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HomeMy WebLinkAboutCREEK TECH SERVICES - EVALUATION REPORTCREEKSCANn� Certificate of Authorization No. 29824 17520 Edinburgh Dr NEB Tampa, FL 33647 -...-�;. TECHNICAL SERvicEs. LC �. BY (813)4803421 _ St. Lucie -Count - - EVALUATION REPORT FLORIDA Bun -DING CODE 5'" gDatoN (2014) Manufacturer: DREXEL METALS, INC. Issued August 1Z 2015 1234 Gardiner Lane Louisville, KY 40213 (502)716-7143 wenv.drexmet.com Manufacturing: Drexel Metals Association of Regional Manufacturers (DM -ARM) Quality Assurance: .Architectural Testing, Inc. (QUA1844) SCOPE Category: Roofing Subcategory: Metal Roofing Code Sections: 1504.3.2 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Architectural Testing (TST1558) 56840,02-122-I8 TAS 100 1995 Architectural Testing (TST1558) 58389.01-122-44 UL 680 2008 Architectural Testing (TST1558) 58459.01-122-44 UL 580 2006 Architectural Testing (TST1558) 58461.01-122-44 TAS 125 2003 Architectural Testing(TST1658) 82776.01-109-04 UL 580 2006 Architectural Testing (TST1558) 82776.01-109-44 UL 1897 2004 Architectural Testing(Ml 556) 82784.01-10944 UL580 2006 Architectural Testing (TST1558) 82784.01-109d4 UL 1897 2004 Architectural Testing (TST1558) 83296.01-109-44 UL 580 2006 Architectural Testing (TST1558) 83296,01-109-44 UL 1897 2004 Force Engineering& Testing (TST5328) 175-0054T-12 UL58D 2006 Force Engineering & Testing (TST5328) 178.0054T-12 UL 1897 2004 Force Engineering & Testing (TST5328) 176.0055T-i2 UL 580 2006 Force Engineering & Testing (TST5328) 178.0055T-12 UL 1897 2004 Hurricane Test Laboratory (TST1527) 0287-13209.07 TAS 125 2003 Hurricane Test Laboratory (TST1527) 0287-0308-07 TAS 125 2003 Hurricane Test Laboratory (TST1527) 0287-0311-07 TAS 125 2003 Hurricane Test Laboratory (TST1527) 0287-0313-07 TAS 125 2003 Hurricane Test Laboratory (TST152T) 0287-0512-07 TAS 125 2003 Hurricane Test Laboratory (TST1527) 0287-0706.07 TAS 125 2003 FRI Construction Materials Technologies (TST5878) AKZC-001-02-01105 ASTM B 117 2002 PRI Construction Materials Technologies (TST5878) AKZC-001-02-01106 TAS 110 2000 PRI Construction Materials Technologies (TST5878) AKZC-003-02.01102 ASTM B 117 2002 PRI Construction Materials Technologies (TST5878) AKZC OM02-01102 TAS 110 2000 PRI Construction Materials Technologies (TST5878) AKZC-003-02-03104 ASTM G 26 1996 PRI Construction Materials Technologies (TST5878) AK7C-003-02-03104 TAS 110 2000 PRI Construction Materials Technologies (TST5878) DMC-004-02-01 TAS 125 2003 PRI Construction Materials Technologies (TST5878) OMC-005-02-01 TAS 125 2003 PRI Construction Materials Technologies (TST5878) DMC-006-02-01 TAS 125 2003 PRI Construction Materials Technologies (TST5878) DMC-007-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) DMC-008.02.01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) DMC-gg9-0201 TAS 100 1995 PRI Construction Materials Technologies (TST5878) DMC-014-02.01 TAS 125 2003 PRI Construction Materials Technologies (TST5878) DMC-016-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) DMC-017-02-01 Rev 1 UL 1897 20D4 PRI Construction Materials Technologies (TST5878) DMC-017-02-01 Rev 1 UL 580 2006 PRI Construction Materials Technologies (TST5878) DMC-018.02-01 UL 1897 2004 PRI Construction Materials Technologies (TST5878) DMC-01"Z2 01 UL 580 2005 DRX15001.1 _ FL17678-RI Page 1 of 5 This evaluation report is provided