - SAINT LUC_IE COUNTY FILE # 4263663 OR BOOK . 9 PAGE 1399, Recorded 01/1' 2017 08:44:27 AM NOTICE OF COMMENCEMENT Permit No. Tax Folio N }03'SC�2 CxaD3�f7—�] i State of Florida County of St.Lucie The undersigned hereby gives notice that Improvement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes, the following information is provided in this Notice of Commencement. Legal Description f o rty: and street a ress if available}: �,l f Ale- Cia•'c 510 Ck"3t;40W too 0►- t�fr io q6 W3 IV 76-?.. General description of improvement: rGZ i Owner inf anon or lessee information If the Lessee contracted for the Improvement: ! Name Address W[11!jdrUXWlQ L Interest In property:4:�j Y Name and address of fee simple titleholder(if different from Owner listed above): Contractor's Name: Contractor Address: Phone Number: Surety(if applicable,a copy of the payment bond is attached):Amount of bond:$ — i Name and address: Phone number: Lender Name: Phone Number: Lenders address: -� Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713 11)(a)7.,Florida Statutes: Name: Phone Number: Address: In addition to himself or herself,Owner designates — of to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b);Florida Statutes. Phone number of person or entity designated by owner: Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor,but will be 1 year from the date of recording unless a different date is specified) WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART 1,SECTION 713.13,FLORIDA STATUTES,AND CAN 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 INSPECTH)N.IFYOU INTEND TO OBTAIN FINANCING;CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perju I declare that I have read the f ing notice of commencement and that the facts stated therein are true to the best of myknowledgean elief. STATE OF FLORIDA ST.LUQIE COUNTY i (Signature of Owner or Lessee,or Owner's or Lessee's Authorized Officer/Director/Pa 27 nage;t TiFY THAT THI S A TND CORRECT COPY T Cl 1':n 2 yn ° (Signatory'sTltle/Office) { / J $ p 1lH CLE _ r The foregoing instrument was acknowledged before me this ZfS day of ^By201_� , � u C rl By !� as for 1A� 2017 ~' Lo n Type of authority(e.g.officer,truit!96 ®Pa on half of whom Insfrumeot was executed Personally known�pr produced Identification_ (Signature of Notary Public-State of Florida) � VV (Print,Type,or Stamp Commissioned Name of Notary Public) Type of Identification produced THE RESA DER ITA .- MY COMMISSION t FF0620 ,`; EXPIRES:October 29,2017 �ti1f 4�r BondedTt"WimPubwLIndenrrteern I 1 I i EXTERIOR RESEARCH&DESIGN,I.I.C. Certificate of Authorization#9503 TRINITY 353 Christian Street ERD Oxford,CT 06478 PHONE:(203)262-9245 FAX:.(203)262-9243 EVALUATION REPORT DECRA Roofing Systems,Inc. Evaluation Report D30800.10.09-R4 123Q Railroad Street, FL11255-R5 Corona,CA 92882 Date of Issuance:10/14/2009 Revision 4: 04/16/2015 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. The product described herein has been evaluated for compliance with the 5th Edition(2014)Florida Building Code sections noted herein. DESCRIPTION: DECRA Metal Roof Systems LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E.if the product changes or the referenced Quality Assurance documentation changes. Trinity 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 `Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION: Upon request,a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 5,plus a 28-page Appendix. Prepared by: "3Ot rn,f-!"' . It T G--4j��FS';�� p d The facsimile seal appearing was authorized by Robert Nieminen, Robert J.M.Nieminen P.E. z i,, JilONal,ass`}„ P.E.on 04/16/2015.This dcesnot serve as an electronically signed Florida Registration No.59166,Florida DC4 ANE2983 document,signed,sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Exterior Research&Design,I.I.C.d/b/a Trinity ERD does not have,nor does it intend to acquire or will it acquire,a financial interest in any company manufacturing or distributing products it evaluates. 