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HomeMy WebLinkAboutProduct Approval Property Card Page 1 of 3 Michelle Franklin, CFA--Saint Lucie County Property Appraiser--All rights reserved. RECEIVED operty IdentificationJUL 0 3 2019 Site Address:1013 W 2nd ST 1C�kocz, CQ/�C�" Parcel ID:3404-801'0009 000-1 ST. Lucie County, Permitting -V Sec/Town/Range:04/36S/40E Account#:39909 Map ID:34/04Si�� 1 Use Type:0100 Zoning:RS-3x�s�-� Cn�n' ©�1� Jurisdiction:Saint Lucie County Ownership Leeanna Lowe 17902 Bridle WAY "�� Port St Lucie,-FL 34987 e �a W �V) Legal Description Cil /VIP . CHAMBERLAIN'S S/D BLK 1 LOTS 9 TO 12(0.47 AC) Current Values Just/Market Value: $48,80 7 1 Assessed Value: $48,800 Exemptions: $0 Taxable Value: $48,800 Total Areas Property taxes are subject to change upon Finished/Under Air(SF): 576 change of ownership. Gross Sketched Area(SF): 729 • Past taxes are not a reliable projection of future taxes. Land Size(acres): 0.47 • The sale of a property will prompt the removal of all Land Size(SF): 20,473.2 exemptions,assessment caps,and special classifications. Taxes for this parcel: SLC Tax Collector's Office Download TRIM for this parcel:Download PDF Sale History Date Book/Page Sale Deed Grantor Price Code Aug 22,2018 4174/0429 0001 WD Ramsey Judy B $70,000 Feb 15,2018 4104/1699 0111 QC Magill Carol B $100 Jun 30,2017 4016/2891 0111 OA Blakesley(EST)Mary Jo I $0 Nov 10,2000 1343/1635 XX00 WD Ivy(EST)Eugene W $33,000 Nov 17,1998 1185/0431 XX01 WD Ivy Eugene W $100 Jun 1,1986 0503/1210 XX01 CV $27,500 Building Information (1 of 1) Finished Area:576 SF Gross Sketched Area:729 SF I Exterior Data I View: Roof Cover:Sheet Metal Roof Structure:Gable Building Type:HD- Year Built: 1925 Frame: Grade:D- Effective Year: 1960 Primary Wall:Hardwood Lap Story Height:1 Story No.Units:1 Seconday Wall: Interior Data Bedrooms:2 Electric:AVERAGE Primary Irrt Wall: Full Baths:1 Heat Type: Avg HgJ,loor:0 Half Baths:0 Heat Fuel: Primary Floors:Sing Pine https://www.paslc.org/RECard/ 7/3/2019 x-. .�"I'u J-)Lulu"xp, %-VU, UILULRU i gage 1 of 2 SCIS Home _I Log In { User Registration ' Hot Topics I Submit Surcharge Stats&Facts Publications £ rBC Staff.I BOS Site Map -Unks i�Search Fbitla C ` �` Product Approval ob USER:Public User Product Aaoroval Menu>Product or Aobllotion Search>Anplicatign List>Application Detail RECEIVED FL# FL16048-R6 Application Type Revision JUL 2��p Code Version 2017 � G JJ Application Status Approved sw�nty, Permitting Comments Archived �] �� 17 i1 1_ ��.Y■ ODE COMPUANCE Product Manufacturer Tri-Built Materials roup;LLCy � gE COU Address/Phone/Emali PQ_Box 70 § L �To O ld�7 Rutherford,NJ 070 �� * ($00)516-14$5 w I david.ruiz@tribuiltmg.com 'i Authorized Sigriature David Ruiz david.ruiz@tribuiltmg.com Technical Representative David Ruiz 1 Address/PhoneJEmaii 250.Route 17 North East Rutherford,NJ 07073 (201)842-2449 david.rulz@tribuiltmateriaisgroup;com j Quality Assurance Representative i Address/Phone/Email Category Roofing- ;` Subcategory Underlayments f Compliance Method Evaluation Report from.a Florida Registered Architect or a Licensed I Florida Professional Engineer S 1-1 Evaluation Report-Hardcopy Received { Florida Engineer.or Architect Name who developed Robert Nieminen i the Evaluation Report Florida L£cense PE-59166 Quality Assurance Entity UL LLC 1 Quality"Assurarice Contract Expiration Date 07/18/2020 Validated By John W.Knezevich,PE i 1.6 Validation Checklist-Hardcopy.Received i Certificate of Independence FL16048 R6 C0I 2017 01 COI Nieminen.odf Referenced"Standard and Year(of Standard) Standard Year 1 ASTM D1970 2015 ASTM 6155 2005 FM 4474 2011 FRSA/TRI April 2012(04-12) 2012 UL 1897 2012 Equivalence of Product Standards Certified By Sections from the Code I https://wwW.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtFPmdYiND... 2/1.2/2018 j 1 Florida Building Code Online Page of Product Approval Method Method I Option D Date Submitted 09/25/2017 Date Validated 10101/2017 Date Pending FBC Approval 10(93/2017 Date Approved 12112/2017 Summary bf'Products FL Model,,Number or Name Description 16048.1 TRI-BUILT Roof Underlayments -Self-adhering,modified bitumen roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ:No, FL16048 RC> 11 2017 04 FINAL ER TRI- Approved for-use outside HVHZ:Yes BUILT UNDERLAYMENTS'FL16048-R6.pdf Impact Resistant.N/AVerified By:Robert Nierninien PE-59166 Design Pressure:+N/A. .150: Created by Independent Third Party:Yes Other:-1.)Thedeslgn pressure noted herein pertains to use Evaluation Reports bf.foam-on the systems overtop the seff-adhering FLInhAR 06 AE 2017 09!FINAL ER TRI- underi6yment fo'r one.particular,application.See ER Section BUILT UNDERLAYMENTS FL16048-R6.r)d 5.6.4 for details.2.)Refer to ER Section 5 for other Urnits of Created by Independent Third Party;Yes Use. 