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Home My WebLink AboutPRODUCT APPROVAL METAL ROOFE j�IED BCIS Home I Log In i User Re istration j t Topics ub rcharge rats &Facts Publications Contact Us I BCIS Site Map :Links i Search H� {a g elf ir�g " Product Approv I y Permitting 'USER: Public User ST. Lucie Count , Product Aonroval Menu > product or AnnlicatiorrSearch > Application I'st > Application Detail ,q [�(\a(a8 . c�7Jflty/_ d``Jj��e FL # EM FL11175-R3 BY Application Type Revision �as Code Version 2017 t. I� �� c Application Status Approved Comments Archived j Product Manufacturer Southeastern Metals Mfg. Co. Address/Phone/Email 11801 Industry Drive Jacksonville, FL 32218 (904)696-4682 jhkelsey@semetals.com Authorized Signature Jeremy Kelsey jhkelsey@semetals.com Technical Representative Jeremy Kelsey Address/Phone/Email 11801 Industry Dr. Jacksonville, FL 32218 . (904) 757-4200 Ext4682 jhkelsey@semetals.com Quality Assurance Representative Jim Horton Address/Phone/Email 11801 Industry Drive Jacksonville, FL 32218 jwhorton@semetals.com Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity LL LLC Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL11175 R3 COI SEM12001.2 2017 FBC Eval Report Metal Roofing final.Ddf Referenced Standard and Year (of Standard) Standard Year TAS 125 2003 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/26/2017 Date Validated 09/26/2017 Date Pending FBC Approval 10/04/2017 Date Approved 12/12/2017 Summary'of Products t FL # Model, Number or Name Description 11175.1 Non -Structural Metal Roofing Fastened, snap lock, and mechanically seamed panels Limits of Use Installation Instructions Approved for use in HVHZ: No FI-11175 .113 II SEM12001 2 2017 FBC Eval Report Metal Rpofing_final_- Of Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation for allowable pressures and limits of Evaluation Reports use FL11175 R3 AF SEM12001 2 2017_FBC Eval Report Metal Roofing final.pdf Created by Independent Third Party: Yes Bacic Next Contact Us :: 2601 Blair Stone Road. Tallahassee Fl. 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Coovriaht 2007-2013 State of Florida :: Privacy Statement :: 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 request, 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 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: ` Credit Card Safi TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer:. Southeastern Metals Mfg Co., Inc. 11801 Industry Drive Jacksonville, FL 32218 (800) 874-0335 Manufacturing Plants: Jacksonville, FL Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 (813) 480-3421 FLORIDA BUILDING CODE, 6TIH EDITION (2017) Quality Assurance: Underwriters Laboratories Inc. (QUA1743) SCOPE Issued September 25, 2017 Category: Subcategory: Code Sections: Properties: PRODUCT DESCRIPTION Roofing 'Metal Roofing 1504.3.2 Wind Resistance Profile: SM-RIB Description: min. 29 ga. ASTM A792 AZ50 or ASTM A653 G90; Fy = min. 80 ksi; 3/4" rib; 36" coverage; fastened panel;.Shall conform with FBC Section 1507.4.3 Profile: 5V Crimp Description: min. 29 ga. ASTM A792 AZ50 or ASTM A653 G90; Fy = min. 50 ksi; 7/16" rib; 24" coverage; fastened panel; Shall conform with FBC Section 1507.4.3 Profile: PBR Description: min. 26 ga. ASTM A792 AZ50 or ASTM A653 G90; Fy = min, 80 ksi; 1-1/8" rib; 36" coverage; fastened panel; Shall conform with FBC Section 1507.4.3 Profile: Corrugated Description: min. 26 ga. ASTM A792 AZ50 or ASTM A653 G90; Fy = min. 33 ksi; 1/2" corrugation; 24" coverage; fastened panel; Shall conform with FBC Section 1507.4.3 Profile: Sem-Lok Description: min. 26 ga. ASTM A792 AZ50 or ASTM A653 G90; Fy = min. 50 ksi; 1" rib; 16" coverage; snap lock standing seam panel; Shall conform with FBC Section 1507.4.3 Profile: Sem-Lok Description: min. 0.016 ASTM B 370 copper clad Type 430 stainless steel (Copper XT7); 1" rib; 16" coverage; snap lock standing