2. Exterior Research & Design, LLC. d/b/a Trinity I 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. S. This is a building code evaluation. Neither Trinity)ERD nor Robert Nieminen, P.E.are,in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. i i i I TRINITY I ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Non-Structural Metal Roofing Compliance Statement: DECRA Metal Roof Systems,as produced by DECRA Roofing Systems,have demonstrated compliance with the following sections of the 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 Pro a Standard Year 1504.3.1 Wind UL 1897 2004 1504.3.1 Wind UL 580 2006 1518.9.1,1523.6.5.2.4.1 Wind TA5125 2003 3. REFERENCES: Entity Examination Reference Date UL(TST 1740) Wind Uplift 01NK283 09/OS/2001 UL(TST 1740) Wind Uplift 07NK09386 06/04/2007 UL(TST 1740) Wind Uplift 07NK22905 11/12/2007 UL(TST 1740) Wind Uplift 07NK22905 06/18/2008 UL(TST 1740) Wind Uplift 07NK22905 06/19/2008 ATI(TST 1558) Wind Uplift A1395.01-109-44 08/10/2010 Metal suppliers Metal Physicals Mill Certs Current UL LLC(QUA 9625) Quality Assurance Inspection Report,R14710/2QA 03/19/2015 4. PRODUCT DESCRIPTION: The fallowing DECRA non-structural metal roof panels 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. 4W➢ DECRA Villa Tile is a formed steel panel that is mechanically attached to approved decks through pre-punched fastening tabs. Villa Tile measure 17 x 44.75 inches with installed exposure of 14.5 x 39.375 inches. Pre,-Punched Fastening Tabs Back Flange Pans _ � . _ Factory•Edge, AX Overlap Nose Area Facto Edge: (Shaded) Overlap Area Shaded i Exterior Research and Design,LLC. Evaluation Report D30800.10.09-R4 Certiflcate ofAuthorl:otlon#9503 FL112SS-RS Revision 4:04/16/2015 Page 2 of 5 I 1 I ` \ J TRINITY I ERD DECRA Shake Plus and Shingle Plus are formed steel panels that are mechanically attached to approved decks. Shake Plus measures 15.5 x 53 inches with installed exposure of 12.625 x 51 inches. Shingle Plus measures 17.5 x 52 inches with installed exposure of 14.5 x 50 inches. DECRA Shake Plus: Factory Edg Back F ange ,.__ ;��.�,��� � Overlap Channel Factory Edges: •• M Nose. id Pan Keyway Overlap Channel DECRA Shingle Plus: Fa�ry�Edge Back Flange Factory Edge Nose Overlap Channel ➢ DECRA Shingle is a formed steel panel that is mechanically attached to approved decks. Shingle measures 21 x 52 inches with installed exposure of 19.75 x 49 inches. Exterior Research and Design,LLC. Evaluation Report D30800.10.09-R4 CerHj7cate of Authorization 119503 FL11255-RS Revision 4:04/16/2015 Page 3 of 5 I I s j TRINITY I ERD D DECRA Shake XD&Shingle XD are formed steel panels that are mechanically attached to approved decks.Shake XD and Shingle XD measure 14.125 x 52.5 inches with installed exposure of 12.625 x 49.75 inches. DECRA Shake XD: 4-k DECRA.Shake XD wq✓"4 DECRA Shingle XD: Shingle XD S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity)ERD nor Robert Nieminen,P.E.are,in anyway,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 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 The minimum roof slope per manufacturer's installation instructions is 3:12. Slope shall not be less than that set forth in FBC 1507.5.2. See 5.3.1 below. 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 Roof 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. 5.5 Sheet materials used to produce the panels shall comply with FBC Section 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 AHJ. 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 jfor the project for each pressure zone of the roof. Exterior Research and Design,LLC. Evaluation Report D30800.10.09-R4 Certificate ofAuthorizattan#9503 FL11255-RS Revision 4:04/16/201S Page 4 of 5 i i � l � rINITY I ERD 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. 