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Next C9ntact'Us^2601 Blair Stone Road.Tallahassge FL 322399 Phone:850-487-1824 Th6slate of,Florida.is an WEED employer.Coovdght 2007,2013 State-or Florida.::Privacy,StatemenX nAccessibility Statement^:Refund Statement Under Florida law,email addresses are:public records..If you do not want your e-mail address released in response to a public-records nequest,do not electronic mail to this entity.Instead,contact the'officie by phone or by traditional mail.If you have any questions,please contact 850.467.1395.-Pursuant to Section 455.VS(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emaifs provided may be used for officiBi communication with the licensee.However email addiressesi are public record:If you do not wish to supply a personal address,please provide the Department with-an email address which can be made available t6 the pulillc.To determine If you are a licensee under Chapter 455,F.S.,please cfick,hM. 'Product Approval Accepts- F rt f i A 5 9. FM Credit Card Safe A 3 https://www.floridabuilding-org/pr/pr app dtl.asDx?t)aram=wGEVXQwtDqtFPpidYiND... 1/12/2019 | , EXTERIOR RESEARCH&-DB�GN,I.I.C. | Cytifio/ ofAuthorization A9s83 3 �CHRTANS7REE�UNK#13 TPJN8-UY'ERD ' OXFORD,CTD6478 | (203)262-5245 EVALUATION REPORT / TRI-BUILT Materials Group, _ PO Box-70 FL16048'R6 Rutherford)NJ 07070 Date of Issuance:10/25/2012 (800)516-1485 Revision 6: gg/25/2O17 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and ragb|aOmny governing the use of ` construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Vo|ume. The productsdescribed herein have been. evaluated for onmp|iunoa with the 6m Edition 2017) Florida Building Code � sections noted herein. DESCRIPTION: TRI-BUILT Roof Wndmrleymxents LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted � herein. ' ' CONTINUED nhunge�the referenced \ ' ' � ' ' ( Oua|ityAssurance dmcume�tatnnchanBe�orprovisions ofthe Code that relate tothe product change. Acceptance of this Eva|uadon Report by the named client constitutes agreement to notify RnbertNieminen, P.E. if the product ' changes orthe referenced Quality Assurance documentation changes. Trinity IEROrequires acomplete review ofthis ` Evaluation Report relative-to updated Code requirements with each Code Cycle. ' � ADVERTISEMENT:The Evaluation Report number preceded bythe words °rrn IERDEv;�|' ated" may bedispbyedin advertising literature. |fany pordonofthe Exa|ua�onReport isdisplayed,then itahoUbe,doneinits entirety. . ImspmCT/om:Upon,equestomopyofthisentinaEva|uatinnReportshaUbeprmvidedtotheuserbythemunufoctureror its distributors and shall be available for inspection at the job site at the request of the Building Officiial. � This Evaluation Report consists ofpages 1through 6. Prepared by: Robert JJ0~NiemimetP.E^ ne facsimile sf,al appearing was authorized�Robert Nieminen, Florida Registration No.59166,Florida DCA ANE1983 '' .01 does not same==electronically signed document. CsmInomnmOrINDEPENDENCE . l. T,inVy!ERodoes not hav� nor does�intend toacquire vr"�U �acqu�n� ahnanua! imeny�inany mompanymanufacturing n, distributing-products iteva|vatca ' Z. Trinity I ERD'Is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. � a. Robert Nleminen,P.E.does not have nor wifli acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4� Robert . Nir=inen p.�dmsriot have, �� ncx�|||arquaOneo�o||mrn�tinonyut��renU�invohediothe appnma|pmceoofthe ) product. � s. This isabuilding code evaluation. Neither Trinityl ERD nor Robert Nieminen,P.E.are,in any way,the Designer of Record for any � project unwhich this Evaluation xepmrtcvpevious°eoiorsthenyof,is/wmsysdfonpenmitungurdegkoovidanceun\esr=mmed specifically for that purpose. ' / � � | ` | � \ | ' Q'TRINITYIERD ROOFING COMPONENT EVALUATION: � l' ScmpE; / Product Category: Roofing Sub-Category: Undedayment Compliance Statement: TRI-BUILT Roof'WnderlaVments, as produced by TRI-BUILT Materials Group, LLC, have demonstrated compliance with the following sections ofthe 6th Edition(2017)Florida Building Code through testing inaccordance with the following Standards. Compliance issubject tothe Installation Requirements and Limitations / ConditipnsmfUse»etfnnhherein. 2' STAmm4wos: Section Pnlpertr Standard Year 1504.3.1 Wind Resistance FM 4474 2011 . 1504,3:1 Wind Uplift UL 18§1 2012 15046 Accelerated Weathering *aTM_G155 2005 ! 