for State of Florida product approval under Rule 6143203. The manufacturer sha8 notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Eft Report No. PRI Construction Materials Technologies (TST5878)-OMC-024.02-01 PRI Construction Materials Technologies (TST5878) DMC-024-02-01 DREXEL METALS, INC. Metal Roofing t ndard Year UL 1897 2004 UL 580 2006 DMC 10ONSA1 in. snap lock seam; Max.16 in. wrage ve s- - : ---r -------- D c "ption: Non-structural, snap lock standing seam roof panel with erial: Min. 24 ga. TRINAR© or CERAM-A-STAR+0+ coated ASTM A792 AZi or ASTM A653 G90; F. = min. 50 ksi; Shall conform with FBC Seaton 1507A.3 150SL ! Profile: 1 1.51n. Material: ! Min. 24 ga. TRINAR© or CERAM-A-STAR@ coated ASTM A792 AZ50, or ASTM A653 G90; F,. = min. 50 ksi; Shall conform with FBC Section 1507.4-3 1.5 in. mechanical seam_Max. 16 in. average Non-structural, mechanical lock standing seam roof panel Min. 0.032In. TRINARO or CERAM-A-STARE coated ASTM B209 alumin min. 16 ksi; Shall conform with FBC Section 1507.4.3 Min. 24 ga. Ti or CERAM-ASTARJ coated ASTM A792 AZ50, or ASTM A653 G90: F. = min. 50 ksi: Shall conform with li Section 1507 DRX15D01.1 FL17678-R1 Page 2 of 5 This evaluation report is provided for State of Florida product approval under Rule 61020-3. The manufacturer shag notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC STATEMENT DREXEL METALS, INC. Metal Roofing The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5"' Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. `%`ttf�fvftR rtl,J�r,' ENs �s�i2015.08.12 No 74021 = 17:21:23. v :-04t00t •9 STATE OF Zachary R. Priest, P.E. Florida Registration No. Organization No.21 ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, not will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A— Installation(10 pages) 2) APPENDIX B — Approved Roof Systems (7 pages) 3) APPENDIX C — Design Wind Loads(4 pages) DRX16001.1 FL17678-R1 Page 5 of 5 This evaluation report Is provided for State of Florida product approval under Rule 61 G203. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC - Note = Reiar to DREXEL METALS, INC. Metal Roofing APPENDIX A Component Product Installation Detail . #9-15 HWH wood screw with sealing wasber. Shalt penetrate through the sheathing a minimum.Ts in. Must be corrosion #10-13 PH wood screw resistant in accordance with FBC section 1507.4A. Fasteners #10.16 DP3 PH self- drillingscrew Shall penetrate through the top no of the steel deck a minimum 3141n. Must be #14-13 DPI PH self- corrosion resistant in accordance with FBC section 1507.4.4. drilling screw Bearing Plates to ga. Bearing Plate v 3„ ® a yy 24 ga. in -seam clip DMC 150SL Clip/•7� 24 ga. SS in -seam clip Clips 24 ga. DMC 15OSS Clip L o —r a,, o a 24 ga. in -seam clip 24 ga. DMC 15OSS Fixed Clip 1 �� f tg a o 0 isn "Y ^ DRX15001.1 FL17678-Rl Page 1 of 10 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, , � Y CREEK OR LMSTA ,rero. 6letaf RoofA0 TECHNICAL SERVICPs, LLG APPENDIX IS APPROVED ROOF SYSTEMS The following notes shall be observed vfien using the assembly tables below. ---- I. Mammum Design Pressures (MDP) were calculated using a 2.1 margin of safety per FBC Section 1504.9. 2 Refer to tluLT(q eu and sections of this evaluatton when using the tables)balm. 3. Refer M INWAUAy"sector, of this report far instatation detail when the Information is not explicitly stated for the selected assembly. 