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 the F.A.C.Rule 61G20-3. 6. INSTALLATION: 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. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the named QA entity for manufacturing facilities covered by F.A.C.Rule 61G20-3 CIA requirements. 9. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625;(414)248-6409;karen.buchmann@us.ul.com -THE 28-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT- Exterior Research and Design,I.I.C. Evaluation Report D30800.10.09-R4 Certiftate of Authorization#9503 FL11255 RS Revision 4:04116/201S Page 5 of 5 TRINITY I ERD APPENDD(1"ATiAGHMENisREQUIREMENTSFORDESIGNIWINDPRE55URERESISTANCEr �•, t,�•_;��.,_+`_.h,_-;,��_._,1,�y,•. a„-. ,��p„��; e;�r� Y,,,..:? Table y Product U System MDP(Max Design Pressure) Page A-1 DECRA Shake Plus,Shingle Plus 1 -65.0 psf 2-4 A-2 DECRA Shake Plus,Shingle Plus 2 -102.5 psf 5-7 T B-1 DECRA Villa Tile 3 -52.5 psf 8-10 B-2 DECRA Villa Tile 4 -76.5 psf 11-13 B-3 DECRA Villa Tile 5 -153.0 psf 14-16 C-1 DECRA Shake XD,Shingle XD 6 -78.5 psf 17-19 C-2 DECRA Shake XD,Shingle XD 7 -153.5 psf 20-22 D-1,' DECRA Shingle 8 -30.0 psf 23-25 D-2 DECRA Shingle 9 -52.5 psf 26-28 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 AHJ. 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 meet DECRA minimum requirements,the CIA 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. 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(P,w)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(Ka=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„=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 30.4-28 and 30.4-2C of ASCE 7-10. P . 1 1 1 1 I 1 ;•;,2 ..2 •;1 1 I I 1 I 1 1 1 O ? O IRD O O O® O 1O 1 1 1 1 1 1 1 1 1 I I 22,i'� 2 v , I I I I S. For existing decks,fasteners shall be tested in the existing deck for withdrawal resistance in accordance with TAS 105 or ANSI/SPRI FX-1. A qualified design professional shall review the data for comparison to the minimum requirements for the system. 9. For installation over afire 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. Exterior Research and Design,I.I.C.d/b/a Trinityl ERD Evaluation Report D30800.30.09-R4 for FL11255-RS Certificate of Authorization 99503 Revision 4:04/16/2015 Prepared by:Robert Nieminen,PE-59166 Appendix 1,Page 1 of 28 TRINITY,ERD B. DECRAVILLATILE: BAI B-1:D C V t1ATi" WODD DECKS NEW6CON LfCLIUN,RER00 (TEA OFF,oR RECOVER(OVERT ISnNGA------ HINGtFS oR B R) System Deck Panel Attachment Fire Baffler Underlay MOP(psf) No.• (See Note 1) Fasteners Attachment Min.15/32"APA (Optional) Spaced 10-inch apart with one fastener per 3. rated Grade COX See Note 2 No.8 x min.1%"long hex head screws tab for total of four fasteners per panel -52.5 plywood See Note 2 length '.s PpLEB 1A Sygr mft 3�DECRAV�uaTitE� r:r. �.� ..� ,� � � s ' � w s�,fir y.l h�, � .__�,' �•� .i..ti, :. EItPOSUREBFORSIOPE RANGE 7„<SLOPE<27r Mean Roof Height(it) Basic Wind Speed(mph)) Roof Pressure Zone 110 115 120 130 140 1S0 160 180 200 1 OK OK OK OK OK OK OK OK OK 2 OK OK OK OK OK OK OK NO NO O< 30 3 OK OK OK OK NO NO NO NO NO 2 Overhang OK OK OK OK OK NO NO NO NO 3Overhang OK NO NO NO NO NO NO NO NO 1 OK OK OK OK I OK OK OK OK OK 2 OK OK OK OK OK OK NO NO NO 30<h540 3 OK I 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 NO 2 OK OK OK OK OK NO NO NO NO 40<h<50 3 OK OK OK NO NO NO NO NO NO 2 Overhang OK OK OK OK NO NO NO NO NO 3 Overhang NO NO NO NO NO NO NO NO NO 1 I OK I OK OK OK OK OK OK OK NO 2 OK OK OK OK OK NO NO NO NO 50<h<60 3 OK OK NO NO NO NO NO NO NO 20verhang OK OK OK OK NO NO NO NO NO 3 Overhang NO NO NO NO NO NO NO NO NO i 7'I18lE B 1B SYSTEM NO 3 DECRA VILLXTnE �{ t' r •.,;mn ExPOsuREB'FURSLOPERANGE27,•<SIAPE<45c Mean Roof Height(ft) Roof Pressure Zone Basic