1507.I4/1507.1.1,1507.I9.2 Physical Properties m;nmDz97b 2015 1507,3.3 Physical Properties pnSA/TR|April 2oz2(64-zz) 2012 3' REFERENCES: Entity Examination� Reference Date , smoU3T6V4B Physical,Properties 540540.02.13'1 02/19/2013 cno(TST6n4O) Physical Properties S*0540.11.13 11/19/2013 ' Eno(TsT6O«g) Physical Properties S44540.03.14 03/26/2014 [RQ(TsT6049) Physical Properties S44870.0414-2 04/02/2014 ERo ) Physical Properties S4400.04.14-3 04/02/2014 cKo(TSt6u49) Physical Properties s44070,0414'1 04/10/2014 smo(Ts76VmV Physical Properties s44870.04.14~4 04/10/2014 ' [nokST6O49> Physical Properties s43530u214-1-nl 05y14/2014 ERo(Tsr6n49) Physical Properties 543530.05'14 05/28/2014 \ cRo(TST60og) Physical Properties S40540.10'14 10/31/2014 ' cVD(TST6049) Physical Properties S3645.02.15 02/13/2015 ' cxo(Tst6ou9) Accelerated Weathering s[g�0.0uis 05/27/2015 snoU376O4g> Wind Resistance sC14045.05.17-nl 06n7/2017 ' UL,LLC.<QVAg625> Quality Control Multiple-Listing R16u14 12/10/2015 UL,LLC.(QVx9o25) Quality Control Service Confirmation mp07y18/2020 4. PRODUCT DESCRIPTION: � 4.1 Tri-Built Sand-R Su Shingle Uodmrlayment is a self-adhering, glass-mat reinforced, sand*urfaced, 58S . modified bitumen roof underlayment,with a 36-inch sheet width;meets ASTM D1970. 4.2 Tri-Built S/A HT TU UndedaVmmeut is a self-adhering, non-woven polyester fabric surfaced, SBS modified bitumen roof underlayment;meets ASTM D197Dand FRSA/rR|April 2D12. � 4.3 Tri-Built Smooth HT S/A UnderYayment is a self-adhering, glass-mat reinforced, film-surfaced, SBS' | modified bitumen roof un8edayment meets ASTM D1970. S. L|xx|TnnOma: ' 5.1 This is a building code evaluation. Neither Trinity|ERD nor Robert Nieminen, P.E. are, in any way, the ' Desi0ner*ofRccond for any project un which this Evaluation Report, or premnusvemiunxthereot is/was | used for pern�i�ingordwa|Qnguidance un|esretained spedDcaUyfurthatpurpose. | 5.2 This Evaluation Report isnot for use inpBCHVHZjurisdictions. ! 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials � Directory for fire ratings ofthis product. | | '| Exterior Research and Design,LLC. e�uuouonReport x«zyoo.1u12-n: ' certifaatemmumorivatiunmeao 6T"EDITION(2m17)FacmON-ovxZEVALUATION r1.160*8-116 ' TRI-BUILT Roof underlayme*ts;i80N510-14u Revision 6:09/25/2017 � Page umxo � | — `�~ °� / 0 ��K� `� n x�u �m V 8 |��~"� 5'4 TRI-S0ILT Roof Underlayments may be used with any prepared roof covet where the product is specifically referenced within pB[ approval documents. K not listed, a, request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. S'5 Allowable Roof tovers: Yes Yes Yes Yes Yes S. Asphalt W(iod Shakes Underlayment Nall-On Tile Foarn-On Tile Metal Slate Shingles &Shingles Tri-Built Sand-11 SA Shingle Yes No No No Yes, Yes Underlaymerit Underlayment See 5.5.1 fri-Built Smooth,HT S/A Yes, No No Yes Yes Yes. 5.5.1 "Foam-On Tile"is limited to use of the following Approved tile adhesives/underlaymentcombinations. kslvit Adhesive Florida Product Approval Underlayments' ' ` 5.6 Allowable Substrates: / 5�.1 Direct-Bond to Deck: / ' Tri-BuiltSand.�R SA ShinQleUnderbVment,Tri-Built S/kHTTQ Underlaymerit orTel'8uiltSmooth 8TS/A undedaymentapplied to- / > Plywood;ASTM D41primed plywood;OSB;ASTIVI D41primed OSR;Southern Yellow Pine;ASTM o41 primed Southern Yellow Pine;ASTIVID41primed structural concrete. 1 While not required over plywood,OSB orSouthern Yellow Pine substrates,Tki-BUILTxUaterials Group,LLC / recommends priming the deck ifthe final roof cover isnot slated for installation-within Z4hours. Note' � TRI-BUILT ouetehab Group, LLC requires tongue'-and-groove board decking'be covered with plywood or �< OSB prior tuinstallation ofthe ye|f-adhednQunderlaymemt ' ' 5.6.2 Tri-Bullt Sand-11 SA Shingle Underlayment,Tri-Buff HT TU UnderlaymentmTri-Built Smooth HT S/A bndedaymmentapplied to: )> Dens Deck Prime;3ECUROCKGypaum'FibmrRuofBoard. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturet's Product Approval. For installations: under foam-on tile systems (Tri'Bm\lt WA HT TU Voderlamment, nnky), insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system inaccordance with F014474'Appendix DorTAS 114,Append ixJ' / ^Refer mTile Man ufactuner's orAdhesiveMan ufa ctmer's Florida Pr6ductApproval for Overturning Molmen tBesis tancePerfbrm once. Exterior Research and Design,LLC_ e�/uauunnepo��oa oo�ou�n6 mx��p��Aomnmwmmo�s� s7sonIom�no)�cmom'xvnzevxuuxnow ' FL16048-n6 TRI-BUILT Roof umuer/awmenuv(SmN510-14xs Revision 6-.09/25/2017 Page uv,o - | \,JTRINITY IERD 5.6.3 Bond to Mechanically Attached Base Laver. TA-Built.Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlaynilentor TrimBullt:Smooth HT S/A Underlaymentapplied to- > ASTM D226, 2.26,Type I or 11 felt. For installations under mechanically attached prepared roof coverings, base-layer shall.be attached per minimum codified requirements. For installations under fbam-on the systems (Trl!Built S/A HT TU Underlay'toeht only),base layer shall be attached per minimum requirements of FRSA/TRI April 2012(04- 12). 