4. The encenter (o.a.) sparing given is the M)dmum allowable attachment spacing for the rated system. S. Sieal Deck shall be designed by others in accaafanae with FBC requirements and shall be minimum 22 ga (Fy = min.33 ksi) Wide Rib Deck (Type WR) conforming to ANS9SDI-R01.0 S FBG. 6. Wood Deck shall be designed by others In accordanco with FBG requirements and shall be minimum 161324nch lark APA Span -Rated ptywood sheathing at maximum 244nch soan. TNsavaluatronreponis PMVA ffor Stateef FlOW3Produdappmvalunder Wde61G2039 The marwfacluref shall wdfy CREEK Technical Services, LLC of any product c"esor quality assuraera changes throughout the duration.forwhich this report is valid. This evaivatbn mpmt dons rat express rarNrpiyvrzganty, hrvdallatan, recananendsd use, arotha Preductatt Nu datwenotspeoifirallyaddrersevlhemin CREEK OR LMSTA ,rero. 6letaf RoofA0 TECHNICAL SERVICPs, LLG APPENDIX IS APPROVED ROOF SYSTEMS The following notes shall be observed vfien using the assembly tables below. ---- I. Mammum Design Pressures (MDP) were calculated using a 2.1 margin of safety per FBC Section 1504.9. 2 Refer to tluLT(q eu and sections of this evaluatton when using the tables)balm. 3. Refer M INWAUAy"sector, of this report far instatation detail when the Information is not explicitly stated for the selected assembly. 4. The encenter (o.a.) sparing given is the M)dmum allowable attachment spacing for the rated system. S. Sieal Deck shall be designed by others in accaafanae with FBC requirements and shall be minimum 22 ga (Fy = min.33 ksi) Wide Rib Deck (Type WR) conforming to ANS9SDI-R01.0 S FBG. 6. Wood Deck shall be designed by others In accordanco with FBG requirements and shall be minimum 161324nch lark APA Span -Rated ptywood sheathing at maximum 244nch soan. TNsavaluatronreponis PMVA ffor Stateef FlOW3Produdappmvalunder Wde61G2039 The marwfacluref shall wdfy CREEK Technical Services, LLC of any product c"esor quality assuraera changes throughout the duration.forwhich this report is valid. This evaivatbn mpmt dons rat express rarNrpiyvrzganty, hrvdallatan, recananendsd use, arotha Preductatt Nu datwenotspeoifirallyaddrersevlhemin proved Systems for DMC 158SL over Woad Deck (New or Existing) System No. Deck Fire$amer Undedayment Root Panel Panel.ADachment, MDP (PSO ISDSL-Wi un'15M OPUONAL As mgatrM per 24 grr0MC 1505L DMC 1505L Standardatrachmenl with gip-., �S CDXPtywead VersasMeid Solo FBC Max ietinW v de spa¢W 16In. O.C. proved Systems for OMC'ISDSS over Steel Debk.(Na or Existing) system Deck Fire Barrier foadation Undedayment Roof Panel Panel Attachment pan 1508SSt Mm.Ty a ga. Type As regwed M1poviso AA=mne.t.d a As r[Quired per F8C 24 ga DMC 1S0SS DMC 150SSM4 S~ry attachment With 41.T Omda en Seel S Emulation InsuLadwh Doom ward Mac 16-bch svido cr5w epaoW 3 in. ov. 150SSS2 Mat 22 ga. Type S. As Tandred Min 1 m.Approved polyisoryanumte Approve ASTIAD 24 an. OMC ISM DMC iSOS3#14 Find-90 a> olrrsal -Tt Grade 80 Sheel InsnW6en hoard 1978 uMerlsymenl Mac tBJnch wide Wifh e6ps spaced 18 b. o.c 15055-53 fihn.22 ga. Typo B. Asrequtred Mm.tut Appoved a As required par FBC 24 ga. DMC 150S3 DMC f50SS #r48u#erW anaUunaMwiN -4 Grade 805teel lielxate TnaWa6m hoaN W. 16+"Ch wide caps spaced 24n. oc. for Is uaU This evalualbe rePW does rot expmss rmr imply warmnhy. haYNiation. naXNnand d use. or cI er product alawes trial are not spewcw addressed