Wind Speed(mph) 110 115 120 130 140 150 160 180 200 -1 OK OK OK OK OK OK OK OK OK O<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 OK OK OK OK OK OK OK NO 2&3 Overhang OK OK OK OK OK NO NO NO NO 1 OK OK OK OK OK OK OK OK NO 40<h<50 2&3 OK OK I OK I OK I OK I OK OK NO NO 2&3 Overhang OK OK OK I OK OK NO I NO I NO NO 1 OK OK OK OK OK OK I OK I OK NO 50<h<60 2&3 OK OK OK I OK OK I OK I OK I NO NO 2&3 Overhang OK OK OK OK OK NO I NO I NO NO i Exterior Research and Design,U.C.d/b/a Trinity)ERD Evaluation Report D30800.30.09-R4 for FL11255-RS Certificate of Authorization 49503 Revision 4:04/16/2015 Prepared by:Robert Nieminen,PE-59166 Appendix 1,Page 8 of 28 ��TRINITY�ERD TABIEB is SYSTEM NO3 OECRAV unTItE •..•� + � r '-� '� w tit � h � ��- } T,�a 'S ,. �•.� _. � ;4 a r.::s>, •s K .*,.. .•}K-;: i �" 3„y k 4 i R a - 't `T Y i �^ •. -iF, �n. tT-n t-t�xn� .i-a,.h'a .�.,u�$,{T., ...:'s3s il.-,'t,v+.T..,?, � c•s.S,€ Mean Roof Height(k Basic Wind Speed(mph)) Roof Pressure Zone 110 115 120 130 140 I50 160 180 200 1 OK OK OK OK OK OK OK OK NO 2 OK OK OK OK OK NO NO NO NO 0<h<25 3 OK OK OK NO NO NO NO NO NO 2 Overhang OK OK OK OK NO 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 NO NO NO NO IS<h<20 3 OK OK NO NO NO NO NO NO NO 2Overhang OK OK OK OK NO NO NO NO NO 3Overhang NO NO NO NO NO NO NO NO NO 1 OK OK OK OK OK OK OK NO NO 2 OK OK OK OK NO NO NO NO NO 20<h<30 3 OK NO NO NO NO NO NO NO NO k 2Overhang OK OK OK NO NO NO NO NO NO 3 Overhang NO NO NO NO NO NO NO NO NO 1 OK OK OK OK OK OK OK NO NO 2 OK OK OK OK NO NO NO NO NO 30<h<40 3 NO NO NO NO NO NO NO NO NO 2Overhang OK OK OK NO NO NO NO NO NO 3 Overhang NO NO NO NO NO NO NO NO NO 1 OK OK OK OK OK OK OK NO NO 2 OK OK OK NO NO NO NO NO NO 40<h<50 3 NO NO NO NO NO NO NO NO NO 2Overhang OK OK NO NO NO NO NO NO NO 3 Overhang NO NO NO NO NO NO NO NO NO 1 OK OK OK OK OK OK OK NO NO 2 OK OK OK NO NO NO NO NO NO 50<h<60 3 NO NO NO NO NO NO NO NO NO 2 Overhang OK OK NO NO NO NO NO NO NO 3 Overhang NO NO NO NO NO NO NO NO NO Ezeosu`ttECFDRStoPERANGE27<<StoPE<45..(6.1:12<Prtcii<•1212)„_._._. Mean Roof Height(ft) Roof Pressure Zone Basic Wind Speed(mph)110 225 120 130 140 150 160 ISO 200 1 OK OK OK OK OK OK OK OK NO 0<h<15 2&3 OK OK OK OK OK OK OK NO NO 2&3 Overhang OK OK OK OK OK NO NO NO NO 1 OK OK OK OK OK OK OK NO NO 15<h<20 2&3 OK OK OK OK OK OK OK NO NO 2&3 Overhang OK OK OK OK NO NO NO NO NO 1 OK OK OK OK OK OK OK I NO NO 20<h<30 2&3 OK OK OK OK OK OK NO NO NO 2&3 Overhang OK OK OK OK NO NO NO NO NO 1 OK OK OK OK OK OK OK NO NO 30<h<40 2&3 OK OK OK OK OK OK NO NO NO 2&3 Overhang OK OK OK NO NO NO NO NO NO 1 OK OK OK OK OK OK OK NO NO 40<h<So 2&3 OK OK OK OK OK OK NO C NO NO 2&3 Overhang OK OK OK NO NO NO i�N O NO 1 OK OK OK OK OK OK O NO 50<h<60 2&3 OK OK OK OK OK NO O NO 2&3 Overhang OK OK OK NO NO NO O I NO C i 'Exterior Research and Design,LLC.d/b/a Trinity ERD Evaluation Report D30800.10.09-R4 for FL11255-RS Certificate of Authorization#9503 Revision 4:04/16/2015 Prepared by:Robert Nieminen,PE-59166 Appendix 1,Page 9 of 28 I ��TRINITYJERD Mean Roof Height(ft) Roof Pressure Zone Basic Wind Speed(mph) 110 115 120 130 140 ISO 160 180 200 1 OK OK OK OK OK OK OK NO NO 2 OK OK OK OK NO NO NO NO NO 0<h<15 3 NO NO NO NO NO NO NO NO NO 2Overhang OK OK OK NO NO NO NO NO NO 3 Overhang NO NO NO NO NO NO NO NO NO 1 OK OK OK OK OK OK OK NO NO 2 OK OK OK NO NO NO NO NO NO 15<h<20 3 NO NO NO NO NO NO NO NO NO 2Overhang OK OK NO NO NO NO NO NO NO 3Overhang NO NO NO NO NO NO NO NO NO 1 OK OK OK OK OK OK OK NO NO 2 OK OK OK NO NO NO NO NO NO 20<h<30 3 NO NO NO NO NO NO NO NO NO 2Overhang OK OK NO NO NO NO NO NO NO 3 Overhang NO NO NO NO NO NO NO NO NO 1 OK OK OK OK OK OK OK NO NO 2 OK OK OK NO NO NO NO NO NO 30<h<40 3 NO NO NO NO NO NO NO NO NO 2Overhang OK NO NO NO NO NO NO NO NO 3Overhang NO NO NO NO NO NO NO NO NO 1 OK OK OK OK OK OK NO NO NO 2 OK OK NO NO NO NO NO NO NO 40<h<50 3 NO NO NO NO NO NO NO NO NO 2Overhang OK NO NO NO NO NO NO NO NO 3 Overhang NO NO NO NO NO NO NO NO NO 1 OK OK OK OK OK OK NO NO NO 2 OK OK NO NO NO NO NO NO NO 50<h<60 3 NO NO NO NO NO NO NO NO NO 2Overhang NO NO NO NO NO NO NO NO -NO 3Overhang NO NO NO NO NO NO NO NO NO 4TAatE61F Sv;rEntNo 3 DECRAVIIrATnE � r r � ` t '� �.