5.6.4 Wind Resistance for Underlayment-Systems in Foam-On Tile Applications' FRSA/TRl April 2012 (04-12) does not address wind'uplift resistance of all underlayment systems beneath foam-on file systems,where the underlayment forms.part of the load-path. The following.wind uplift limitations-apply to direct-deck underlayment systems that are not addressed in FRSA/TRI April 2012(04-12)and are used in foam-on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable vind loads,and reflects the ultimate passing pressure.divided by 2(the 2 to 1 margin of safety per FBC 15,04.9 has already been applied). Refer to FRSA/TRl April 2012(d4-12),Appendix A,Table 1A or FBC 1609 for.determination of design wind pressures. #1 Maximum Design Pressure==45.0 psf Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: -(Option6l)ASTM D41 or RESISTO EXTERIOR PRIMER Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered. #2 Maximum Desiah'Pressure.=-67.S psf Deck- Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: sopr6ma Elastocol 600c Underlayment: Tri-Built,S/A HT TU Underlayment,self-adhered. #3 Maximum Design Pressure=-450.0 Deck: Min.415/32-inch APA-rat6d BCX plywood (may be.installed C-side up) to meet project requirements to satisfaction of Authority Having Jurisdiction: Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit -adhesion. All sheathing fasteners shall be-driven flush with the surface. All sharp splinters and wood projections shall be removed/sanded. Primer: (Optional)RESISTO EXTERIOR PRIMER Underlayment: Tri-BUIlt S/A HT TU Underlayment, self-adhered„shall be thoroughly roll using hand roller and/or weighted roller to ensure there are no voids, and ensure there are no voids/bridging at side andend-laps. #4 Maximum Design Pressure;;-60.0-P Deck: Min. '19/32-rinch plywood to meet project requirements to satisfaction of Authority Having'Jurisdiction. Base Sheet: Soprema Sopra-G or Modified Sopra-G mechanically attached With nails(FBC 1517.5.1) and tin caps(FBC 1517.5.2);spaced 6-inch o.c.at the 4-inc i h laps and 6-inch_o.c.in three, equally spaced rows in the*,center of the sheet. Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered. Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6 Certificate of Authorization#9503 6'".EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments;T(800)516-1485 Revision 6-.'09/25/2017 Page 4-of 6 4TRINITYIERD 5.6.4.1 For mechanically attached Base Sheet,the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012(0412),Appendix A,Table.IA. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 133. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM`Loss Prevention Data Sheet 1-29(January 2016)for Zone 2/3 enhancements. 5.7 Exposure Limitations: Tri-Built Sand-R SA Shingle`Underlayment or Tri-Built Smooth HT S/A Underiayment shall not be left exposed for longer than 30-days after installation Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation. 5.8 Tile Slippage Limitations(TAS 103 per FRS/TRI April 2012(04-12)): When loading roof tiles on the underlayment in direct-deck tile assemblies,the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. TABLE 2 TILE SLIPPAGE LIMITATIONS FbIl DIRECT-DECI4TILE INSTALLATIONS._ ^ Underlayment Tile Profile Staging Method Maximum f Slope. Flat Max.10-tile,,stack 6:12 Lugged Max.10-tile stack S:12 i Max.10-tile stack(bottom 2-tile stack shall be inverted,followed by g'tiles high 6:12 on slope;as shown below) t Tri-built 5/A HTTU Underlayment Lugged k! f � � Ii:.'ti6i k3i3 i!•p •'A'i e 1, 1 A 1 l 1 4 I Exterior Research and Design,LLC. Eyaluation Report A42960.10.12-R6 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments,(800)S16448S Revision 6:09/25/2017 Page 5 of 6 I 1 i . `�^ � I �IIER—D 6 ImsnLuATnmm: . 6.1 TRI-BUILT Nwo0 Un6erlayuments shall be installed in accordance with Materials Group, LLC published installation requirements subject to the Limitations set forth in Section herein and the specifics noted below. 5.2 Re-fasten any Those decking panels,and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust andidebris prior to application,and prime the substrate(if applicable). 