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HomeMy WebLinkAboutPRODUCT APPROVAL STRUCTURAL COMPONENTS1/9/2018 Florida Building Code Online 1. S + BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search n —� jct USER: AUsermval 3 USER; Public User J • a---" , • !j=> 2XMIL i ��LR9 `a 2h > A2S=:S;�S> Application Detail FL # FL9555-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer UNION CORRUGATING COMPANY Address/Phone/Email 701 S. KING ST. FAYETTEVILLE, NC 28301 (910) 483-0479 Ext256 jstieby@unioncorrugating.com Authorized Signature John Stleby jstieby@unioncorrugating.com Technical Representative C7 © Address/Phone/Email RC9-0 (- l'q Oq_� Quality Assurance Representative Address/Phone/Email FILE COPY Category Structural Components Subcategory Roof Deck Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received 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 09/07/2027 Validated By Yoosef Lavi, RE. Validation Checklist - Hardcopy Received Certificate of Independence (FLcam iR-t R3�ix [ end r+ cf Referenced Standard and Year (of Standard) Standard ASTM E1592 FM 4470 Equivalence of Product Standards Certified By Sections from the Code .org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtvOROQIiZA5RE8EOgziUdl7ntuFlu2jC5s%3d Year 2005 2012 1/3 9/9/2098I Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved FL Mlo .j' Mumber or Marne 9555.1 s_ Panel _-.^____.--..._............._ 08/23/2017 08/28/2017 09/09/2017 12/12/2017 Limits of Use Approv(W Tor use in HVNZ: No Approvsd for use outside HVHZ: Yes Impact :ResBstant: N/A Design 'Pressure: +N/A/-70.25 Other: Uplift load of 70.25 psf @ support spacing of 24" o.c. -- ........ ..............._..._.. _........_...... ........ ... ....... .......... 3555. MasterRib Panel 4:1' R o`D Use Apprmv:ed for nue in Hvi•IZ: No Apprmvzd lolr ruse outside iiVHZ: Yes Ia PM01 Res]stt ins : N/A Design 'F r eswive: +N/A/-47.2 mtheir: Uplift load of 47.2 psf @ support spacing of 60" o.c. 9555.3 MasterRib Panel Description 29 ga., 24" wide, through fastened panel over wood supports Installation Instructions i Verified By: Bala Sockalingam PE 62240 1 Created by Independent Third Party: Yes j Evaluation Reports (j rni-93yn P4 AF F oafiorFiwrxYrRC9A7� a.Rxrf Created by Independent Third Party: Yes 26 ga., 36" wide, through fastened panel over steel supports Created by Independent Third Party: Yes Evaluation Reports 'Q4 �F r G7Fcni8tiL?4%? 172 .Zgd Created by Independent Third Party: Yes 29 ga., 36" wide, through fastened panel over steel supports Limits o1 Use 1Instalgation Instructions ApprOVmd ff•Or RUe in 1•lVHZ: No F05-� RA_ IR 3-cal App¢owYoY use owlside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Iva OZ(=t N/A Created by Independent Third Party: Yes Deslgn P-rass?rre: +27.1/-37.7 Evaluation Reports other: Lesion load of 27.1 & -37.7 psf at support spacing of F05ea R4 AR- icv_Jpsa:FirMag22!2 723.2e 48" ox. Created by Independent Third Party: Yes 9555.4 (MasterRib Panel 29 ga., 36" wide, through fastened panel over wood supports Limits. (04 Use Installation Instructions 6lppro�,ezl for ose ira.rr9ltN�: No r as Appr(D.,:cd fio:r us,e outsi¢te MVHZ: Yes Verified By: Bala Sockalingam PE 62240 IeaslOa�t r?esidsi:ank: N/A Created by Independent Third Party: Yes DGSUV,T)-:reSstYrr:_: +27.1/-36.2 Evaluation Reports ; Gther: Design load of 27.1 & -36.2 psf at support spacing of Rd AE 48" ox. Created by Independent Third Party: Yes ' 9555.5. :MasterRib Panel 129 ga., 36" wide through fastened panel over nom. 1" x 4" ' Limits o:; Use ARpr©•v eJ :fov nssa 5%1, aNVtnTE: No.