- 1 �� ,. o. v r i .yExvosuRE DFOR SLOPE RANGE 27<SIOPE<45 W Mean Roof Height(it) BasIC Ind Speed(mph)) Roof Pressure lone 110 115 120 1 130 140 150 260 180 200 1 OK OK OK OK OK OK OK NO NO 0<h<15 2&3 OK OK OK OK OK OK NO NO NO 2..&3 Overhang OK OK OK NO NO NO NO NO NO 1 OK OK OK OK OK OK OK NO NO 15<h<20 2&3 OK OK OK OK OK OK NO NO NO 2&3 Overhang OK OK OK NO NO NO NO NO NO 1 OK OK OK OK OK OK I NO NO NO 20<h<30 2&3 OK OK I OK OK I OK NO NO NO NO 2&3 Overhang OK OK OK NO NO NO NO NO NO 1 OK OK OK OK OK OK NO NO NO 30<h<40 2&3 OK OK OK OK OK NO NO NO NO 2&3 Overhang OK OK NO NO NO NO NO NO NO 1 OK OK OK OK OK OK NO NO NO 40<h<50 28,3 OK OK OK OK NO NO I NO NO I NO 2&3 Overhang OK OK NO NO NO NO NO NO NO 1 OK OK OK OK OK NO NO NO NO 50<h<60 2&3 OK OK OK OK NO NO NO NO NO 2&3 Overhang OK NO NO NO NO I NO NO NO NO Exterior Research and Design,I.I.C.d/b/a Trinity)ERD Evaluation Report 1330800.10.09-114 for FL11255-RS Certificate of Authorization R9503 Revision 4:04/16/2015 Prepared by:Robert Nieminen,PE-59166 Appendix 1,Page 10 of 28 EXTERIOR RESEARCH&DESIGN,I.I.C. Certificate of Authorization#9503 TRINITY I 353 Christian Street ERD. oxford,CT06478 PHONE:(203)262-9245 FAX:(203)262-9243 EVALUATION REPORT DECRA Roofing Systems,Inc. Evaluation Report D30800.10.09-114 1230 Railroad Street, FL11255-R5 Corona,CA 92882 Date of Issuance:10/14/2009 Revision 4: 04/16/2015 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. The product described herein has been evaluated for compliance with the 51h Edition(2014)Florida Building Code sections noted herein. DESCRIPTION: DECRA Metal Roof Systems LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E.if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 5,plus a 28-page Appendix. Prepared by: Robert J.M.Nieminen P.E. -�qT�s. ....— The facsimile seal appearing was authorized by Robert Nieminen, r pN„ a`• P.E.on 04/16/2015.This does not serve as an electronically signed Florida Registration NO.59166,Florida DCA ANE1983 document.Signed,sealed hardcoples have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Exterior Research&Design,I.I.C.d/b/a Trinity ERD does not have,nor does it intend to acquire or will it acquire,a financial interest in,any company manufacturing or distributing products it evaluates. 2. Exterior Research & Design, I.I.C. d/b/a Trinity I 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 I ERD nor Robert Nieminen,P.E.are,in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. ��TRINITYJERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Non-Structural Metal Roofing Compliance Statement: DECRA Metal Roof Systems,as produced by DECRA Roofing Systems, have demonstrated compliance with the following sections of the 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 2004 1504.3.1 Wind UL 580 2006 1518.9.1,1523.6.5.2.4.1 Wind TAS 125 2003 3. REFERENCES: Entity Examination Reference Date UL(TST 1740) Wind Uplift O1NK283 09/05/2001 UL(TST 1740) Wind Uplift 07NK09386 06/04/2007 UL(TST 1740) Wind Uplift 07NK22905 11/12/2007 UL(TST 1740) Wind Uplift 07NK22905 06/18/2008 UL(TST 1740) Wind Uplift 07NK22905 06/19/2008 ATI(TST 1558) Wind Uplift A1395.01-309-44 08/10/2010 Metal suppliers Metal Physicals Mill Certs Current UL LLC(QUA 9625) Quality Assurance Inspection Report,R34730/2QA 03/19/2015 4. PRODUCT DESCRIPTION: The following DECRA non-structural metal roof panels 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. ➢ DECRA Villa Tile is a formed steel panel that is mechanically attached to approved