6.3 Uy�etlayffient: � 6.3.1 Shall be installed in compliance Vith the requirements for ASTM D1970 undeioyment in PBCTable %50/1^1for the type nfprepared roof covering 1obeinstalled. � 6.3.2 Non-Tile applications: While priming is optional,TRI-BUILT Materials Group,LLC recommends priming the deck'if the final roof cover isnot slated for installation within 24hours. Apply sheet parallel tothe roof edge. Roll out approximately 1Oftofmembrane and peel back the first 3 | ftofrelease film. Adhere theexposed part to the,substrate and unroll the remaining membrane as far as possible. Once the entire length of membrane is in place, peel-off the release film diagonally while holding the membrane tight. Firmly roll,broom prhand-press the membrane into place toachieve abond. Horizontal seams should be minimum 3-inches, configured to,shed water. Vertical seams should be 6- inchecand staggered not less than 2-ft from vertical seams inthe course below,sealed inaccordance with ' TRI-BUILT Materials Group,.LLC requirements, ' When instaUin� a¢ a\opex above #^1�� T0�BM|LT ��utoMals Group, L�� recommends back-nailing in the \ . i overlap area atthe top cfthe.sheet atz2-ocho.c. / For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths.Peel the release paper and center sheet ' nvervaUeyorhd�e' Drape and pre�sheet into p|ao� wmr�nghnmthe center ofthe vaUeyorhdgein ! ' each direction. For valleys,apply the sheet starting atthe lowest point and work upward. 6.3.3 Tile Applications(Tri-Built S/A HT TU Underlayment only) Reference is mode to FRSA/TR| April 2012 (04-12) Installation Manual and Table 1 herein, using the ) instructions noted above asaguideline. / For foam-on tile applications,reference is made to Section 5.6.4 herein for Wind resistance|imitatonsthmt ' fall outside the scope nf F8S/@TR/April 20121D4-12). ` l]|e shall be loaded and staged in a manner that preoents tile slippage and/or damage to the ) undedoymemt. See Table 1 herein, and TRI-BUILT moaterials Group, LLC pYbUshed requirements for tile staging. 7. 0u/mm/NG PERMIT REQUIREMENTS: ` ' 4srequired bythe Building Official orAuthority Having Jurisdiction inorder toproperly evaluate the installation of � this product. � 8. MANUFACTURING PLANTS: � GuUoort,MS ' ' 9. QUALITY ASSURANCE ENTITY: | � . UL,LLC—QUAS625 (314)578-3406; ' ! 'smoOFsxAuUxrIOmmcPoRr- | ` smoriorResearch and Design,u.C' Evaluation Report w42yoouu12-ns i Certificate qyAuthorization»95a3 o=EDITION(zo1rrocmom'ovoZEVALUATION | a16048-x6 TRI-BUILT Roof u"uenavmpms;(800)516-148S Revision 6:09/2512017 Page u^,u Florida Building Code Online Page 1 of 4 °• fi e i' a ° � � c t � BCTS Home Login i User Registration • Hot Topic ; Submit'Surcharge Stats&Facts Publications FBC Staff{ BOS Site Map 1 Unks ( Search { Or "' Product Approval� USEBPublicUser�, fr7 =RECEED Product Approval Menu>Product or Ao Ip ication Search>Application-Ust.>Application Detail FL# FL14645-R3 Application Type Revisioncode version 2017 Application Statu§ Approved REVIEWED FOR Comments CODE COMPLIANCE Archived I� ST. LUCIE CO UNTY Product Manufacturer" Metal Sales Manufacturing Corporation �pt,�pm��lplCj Address/Phone/Email 545 South 3rd Street Suite 200 t�� Louisville,KY 40202 (502)855-4300 dsterMer@metalsales.us.com Authorized Signature David Stermer dstermer@metalsales.us.com Technical Representative Address/Phone/Emali Quality Assurance Representative Address/Phone/Email Category Roofing s; Subcategory Metal Roofing 3 Compliance Method Evaluation Report.from a Florida registered Architect or a Licensed Florida Professional Engineer --V Evaluation Report-Hardcopy Received E Florida Engineer or Architect Name who developed Bala Sockalingam ! 'the Evaluation Report Florida License PE-62240 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 12/27/2026 Validated By Yoosef Lavi,P.E. Validation Checklist-Hardcopy Received Certificate of Independence -FL14645 R3 COT CertificateZndeoendence.ndf Referenced Standard and Year(of Standard) Standard Year FM 4470 2012 TAS 125 2003 UL 1897 2012 UL 580 2006 i Equivalence of Product Standards Certified By Sections from the Code s haps:llwww.floridabuild ng.arg(pr/pr appdtl.aspx?param=wGEVXQWtDgsw8ZVNfe8A... 1/12/2018 Product Approval Method Method 1 Option D Date Submitted 09/09/2017 Date Validated 09/14/2017 Date Pending FBC Approval 09/15/2017 Date Approved 12/12/2017 Summa ry of Products Fl-# Model,Number or Name Description 14645.1 2.5"Corrugated Min.26 ga.,21.33"wide coverage through fastened roof panel over min.19/32"thick plywood deck. Limits of Use Installation Instructions Approved for use in HVHZ:No FL1464S R3 11 EvaluatioriRg!oortC2182 J.od Approved formse outside HVHX-Yes Verified By:Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-86.0 Evaluation Reports I Other.Uplift load of 82.3 psf at fastener spacing of 36"ox. FL14645 R3 AE EvaluationReportC2182 I.i)d and 86.0 psf at'fastener spacing of 12"o.c. Created by Independent Third Party:Yes 1464.5.2 SV-Crimp Min.26 ga.,24 wide through fastened roof panel over min. 19/32'thick plywood deck with fasteners through panel flat. Limits.of.Use Installation Instructions Approved for use in HVHZ:No FL14645 R3 IT EvaluatioriReportC2182 2.pdf Approved for use outside HVHZ:Yes Verifled'By:Bala Sockalingam PE 62240 Impact Resistant,N/A Created