seam panel; Shall conform with FBC Section 1507.4.3 Profile: Sem-Lok Description:. min. 0.032-inch aluminum 3105 H-24; V rib; 16" coverage; snap Pock standing seam panel; Shall conform with FBC Section 1507.4.3 Profile:. Verti-Lok Description: min. 24 ga. ASTM A792 AZ50 or ASTM A653 G90;. Fy = min. 50 ksi; 1-3/4" rib; 16" coverage; snap lock standing seam panel; Shall conform with FBC Section 1507.4.3 Profile: Rock-Lok Description: min. 24 ga. ASTM A792 AZ50 or ASTM A653 G90; Fy = min. 50 ksi;"2" rib; 16" coverage; mechanically seamed standing seam panel; Shall conform with FBC Section 1507.4.3 . SEM12001.2 FL11175-R3 Page 1 of 21 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. 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. tRtEK " TECHNICAL SERVICES, LLC APPROVED ASSEMBLIES Southeastern Metals Mapufacturing'Co., Inc. Metal Roof Systems ASM 1 29 ga "SPA RIB � �° Slope: 3:12 or greater Deck: Min. 15/32" plywood for new and existing construction with wood supports spaced a maximum 24" o.c.; Shall be designed by other is accordance FBC . Underlayment: As required in accordance with FBC Section 1507.4.5.1 Attachment: #9-15 HWH wood screw with sealing washers installed as shown below with min. 3/8" deck penetration Allowable Pressure: -63.5 psf when fastened max. 24" o.c.-as shown below Pressure calculated using 2:1 margin of safety per 1504.9 ...... __..... . ...... ............36" Coverage 1.7..M.:..._.. -_ ....:...._.: min. 15132" P.yw _ #9-15 FiWH wood screw with sealing washer. spaced 24" o.c. with min. 3/8" deck penetration. Lap Detail: _ _ ... ---- -w ...---_......__ _.._._ SEM12001.2 FL11175-R3 Page 2 of 21 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. CREEK TECHNICAL SERVICES, LLC Southeastern, Metals Manufacturing Co., Inc. Metal Roof Systems :AS'M 2: 29 ga SM RIB Slope: 3:12 or greater Deck: Min. 15/32" plywood for new and existing construction with wood supports -spaced a maximum 24". o.c.; Shall be designed by other is accordance FBC Underlayment: As required in accordance with FBC Section 1507.4.5.1 Attachment: #9-15 HWH wood screw with sealing washers installed as shown below with min. 3/8" deck penetration Allowable Pressure: -101 psf when fastened max. 24" o.c. as shown below Pressure calculated using 2:1 margin of safety per 1504.9 t..._..... _..... ........ ...._........---- ------- ._. 36" Coverage...._. .... _........... _._..---....... _ - �_ min. 15/32" plywood #9-15 HWH wood screw with sealing washer spaced 24" o.c. with min. 3/8" deck penetration. Lap Detail: ---------- ---------- -------_------ SEM12001.2 FL11175-R3 I Page 3 of 21 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. 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. CREED TECHNICAL SERVICES, LLC Southeastern Metals Manufacturing Co., Inc. Metal Roof Systems ASM 3:' 29 ga. 5V Gnrrlp Slope: 3:12 or greater Deck: Min. 15/32" plywood for new and existing construction with wood supports spaced a maximum 24" o.c.; Shall be designed by other is accordance FBC Underlayment: As required in accordance with FBC Section 1507.4.5.1 Attachment: #9-15 HWH wood screw with sealing washers installed as shown below with min. 3/8" deck penetration Allowable Pressure: -71 psf when fastened max. 16" o.c. as shown below Pressure calculated using 2:1 margin of safety per 1504.9 I i IPA ..q... ........ ......... ... ........,.... ... ...... �.. .. t. ,-�....... .... .... .. ..... ... .. ......... .... a... .... _..e ..... ..+ min. 15/32'" plywood HWH wood screw with sealing washer spaced 1 6" o.c. with min. 3/8" deck penetration. Lap Detail: SEM12001.2 FL11175-R3 Page 4 of 21 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. 