decks through pre-punched fastening tabs. Villa Tile measure 17 x 44.75 inches with installed exposure of 14.5 x 39.375 inches. Pre-Punched Fastening Tabs Back Flange Pans ,_� .,: Factory Edge Overlap y= r _ r Nose Area Facto Edge (Shaded) a Overlap Area Shaded i Exterior Research and Design,U.C. Evaluation Report D30800.10.09-114 Certificate of Authorization N9503 FL112SS-RS Revision 4:04/16/2015 Page 2 of 5 I ��TRINITYJERD DECRA Shake Plus and Shingle Plus are formed steel panels that are mechanically attached to approved decks. Shake Plus measures 15.5 x 53 inches with installed exposure of 12.625 x 51 inches. Shingle Plus measures 17.5 x 52 inches with installed exposure of 14.5 x 50 inches. DECRA Shake Plus: Back ange. = FactEdg Channel v Factory Edge Nose id Pan Keyway Overlap Channel DECRA Shingle Plus: Factory Edge Back Flange �! Factory Edge N_oSe Overlap Channel D DECRA Shingle is a formed steel panel that is mechanically attached to approved decks. Shingle measures 21 x 52 inches with installed exposure of 19.75 x 49 inches. 4 I Exterior Research and Design,I.I.C. Evaluation Report D30800.10.09-114 Certificate of Authorization#9503 FL11255-RS Revision 4:04/16/2015 Page 3 of 5 I QO TRINITY ERD DECRA Shake XD&Shingle XD are formed steel panels that are mechanically attached to approved decks.Shake XD and Shingle XD measure 14.125 x 52.5 inches with installed exposure of 12.625 x 49.75 inches. DECRA Shake XD: - +'� , W v ✓ DECRA.Shake XD DECRA Shingle XD: Shingle XD 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity)ERD nor Robert Nieminen,P.E.are,in any way,the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This evaluation report is not for use in 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 The minimum roof slope per manufacturer's installation instructions is 3:12. Slope shall not be less than that set forth in FBC 1507.5.2. See 5.3.1 below. 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 Roof 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. 5.5 Sheet materials used to produce the panels shall comply with FBC Section 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 AH1. 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. j Exterior Research and Design,LLC. Evaluation Report D30800.10.09-R4 Certificate of Authorization#9503 FL1125S-RS Revision 4:04/16/2015 Page 4 of 5 �1 TRINITY ERD 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. 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 the F.A.C.Rule 61G20-3. 6. INSTALLATION' 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. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the named QA entity for manufacturing facilities covered by F.A.C.Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625;(414)248-6409;karen.buchmann@us.ul.com -THE 28-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT- I i Exterior Research and Design,LLC. Evaluation Report D30800.10.09-114 Certlf/cate of Authorization#9503 FL1125S-RS Revision 4:04/16/2015 Page 5 of 5 ��TRINITYJERD Table Product System MDP(Max Design Pressure) Page A-1 DECRA Shake Plus,Shingle Plus 1 -65.0 psf 2-4 A-2 DECRA Shake Plus,Shingle Plus 2 -1025 psf 5-7 B-1 DECRA Villa Tile 3 -52.5 psf 8-10 B-2 DECRA Villa Tile 4 -76.5 psf 11-13 B-3 DECRA Villa Tile 5 -153.0 psf 14-16 C-1 DECRA Shake XD,Shingle XD 6 -78.5 psf 17-19 C-2 DECRA Shake XD,Shingle XD 7 -153.5 psf 20-22 D-1 DECRA Shingle 8 -30.0 psf 23-25 D-2 DECRA Shingle 9 -52.5 psf 26-28 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 AHJ. 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 meet 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. 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(P„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„=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 comers)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 30A-2B and 30.4-2C of ASCE 7-10. C of (1) i®Vi.. o 0 .b i 3�,. o ' 1 3 "r"-`--r-- -r`---"r- - --""'- 1 1 1 I 1 1 1 1 2` o �' .. 