by Independent Third Party:Yes Design Pressuret+N/A/-149.6 Evaluation Reports Other:Uplift load of 84.5 psf at fastener spacing of 24" FL14645 R3 AE EvatuationReportC2182 2.pd o.c,, 131.3 psf at fastener spacing of 18"o.c.and 149.6 psf Created by Independent Third Party:Yes at fastener spacing of 12"o.c. 14645.3 SV-Crimp Min.26 ga.,24"wide through fastened roof panel over min. 1 19/32!'thick plywood deck with fasteners through panel rib. Limits of Use Installation Instructions Approved for use in HVHZ-No FL1454S R3 11 EvaluationReoortC2182 3.pd Approved for use outside HVHZ:Yes Verified By:Bala Sockalingarn PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design pressure:+N/A/-196.75 Evaluation Reports Other:Uplift load of 41.6 psf at,fastener spacing of 36" FL14645 R3 AE EvaluadonftoortC2182 3.od ox.,74.8 psf at fastener spacing of 16"o.c.and 196.75 psf Created by Independent Third Party:Yes at fastener spacing of 8"o.c. 14645.4 Min.26 ga.,24"wide through fastened roof panel over min. 1S/32"thick plywood deck or 7/16"thick CSB with fasteners through panel rib. Limits of Use Installation Instructions Approved for use in HVHZ:No FL14645 R3 II EvaluationReoortC2182 4.od Approved for use outside HVHZ.Yes Verified By:Bala Sockallngam PE 62240 Yes Impact Resistant:-N/A Created by Independent Third Party:Yes esign Pressuu re:+N/A/-172.5 Evaluation Reports Ot . a fastener tener s;pacing of 36"o.c. FL14645 R3_ AE EvaluationReportC2182 4.Dd and 172,5 psf at fastener spacing of 6"o.c. Created by Independent Third Party:Yes 14645.5A"[ um Classic Rib Nom.0.032'thick,36"wide,aluminum through fastened roof panel over min.15/32":thick plywood deck or 7/16" thick OSS. Limits of Use Installation Instructions Approved for use in HVHZ:No FL14645 R3 11 EvaluationReportC2182 S.od Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam PE 62240 Impact Resistant,N/A Created by Independent Third Party:Yes Design Pressure:+N/AJ-120 Evaluation Reports Other:Uplift load of 30 psf at fastener spacing of 36"o.c. FL14645 R3 AE EvaluationReportC2182 5.0 and 120 psf at fastener spacing of 6"o.c. Created by Independent Third Party.Yes 14645.6 Aluminum Vertical Seam Nom.0.032"thick,16"wide,aluminum standing seam roof panel over min.15/32"thick plywood deck or 7116"thick OSB. Limits of Use Installation Instruction"' FL Approved for use in HVHZ:No FL14645 R3 Il Evaluation ReportC2182 6.od Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party.Yes Design Pressure:+N/A/-97.05 Evaluation Reports Other*.Uplift load of 41.6 psf at clip spacing of 36"o.c., FL14645 R3 AE EvaluationReoort:C2182 6.pd 71.0 psf at dip spacing of 12"o.c.and 97.1 psf at clip Created by Independent Third Party:Yes spacing of 12"p.c.with sidelap adhesive. https://www.floridabuilding.org/pr/pr�_appjtl.aspxq-param=wGEVXQwtDqsw8ZVNfe8A... 1112/2018 Florida Building Code Online Page 3 of 4 14645.7um Vertical Seam Nom.0.032"thick,16"wide,aluminum standing seam roof r-mln panel over min.19/32"thick plywood deck Limits of Use Installation Instructions Approved EvaluationReportC2182 pdF ,proved for use in HVHZ:No FL146 5 R3 11 EvaluationRer) Approved for use outside HVHZ-Yes Verified By:Bala Sockalingam PE 62240 Impact Resistant.N/A Created by Independent Third Party:Yes Design Pressure:+NIA/-162.0 Evaluation Reports Other.Upllft load of 41.6 psf at clip spacing of 36"o.c., FL14645 123 AE EvaluationReportC2182 7.nd 100.2 psf at alp spacing of 12"'o.c.and 162.0 psf at clip Created by Independent Third Party:Yes spacing Of 12"o.c.with support strap. 14645.8 Classic Rib Min.29 ga.,36"wide through'fastened roof panel over min, 1 15/32"thick plywood deck. Limits of Use Installation Instructions Approved for use in HVHZ:No FL14645 R3 11 EvaluationRet)ortC2182 8.pd Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam PE 62240 Impact Resistant;N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-g1 Evaluation Reports Other-Uplift load of 41.5 psf at fastener spacing of 48"o.c. FL14645 R3 AE EvaluatlohReportC2182 8.)d and,91 psf at fastener spacing of 6"o.c. Created by Independent Third Party:Yes 14645.9 [ Rib Min.26 ga.,36"wide through fastened roof panel over min.Classic 19/32"thick plywood deck. Limits of Use Installation Instructions Approved for use In HVHZ:No FL14645 R3 11 EvaluationReportC2182 9.od Approved for use'outside HVHZ:Yes Verified By:Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-133.9 Evaluation Reports Other;Uplift load of 74.8 psf at fastener spacing of 36" FL14645 R3 AE EvaluationReportC2182 4.odf o.c.,92.3 psf at fastener spacing of 24"o.c.and 133.9 psf Created by Independent Third Party:Yes at fastener spacing of 18"o.c. Classic Rib 14645.10 Min.29 ga.,36"wide through fastened roof panel over min. 