^_— AlOprr, =J for :us.e oukside FI@YC1Z: Yes ZmPact N/A ? DeseEn s% _sa:urza +N% /-138.9 I Other: L' is load: of 138.9 psf @ support spacing of 24" o.c. i �..._...__.......... _....._.... ..... ............ ....._..__......_.. _.._.._..... t9555.6 PBR Panel ILimfl-- v`r Use Aplpra e ad ,ox U e in. (14UHZ: No Approved ,'os ws• ,aar't>fidt lk3%J 2_: Yes Smpapc•2 Resls%zrn:�: N/A Desigia -"reza w e: +96/-163 j 01-Seer: a iga loads of 96 & -163 psf at support spacing of 20" .o.c' Installation Instructions es' RA 11 Ei?2k tl2nRg2ortC S_72 5.txF; i Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes ! Evaluation Reports r _553 Ej AR .adf Created by Independent Third Party: Yes Min. 26 ga., 36" wide, through fastened roof panel over open steel supports. ~Installation Instructions ��5_`} RA 6. Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports trLi,9 5 R4 , 5,rd: Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road. Tallahassee i-L 32399 Phone: 850-487-1824 oc'Kiorida i_ _ _ -It 2007-2013 State of Florida.:: Privacy Statemen*.: Under: ,, r-moil addressee . :ic reco. r . Ir :a ;o not want your a -mall address released in resp:e to a public-remr, : •;t, do W. se. !:Qili!• :•E cft4.aR;�:e7parr. - vGE\,:._lv,7gtvOROOIcZA5RE8EOgziUdl7ntuFlu2jC5G3d 1/9/2018 Florida Building Code Online mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the -public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Cf-Wil F-M SaFE1 _app_dtl.aspx?param=wGEVXQwtDgtvOROQkZA5REBEOgziUdl7ntuFlu2jC5s%3d 313 EVALUATION REPORY OF UNICYN CORRUGATING COEVIRAUNY '26 GA.INI-ASTERRIB PANEL' [DYER Sn"f FFL SURPOR78 FLORIDA BUILDING CODE 4TYJ EDITION (2017) FIOPJDA PRODUCT- PROYAL FL 935&2-R-4 S-f RU " U R-AL CO-M PONE NTS -ROOF DECK Pry" F�w-. union con -mg " " gg� CWm!-kI'-qy 701 S. King Sm- Fayeffevw, W., mml Telephome: (91O)AK"471 Fax: (910) A-3,341-01 Pre"" Bala Sock- aliogwmik. PWOL P.E.- Florida ProksstiwA Emp-meew iM24* 1216 N Laa&*-r-Aw . S C Tuh-,� OR 74146 TekphtwK7 FAX. UW This resen cow-4mis ef. Evaluation Re -port (3 fto,". �mwiw&m-- racer) Ifistalb-fion WuW 4.4 Nge) Loud'-S�atq TsW (1 Page) RepoTt Ncs;. C21772-3 Daw; 8-20201.7 FL 9555.2-R4 C2172-2 8.20.2017 Page 2 of 3 Manufacturer: Union Corrugating Company Product Name: MasterRib Panel Panel Description: 36" wide coverage with 3/4" high ribs at 9" o.c. Materials: Minimum 26 ga., 30 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Support Description: Min 16 ga., 50 ksi steel. (Must be designed by others) Slope: 1/2:12 or greater in accordance with F13C 2017 Section 1507.4.2 Design Uplift Pressure: 47.2 psf @ maximum support spacing of 60" o.c. (Factor of Safety = 2) Support Attachment: #12-14 x 1" long self -drilling screws with washers At end supports @ 3.511-5.5"-3.5" o.c. across panel width At intermediate supports @ 9" o.c. across panel width Sidelap Attachment: 1/4"-14 x 7/3" long SDS with washer @ 30" o.c. Test Standard's: Roof assembly tested in accordance with ASTM E1592-01 `Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference' and FM 4470 Section 5.5 `Resistance to Foot Traffic'. Test Equivalency: The test procedure in ASTM E1592-01 comply with test procedure prescribed in ASTIliI E1592-05(2012). The test procedure in FM 4470 (1992) comply with test procedure prescribed in FM 4470 (2012). Code Compliance: The product described herein has demonstrated compliance with FEC 2017 