1 1 1 2 1 1 I 1 1 ol o 1 O 0 O o O o oo o':o :a ; 1 1 1 1 1 1 1 1 1 l I 1 (2 2 b ! .o' i b of o i® !f. 8, `-"-Q 1 3 1_1 8. For existing decks,fasteners shall be tested in the existing deck for withdrawal resistance in accordance with TAS 105 or ANSI/SPRI FX-1. A qualified design professional shall review the data for comparison to the minimum requirements for the system. 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. I Exterior Research and Design,I.I.C.d/b/a Trinityl ERD Evaluation Report D30800.10.09-R4 for FL11255-RS Certificate of Authorization 09503 Revision 4:04/16/2015 Prepared by:Robert Nieminen,PE-59156 Appendix 1,Page 1 of 28 I TRINITY ERD B. DECRA VILLA TILE: I TAB' -e U I VTWO- WOOD'U LIES NEW CONSTR[1 ;ON,..EROOF(T 0_'),oa RECOVER(OVER EXISiIN ASPHALTSHi o B R) System Deck Panel Attachment No. Fire Barrier Underlay MOP(psf) (See Note 1) Fasteners Attachment Min.15/32"APA (Optional) Spaced 10-inch apart with one fastener per 3. rated Grade CDX See Note 2 No.8 x min.1%"long hex head screws tab for total of four fasteners per panel -52.5 plywood See Note 2 length TnatEB lA SrstEMNo 3 DECRAViugTRE , ,m s s fi r w r e o., '+i . 'EXPOSnREBFOR SIOP.E RANGE PE<27�:(1:5:12:<Prtdl<6:ih12 S;`�.;j• u° r=M.,�,t.,:;,. r......•.-. .,,".'_Z.r .,,v,':?��:. ,, <..: .+...�.v-. x..-«,r_�€ W Mean Roof Height(it) Basic ind Speed(mph)) Roof 110 115 120 130 140 150 160 1 180. 200 1 OK OK OK OK OK OK OK OK OK 2 OK OK OK OK OK OK OK NO NO 0< 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 f 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 NO 2 OK OK OK OK OK NO NO NO NO 40<h<50 3 OK OK OK NO NO NO NO NO NO 2 Overhang OK OK OK OK NO NO NO NO NO 3Overhang 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 NO NO NO NO 50<h<60 3 OK OK NO NO NO NO NO NO NO 2Overhang OK OK OK OK NO NO NO NO NO 3Overhang NO NO NO NO NO NO NO NO NO Ta_aIEB 1e S.-YS7EM No 3 tDECRAVIW1TIlEr, :' �' - ,�. �,. c r•- ,n nt 3 ,t s, a a d y-na i F -EXPOSURE B'FOR SLOPE RANGE Z7.<SLOPE<45�(6.1:12<POI<1212)�,2�;3 .c„ C> _ ~ Mean Roof Height(it) Basic Wind Speed(mph) ) Roof Pressure Zone 110 1 115 120 130 140 150 160 180 200 1 OK OK OK OK OK OK OK OK OK 0<h<30 2&3 OK OK OK OK OK OK OK OK 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 OK OK OK OK OK OK OK NO 2&3 Overhang OK OK OK OK OK NO NO NO NO 1 OK OK OK OK OK OK OK OK NO 40<h<50 2&3 OK OK OK OK OK OK OK NO NO 2&3 Overhang OK OK OK OK OK NO NO NO NO 1 OK OK 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 Exterior Research and Design,U.C.d/b/a TrinitVI ERD Evaluation Report D30800.10.09-R4 for FL11255-RS Certificate of Authorization#9503 Revision 4:04/16/2015 Prepared by:Robert Nieminen,PE-59166 Appendix 1,Page 8 of 28 I ��TRINITYJERD �TaGU:B1C5YSTEMND3�DECRAVILUITILE+ l ExPOSURE CFORSLOPE RANGE7'<SIOPE<27a(1.5:12<rrra<6.132)s,,..a-,: ,t.,., Mean Roof Height(ft) Roof Pressure Zone Basic Wind Speed(mph) 110 115 120 130 140 150 160 180 200 1 OK OK OK OK OK OK OK OK NO 2 OK OK OK OK OK NO NO NO NO 0<h<15 3 OF OK OK NO NO NO NO NO NO 2 Overhang OK OK OK OK NO 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 NO NO NO NO 1S<h<20 3 OK OK NO NO NO NO NO NO NO 2Overhang OK OK OK OK NO NO NO NO NO 3Overhang NO NO NO NO NO NO NO NO NO 1 OK OK OK OK OK OK OK NO NO 2 OK OK OK OK NO NO NO NO NO 20<h130 3 OK NO NO NO NO NO NO NO NO 2Overhang OK OK OK NO NO NO I NO NO NO 3 Overhang NO NO NO NO NO NO NO NO NO 1 OK OK OK OK OK OK OK NO NO 2 OK OK OK OK NO NO NO NO NO I 30<h<40 3 NO NO NO NO NO NO NO NO NO I 2Overhang OK OK OK NO NO NO NO NO NO 3Overhang NO NO NO NO NO NO NO NO NO 1 OK OK OK OK OK OK OK NO NO 2 OK OK OK NO NO NO NO NO NO 40<h<SO 3 NO NO NO NO NO NO NO NO NO 2Overhang OK OK NO NO NO NO NO NO NO 3 Overhang NO NO NO NO NO NO NO NO NO 1 OK OK OK OK OK OK OK NO NO 2 OK OK OK NO NO NO NO NO NO 50<h<60 3 NO NO NO NO NO NO NO NO NO 2Overhang OK OK NO NO NO NO NO NO NO 3Overhang NO NO NO NO NO NO NO NO NO STaau:B iD,SrsrEFn No 3 DECRA VIUATIu. "� r* r s t ,1 r )c y EXPOSURE C FOR SiuPE RiuIG 45 t6.