7/16"thick OSB deck Limits of Use Installation Instructions Approved for use In HVHZ-.No FL14645 R3 11 EvaluatlonReoortC2182-10.od Approved for use outsideHifHZ:Yes Verified By:Bala Sockalingam PE 62240 Impact Resistant:N/A Created by--Independent Third Party:Yes Design Pressure:+N/A/-135.0 Evaluation Reports, Other.Uplift load of 45 psf at fastener spacing of 24"o.c. FL14645 R3 AE EvaluationReportC2182 10.pd and 135 psf at fastener spacing of 6"o.c. Created by Independent Third Party:Yes 14645.11 Classic Rib Min.29 ga.,36"wide through fastened roof panel over min. 15/32"thick plywood deck. Limits of Use Installation Instructions Approved for use in HVHZ:No FL14645 R3 II EvaluationkeportC2182 11.odf Approved foruse outside HVHZ:Yes Verified By;'Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party.Yes Design Pressure;+N/A/-138.5 Evaluation Reports Other:Uplift load of 68.4 psF at fastener spacing of 24"o.c. FL14645 R3 AE EvaluationRenortC2182 Mod and 138.5 psf at fastener spacing of 12"o.c. Created by Independent Third Party;Yes 14645.12 image 11 Min.26 ga.,16"wide concealed fastened roof panel over min.15/32"thick plywood deck or 7/16"thick OSB. Limits of Use Installation Instructions Approved for use in HVHZ:No FL14645 R3 11 EvaluationReportC2182 12.pd Approved.for use outside HVHZ.Yes Verified By:Bala Sockalingam PE 62240 Impact Resistant:N/A Created by ipdependenl:Tt lrd Party:Yes Design Pressure:+N/A/-86.55 Evaluation Reports Other,Uplift load of 20.8 psf at fastener spacing of 24" FL14645 R3 AE EvaluationReportC2182 12.od o.c.,63.5 psf at fastener spacing of 6"o.c.and 86.55 psf at Created by Independent Third Party:Yes fastener spacing of 6"o.c.with sidelap-adhesive. ---------- 14645.13 PBR-Panel or R-Panel Min,26 ga.,36"wide through fastened roof panel over min. 15/32"thick plywood deck.' Limits of UseInstallation Instructions Approved for use in HVHZ:No FL14645 R3 11 EvaluationRer)QrtC2182 13-pd Approved for use outside HVHZ,.Yes Verified By:Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent T!hird Party:Yes Design Pressure:+N/A/-131.0 Evaluation Repo - Other:Uplift load of 30.O psFat fastener spacing of 48"o.c. FL14645 AE MlyationReportC2182 133d and 131.0 psf at fastener spacing of 6"oic. Created by Independent Third Party:Yes 14645.14 Pro-Panel 11 Min.29gaq 36-wide thro6gh fastened roof panel over min. 15/32'thick plywood deck. https://www flondabuilding.org/pr/piapp __dtI.aspx?param=wGEVXQwtDqs*8ZVNfe8A... 1/12/2018 Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ:No FL14645 R311 EvatuationReportC2182 14.)d Approved for use outside HVHZ:Yes Verified By.Bala Sockalingarn PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-71.5 Evaluation Reports Other:Uolift'load of 41.6 psf at fastener spacing of 24*D.C. FL14645 R3 AE'EvaluationReportC2182 14-od - and 71.5 psF at fastener spacing of 12"D.C. Created by Independent Thlrd'Party:Yes F.a---1 PR Contact .:2601 Stair Stone Road—Tallahassee FL 32399 Phone:859.-487-1824 The State of Florida is an WEED employer.Cogyriaht 2007-2013 State of-Florida.::Privacy Statemen ;:Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.IF you do not want your e-mail address released In response to a public-records requdst,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,liCensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.It you do not wish to supply a personal addressplease provide the Department With an email address which can be made available tothe public:To determine If you area licensee under Chapter 455,F.S.,please dick hgM. Product Approval Accepts: MIT rt.-�]98 RR M Credit Card Safe https-//www.floridabuilding.org/prlprapp_Otl.aspx?param=wGEVXQ 8ZVNfe8A,.. 1/12/2018 EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION' 126 GA.5V-CRIMP PANEL' FLORIDA BUILDING CODE 6TH EDITION(2017) FLORIDA PRODUCT APPROVAL FL 14645.4-R3 ROOFING METAL ROOFING Prepared For: Metal Sales Manufacturing Corporation 545 South 3rd Street,Suite 200 Louisville,KY 40202 Telephone: (502) 855-4300 Fax: (502) 855-4290 ti Prepared By: Bala Sockafingam,Ph.D.,P.E. Florida Professional Engineer#62240 1216 N Lansing Ave.,Suite C Tulsa,OK 74106 Telephone: (918) 492-5992 FAX: (918)493-3568 This report consists of Evaluation Report(3 Pages including cover) Installation Details(I Page) vt S0CKAk/jV-!'ee . ...... Load Span Table(I Page) . .E N V No 62240 30 STATE OF 4U Report No. C2182-4 - 0 . . - -Z, Date: 9.9.17 0 A`! (-7 FL 14645.4-R3 C2182-4 9.9-17 Page 2 of 3 Manufacturer: Metal Sales Manufacturing Corporation Product Name: 5V-Crimp f. Panel Description: 24"wide coverage with(5) 1/2"high ribs Materials: Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel(ASTM A792)or painted steel(ASTM A755). Deck Description: Min. 7/16" thick 0SJ3 or min. 15/32" thick plywood or min. W thick wood plank (min SO of 0.42) for new and existing constructions. Designed by others-and installed as per FBC 2017. Deck Attachment: 8d x.2.5" long ring shank nails or#8'x 2" long Wood screws @ 6" o.c. III (Minimum) in the plywood field and edge§. Designed as per FBC 2017. Underlayment: Minimum underlayment as per FBC 2017 Section 1,507.4.5.1. Slope! 