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. CREED TECHNICAL SERVICES, LLC Southeastern Metals Manufacturing Co., Inc. . Metal Roof Systems AsM .4: 29 ga `5V primp Slope: 3:12 or greater Deck: Min. 15/32" plywood for new and existing construction with wood supports spaced a maximum 24" o.c.; Shall be designed by other is accordance FBC Underlayment: As required in accordance with FBC Section 1507.4.5.1 Attachment: #9-15 HWH wood screw With sealing washers installed as shown below with min. 3/8" deck penetration Allowable Pressure: -71 psf when fastened max. 16" o.c. as shown below Pressure calculated using 2:1 margin of safety per 1504.9 Allowable Pressure: -93.5 psf when fastened max. 12" o.c. as shown below Pressure calculated using 2:1 margin of safety per 1504.9 Coverage _,,.. _..... ... ........., .. min. 15/32" plywood--'` _#9-15 HWH.wood screw.with sealing washer s spaced 12" o.c. with min. 3/8" deck penetration. - , Lap Detail: ----------- y --- .- SEM12001.2 FL11175-R3 Page 5 of 21 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. 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. CREEK. TECHNICAL SERVICES, LLC Southeastern Metals Manufacturing Co., Inc. Metal Roof. Systems w Slope: 2:12 or greater; Apply lap sealant in accordance with manufacturer's instructions under 3:12 Deck: Min. 15/32" plywood for new and existing construction with wood supports spaced a maximum 24" o.c.; Shall be designed by other is accordance FBC Underlayment: As required in accordance with FBC Section 1507.4.5.1 . #9-15 HWH wood screw with sealing washers installed as shown below with min. 3/8" deck Attachment: penetration; #12 x 3/4" HWH metal screws with sealing washers installed 12" o.c. in the panel side lap as shown below Allowable Pressure: -84.25 psf when fastened max. 24" o.c. as shown below Pressure calculated using 2:1 margin of safety per 1504.9 -- ____._._36" Coverage---77 i� min. 15/32" plywood- r 1. #9-15 HWH wood screw with sealing washer . spaced 24" o.c. with min. 3/8" deck penetration. t s1 ,_012 ,(a/Q1" IMIA metal sprow yr %vith So',,Ang wisher 12"o.c. Lap Detail: r a � y SEM12001.2 FL11175-R3 Page 6 of 21 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. 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. JCREEK TECHNICAL SERVICES, LLC Southeastern Metals Manufacturing Co., Inc. Metal Roof Systems ASM 6, 26,�a_ PElR , Slope: 2:12 or greater; Apply lap sealant in accordance with manufacturer's instructions under 3:12 Deck: Min. 15/32" plywood for new and existing construction with wood supports spaced a maximum 24" o.c.; Shall be designed by other is accordance FBC Underlayment: As required in accordance with FBC Section 1507.4.5.1 #9-15 HWH wood screw with sealing washers installed as shown below with min. 3/8" deck Attachment: penetration; #12 x 3/4" HWH metal screws with sealing washers installed 1" o.c. in the panel side lap as shown below Allowable Pressure: -121.75 psf when fastened max. 16" o.c. as shown below Pressure calculated using 2:1 margin of safety per 1504.9 ;_ ........_ ....... ............... ......... -36" Coverage .___. ..._.. _ ... _..... _........... _. ( �\ —...._ .._.... // a; :::. i min. 15/32" plywood---` "- ., 15 HWH wood screw with sealing washer .#9 spaced 16" o.c. with min. 3/8" deck penetration. „ t�12 x 5i,1" HWH mgW.scrq'w ill Lap Detail: .. _,.. �... * IT] _ . _ 12001.2 FL11175-R3 - Page 7 of 21 evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK nical Services, LLC of any product changes. or quality assurance changes throughout the duration.for which this report is valid. evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not fically addressed herein. CREED TECHNICAL SERVICES, LLC Southeastern Metals Manufacturing Co., Inc. Metal Roof Systems ASM 7: 26 ga Corrugafed Slope: 3:12 or greater Deck: Min. 19/32" plywood for new and existing construction with wood supports spaced a maximum 24" o.c.; Shall be designed by other is accordance FBC Underlayment: As required in accordance with FBC Section 1507.4.5.1 Attachment: #9-15 HWH wood screw with sealing washers installed as shown below with min. 3/8" deck penetration Allowable Pressure: -86 psf when fastened max. 16" o.c. as shown below Pressure calculated using 2:1 margin of safety per 1504.9 Coverage__-__.._. �.._ —........... - ,f min. 19/32" plywood.