Section 1507.4. Product Limitations: Design. wind loads shall be determined for each project in accordance with FEC 2017 Section 1609 or ASCE 7-10 using allowable stress design.. The maximum support spacing listed herein shall not be exceeded. The design uplift pressure for reduced support spacing may be computed using rational analysis prepared by a Florida Professional Engineer or based on Union Corrugating load span table. This product is not approved for use in the High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 20,17 Section 1505 and current approved roofing materiels directory for fire ratings of this product. FL 9555.2-R4 C2172-2 8.20.2017 Page 3 of 3 Supporting Documents: AST1Nd E1592 Test Reports Farabaugh Engineering and Testing Inc. Project No. T163-06, Deporting Date 6/7/06 FM 4470 Test Deport ENC®N Technology Inc. C1583-2, Deporting Date 7/24/08 PANEL FASTENER SEE PANEL SIDELAP SIDELAP FASTENER @ e" O.C. DETAIL _ @ 30" O.C. �--9 O.C. MASTERRIB INTERIOR SUPPORTS u PANEL i MIN 16 GA. STEEL (DESIGNED BY OTHERS) PANEL FASTENER @ SIDELAP FASTENER 3.5"-5.5"-3.5" O.C. @ 30" O.C. i 9` D.C. MASTERRIB y END SUPPORTS r-ti PANEL r-ti MIN 16 GA. STEEL - (DESIGNED BY OTHERS) TYPICAL PANEL INSTALLAI ION X-SECT ION MASTERRIB PANEL FASTENER SIDELAP FASTENER PANEL FASTENER @ PANEL @ 9" O.C. /"— @ 30" O.C. 3.5-5.5-3.5" O.C. MIN 16 GA. STEEL (DESIGNED BY OTHERS) SIDELAP FASTENER PASTERRIB PANEL 1/4"-14 SDS WITH PANEL FASTENER WASHER @ 30" O.C. 12-14 x 1' LONG tOS WITH WASHER MIN 16 GA. STEEL (DESIGNED BY OTHERS) PANEL SIDELAP MAX 60" O.C. (SEE LOAD SPAN TABLE FOR ALLOWABLE LOADS AND SPANS) SECTION VIEW GENERAL NOTES: 1. ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC). 2. ROOF PANELS SHALL BE 26 GA. (t = 0.017"). EFFECTIVE COVERING WIDTH OF PANEL = 36". 3. ROOF PANELS SHALL BE INSTALLED OVER STRUCTURE AS SPECIFIED ON THIS DRAWING. 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE DESIGN LOADS. 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. 6. SUPPORTS MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. 7. PANELS MAY SPAN BETWEEN EAVE TO RIDGE SUPPORTS OR RAKE TO RAKE SUPPORTS. e OF 1 UNJUN CORRUGATING COMPANY �£f� Fc;'u �istiiJ.f7iL'T UiiliJ liM'-.3 113.5 i'°:J.)./ 93.0 692 59.3) 51.9 6.1 31. ........... i; 9 9 3 73. 6, 67.47.4 472 — . ��.= 1 _�- toaa ,O fed ef_CP4 r,Gr7&MQ, R ci, -4. ---S-:s,-tDCS€;f?,A CTOhated FbW: ,! on !c sttn--- } c?pacity} pain£§ S4reiPP_tlia,id jsy:":1ii3'f� iGciCp l;z tt`.Ry: ?:5'C! !'CireSl:t4"P%::':'�4'.S"�!'K<Y.'S�Sa'� E;I:C: ;t2J4it�i3i�' �Ei?iiy.-S 1�C3 :>�.�lL1Y.F�J9e G?��£S?T:i$Y113� Q�fY�e'.C%IGR ?1tY111'E. tvti fill' s ilT�>ti,'✓,.zi✓: c; f�6Vd'YJ ?e:; ' �1'�'i�3$'-3ri�.8�. Y.i71? BaL, scale .A511141 E 1591.!' IeSS,: uA 1y 051$�y�n Bb--}`jil cell [75P'A2-/�4.-A. 11"king ,—eld4"dl�li7'+�: n e:ts5 V+i !9 Ylc`'el:.'Y:. Fastener Spacing goer —panel width ' {4, :ni xs .. G:c. iit tN� .:.:.e,z :��e, v• i nA3'."-5.1"6 ems. `.J�i�s`i<5 1:f2ntii1:I3':YiS ?�C 114 •-LA.s 7i'V'ISf3g sv.-�Ig fir-11-3i )5' °"'..—n viS ..til WzISke7 at 3V O.c. e>. :%:.--�P :i7aFepcv-t t mvc mitirt,_.i m 16. gm. NO ;''!iJ �OAG:i- ivask, ba designed ?G Ye9LSt all load's unposed on t!?£ vane . 9i;'te.'pmxti.",1"s7a"i .ii7aux o n 1 e: t e t,i,3i1:1_e `r7r"..'.lr£ tC"i'•s0.e. i:'kvkr,,,�m R'c^fw,i .t! }'J'?. 7 Fit I I?I!i{til CLr'i;.`'?'i's iSi�iic'jon i?3'MCd dye. t, 31 t'r IN d a-asin.a Ave., Suite C. a tli a� •;'lam 74106 ,,�t.9199959J®9tl ea ;.'•�j$SY� rd �y�•� 4 . Cr i` U. • N 4� -2-0. 2 G t-7 PE 62240