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2. Requires applied lap sealant for roof slopes less than 3:12. Design Uplift Pressure: 30.0 psf @ fastener spacing of 36" o.c. of Safety ety 2) 172.5 psf@ fastener spacing of 6"o.c. Fastener Pattern: Type: #9-16 or #10-14 hex head wood screws with sealed washer. Fastener shall be of sufficient length to penetrate through the dock a minimum of 3/8" and installed as per Metal Sales current installation procedure. At panel ends @ 6"o.c.across Panel width At intermediate @ 12" o.c.across panel width Test Standards: Roof assembly tested in accordance,with U1,580-06 'Uplift Resistance of Roof Assemblies' & UL1897-04"Uplift Tests for Roof Covering Systems'. Test Equivalency: The test procedures in UL 1897-04 comply with test procedures prescribed in UL 1897-12. Code Compliance: The product described herein has demonstrated compliance With FBC 2017 Section 1507.4. Product Limitations: Design wind loads shall be determined far.each Project in accordance with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed, herein shall not be exceeded. The design pressure for reduced fastlener'spacing may be directory or ASTM E108/UL790 report from an accredited laboratory for fire ratings of this product. Supporting Documents: UL580& 1897 Test Reports PRI Construction Materials Technologies { MSMC=017-02-01,Reporting Date 9120113 f t i FL 14645.14-R3 C2182-4 9.9.17 Page 3 of 3 computed using rational analysis prepared by a Florida Professional Engineer or based on Metal Sales load span table'" This evaluation report is not applicable in High Velocity Hurricanecane, Zone. Fire classification is not within scope of this EvaluationF Report. Refer to FBC 201.7 Section 1505 and current approved roofing materials vxaxx ar. amcca ar. PANEL OVERLAP as. as. 5V-CRIMP "O" —:f/es FASTENER AT PANEL FLAT H SEE DETAIL 2 SEE DETAIL, 1 REQUIRED FOR PANEL � � ENDS ONLY. --- _ MINIMUM ATTACHMENT: PANEL FASTENER PER UPLIFT -" LOAD TABLE, 8d x-2.5" LONG RING-SHANK NAIL UNDERLAYMENT SHALL BE INSTALLED U OR,#8 x 2" LONG'WOOD SCREWS GPER.MANUFACTURER'S INSTALLATION SPACED @ 6"&C. IN THE FIELD GUIDELINES & AT EDGES MIN. 2X_ WOOD RAFTER/JOIST/ ti TRUSS AT MAX. 24" O.C. o o TYPICAL PANEL. INSTALLATION X—=SECTI0.N " " CD z co cnoa 9-16 OR (110-14 WOOOSCREWS W � WITH SELF SEALING WASHER AT MAXIMUM SPACING OF 36"O:C. Q: OD K) 't 5V-CRIMP oo� MIN 26 GA. tj a GENERAL NOTES: 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED.IN ACCORDANCE WITH THE a y UNDERLAYMENT J FLORIDA BUILDING CODE (FBC). I i OSB 7/16" THICK (MIN.) OR 2, ROOF PANELS SHALL BE MIN' 26 GA. (t = 0.019"), EFFECTIVE COVERING 2 DETAIL PLYWOOD 15/32"THICK (MIN.) WIDTH OF PANEL =24". xA 3, THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS SPECIFIED ON THIS DRAWING. yz 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS #9-16,OR #10-.14 WOODSOREWS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS WITH SELF SEALING WASHER AT ARE.GREATER THAN THE DESIGN UPLIFT PRESSURES SPECIFIED ON THIS DRAWING. � r ; MAXIMUM SPACING OF 36" O.C. 5, ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING &THE FLORIDA u BUILDING CODE. IF A DIFFERENCE.OCCURS BETWEEN THE MINIMUM o , REQUIREMENTS OF THIS DRAWING &THE CODE, THE CODE SHALL CONTROL SV-CRIMP 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNM 10 WITHSTAND WIND LOADS AS MIN 26 GA. REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. UNDERLAYMENT VOSB 7/16"THICK (MIN.) OR 21827 DETAIL 2 PLYWOOD 15/32" THICK (MIN.) s,% i ttet aF 1 t i METAL SALES 1 LkWFACTURING CORPORATION 5V-Crimp Uplift Loads (M in..'26 ga.) +. I � Q Description Fastener Spacing Allowable Uplift r along panel length Load in �sfl Coverage-width:24", 6' 172.5 9' 12 9{0 0 Panel Fasteners_ 1 72.0 #9-16`or#10=14 hex head A 18 60.0 wood screws with sealed 21 s 61.4 washer- _ 24 45.0 27 40.0 30 36.0 33 32.7 I 36 30.0 M _ F 1 Notes: 1. The bold numbers indicate,design loads calculated from test data with safety factor-of 2. 2. Panels must be installed as,per Evaluation Report FL 14645.4 and Metal Sales current installation procedure. 3. Three or more spans-condition. ai �y E i i �gBg6B66.dpq�r . e NoS�••'9�y� 62240. L S1; q O•. STATE OF ' ACU Q Bala Sockalingam,Ph.D.,P.E. 1216 N Lansing Ave.,Suite C • , s e Tulsa,Ok 74106 FL 62240 918 492 5992 20'�-7 i I