( 2 PROH `32 12) 4 x x s 7 7' r r` 4- i Mean Roof Height(ft) Roof Pressure Zone Basic Wind Speed(mph) 110 115 120 130 140 150 260 180 200 1 OK OK OK OK OK OK OK OK NO 0<h<15 2&3 OK OK OK OK OK OK OK NO NO 2&3 Overhang OK OK OK OK OK NO NO NO NO 1 OK OK OK OK OK OK OK NO NO 15<h<20 28,3 OK OK OK OK OK OK OK NO NO 2&3 Overhang OK OK OK OK NO NO NO NO NO 1 OK OK OK OK OK OK OK I NO NO 20<h<30 28,3 OK OK OK OK OK OK NO NO NO 2&3 Overhang OK OK OK OK NO NO NO NO NO 1 OK OK OK OK OK OK OK NO NO 30<h<40 28,3 OK OK OK OK OK OK NO NO NO 2&3 Overhang OK OK OK NO NO NO NO NO NO 1 OK OK OK OK OK OK OK NO NO 40<h<50 28,3 OK OK OK OK OK OK NO NO NO 2&3 Overhang OK OK OK NO NO NO I NO I NO NO 1 OK OK OK OK OK OK NO NO NO 50<h<60 2&3 OK OK OK OK OK NO NO NO NO 2&3 Overhang OK OK OK NO NO NO NO NO NO I i Exterior Research and Design,LLC.d/b/a Trinity)ERD Evaluation Report D30800.30,09-114 for FL3125S-RS Certificate of Authorization#9503 Revision 4:04/16/2015 Prepared by:Robert Nieminen,PE-59166 Appendix 1,Page 9 of 28 i I TRINITY�ERD t;.�--_ wry`a _,..'�.st-^_�..-..,z-r k- 1.:;5, �,+'s,. � _-..:i 4 - '`r +.-,.�� t�� �3st� i "�,��,•,��t. � � ��3� x f�3;-�K �iE%POSUREDFORSLOPERANGE7<SIDPE<27,(1:5:12<PRa<6:1.12)_ �r..,.�.d-.� 5 4._•�.�ca- . z*.'�:._-� g,-„#,..w,.;....N. _.9 zns.k.,.».c ss -. s.�:_,�:.3 Mean Roof Height(ft) Roof Pressure Zone Basic Wind Speed(mph) 110 lls 120 130 140 ISO 160 180 200 1 OK OK OK OK OK OK OK NO NO 2 OK OK OK OK NO NO NO NO NO 0<h<iS 3 NO NO NO NO NO NO NO NO NO 2Overhang OK OK OK NO NO NO NO NO NO 3 Overhang NO NO NO NO NO NO NO NO NO i 1 OK OK OK OK OK OK OK NO NO 2 OK OK OK NO NO NO NO NO NO 15<h<20 3 NO NO NO NO NO NO NO NO NO 2Overhang OK OK NO NO NO NO NO NO NO 3Overhang NO NO NO NO NO NO NO NO NO 1 OK OK OK OK OK OK OK NO NO 2 OK OK OK NO NO NO NO NO NO 20<h:S 30 3 NO NO NO N0, NO NO NO NO NO 2Overhang OK OK NO NO NO NO NO NO NO 3 Overhang NO NO NO NO NO NO NO NO NO 1 OK I OK OK OK OK OK OK NO NO 2 OK OK OK NO NO NO NO NO NO 30<h<40 3 NO NO NO NO NO NO NO NO NO 2Overhang OK NO NO NO NO NO NO NO NO 3Overhang NO NO NO NO NO NO NO NO NO 1 OK OK OK OK OK OK NO NO NO 2 OK OK NO NO NO NO NO NO NO 40<h<SO 3 NO NO NO NO NO NO NO NO NO 2 Overhang OK I NO NO NO NO NO NO NO NO 3Overhang NO NO NO NO NO NO NO NO NO 1 OK OK OK OK OK OK NO NO NO 2 OK OK NO NO NO NO NO NO NO 50<h<60 3 NO NO NO NO NO NO NO NO NO 2Overhang NO NO NO NO NO NO NO NO 'NO 3 Overhang NO NO NO NO NO NO NO NO NO TABIEB 1F SYSTEM No 3 DECRA VILLATnE�r r C `'r,r " ' '�'' 3- r' _r- 3EIIPOSORED,FOaSLOPERANGE27<sIOPE<45s(6:1.12<PRa<1212),.,,.,,zi_i�'�r'f, I; �� r -A��?-, _�z3j,.a,';, "`s w, � ,,F•� 1�.,s+—.a�.r; �_�'� Mean.Roof Height(ft) Roof Pressure Zone Basic Wind Speed(mph) 110 11s 120 130 140 ISO 160 180 200 C1 OK OK OK OK OK OK OK NO NO O<h<15 28,3 OK OK OK OK OK OK NO NO NO 2&3 Overhang OK OK OK NO NO NO NO NO NO- -1 OK OK OK OK OK OK OK NO NO 15<h<20 Z&3 OK OK OK OK OK OK NO NO NO 2&3 Overhang OK OK OK NO NO NO NO NO NO 1 OK OK OK OK -•;OK OK NO NO NO 20<h<30 28,3 OK OK OK OK OK NO NO NO NO 2&3 Overhang OK OK. - OK NO NO NO NO NO NO 1 OK OK OK OK OK OK NO NO NO 30<h<4D 2&3 OK OK OK OK OK NO NO NO NO 2&3 Overhang OK OK NO NO NO NO NO NO NO 1 OK OK OK OK OK OK NO NO NO 40<h<50 2&3 OK OK OK OK NO NO NO NO NO 2&3 Overhang OK OK NO NO NO NO NO I NO NO 1 OK OK OK OK OK NO NO NO NO SO<h<60 2&3 OK OK OK OK NO NO NO NO NO 2&3 Overhang OK NO NO NO NO NONO NO NO Exterior Research and Design,LLC,d/b/a Trinity(ERD Evaluation Report D30800.10.09-R4 for FL11255-RS Certificate of Authorization#9503 Revision 4:04/16/2015 Prepared.by:Robert Nieminen,PE-59166 Appendix 1,Page 10 of 28 I ' I .