-'� `ll- . ,#9-15 HWH wood screw with sealing washer spaced 16" o.c, with min. 3/8" deck penetration. Lap Detail: ---------------------------- SEM12001.2 FL11175-R3 Page 8 of 21 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. 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. L CREED L TECHNICAL SERVICES, LLC Southeastern Metals Manufacturing Co., Inc. Metal Roof Systems ASM 8 26,ga Corrugatetl Slope: 3:12 or greater Deck: Min. 19/32" plywood for new and existing construction with wood supports spaced a maximum 24" o.c.; Shall be designed by other is accordance FBC Underlayment: As required in accordance with FBC Section 1507.4.5.1 Attachment: #9-15 HWH wood screw with sealing washers installed as shown below with min. 3/8" deck penetration Allowable Pressure: -116 psf when fastened max. 12" o.c. as shown below Pressure calculated using 2:1 margin of safety per 1504.9 r24" Coverage --.-._..._._............. _..... I `..�"`',-__....._......._..........:.' ..............:._.:.:......_� - ;'' . ,r.' ^--.-'-' ~ .w.--._ _. . � _ ._._.. _._ .................. ........ min. 19/32" plywood—/ , ,_#9-15HWH wood screw with sealing washer spaced 12" o.c.,with min. 3/8" deck penetration. Lap Detail: ---- ---- ---------- -- SEM12001.2 FL11175-R3 9of21 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. 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. CREEK TECHNICAL SERVICES, LLC Southeastern Metals Manufacturing Co., Inc. Metal Roof Systems ASM 9:� 26 ga- Sem Lok Slope: 3:12 or greater Deck: Min'. 15/32" plywood for new and existing construction with wood supports spaced a maximum 24" o.c.; Shall be designed by other is accordance FBC Underlayment: As required in accordance with FBC Section 1507.4.5.1 Attachment: #10-12 pancake head wood screw installed as shown below with min. 3/8" deck penetration . Allowable Pressure: -52.5 psf when fastened max. 7" o.c. as shown below Pressure calculated using 2:1 margin of safety per 1504.9 Coverage_........_...........__._.._.....__.__.____..... ... 1" ..-'----........_..__.-._....... -...... ..................._................ ..... ------------- _......._-'--'---._..._..__.......... ..................__..._......._...__.._--........... ...._................----.._ __._ min. 15/32" plywood #10-12 pancake head wood screw 7" o.c. N with min, 3/8" deck penetration. Lap Detail: SEM12001.2 FL11175-R3 10 of 21 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. CREEK TECHNICAL SERVICES, LLC' Southeastern Metals Manufacturing Co.;'lnc. Metal Roof Systems A$M 10 p16 Copper XTT"' Seth Luk Slope: r 3:12 or greater Deck: Min. 19/32" plywood for new and existing construction with wood supports spaced a maximum 24" o.c.; Shall be designed by other is accordance FBC Underlayment: As required in accordance with FBC Section 1507.4.5.1 Attachment: #10-12 pancake head wood screw installed as shown below through "HVHZ Zone Cleat" with min. 3/8" deck penetration Allowable Pressure: -99.25 psf when fastened max. 7" o.c. as shown below Pressure calculated using 2:1 margin of safety per 1504.9 -- — —16" Coverage i" A_ VIP am ' '. min..1968 plywood •...... ... r #10-12 pancake head wood screw7" o.c..✓ with min. 3/8" deck penetration. Saro-fok Panel HVHZ Zone CIeat.(Cl.p3) Lap Detail: ¢' Pancake Screw SEM12001.2 FL11175-R3 Page 11 of 21 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. 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. Southeastern Metals Manufacturing Co., Inc CREEKMetal Roof Systems TECHNICAL SERVICES, LLC ASM 11 016 Copper XT;T"" Seth-Lok ° ;; Slope: 3:12 or greater Deck: Min. 15/32" plywood for new and existing construction with wood supports spaced a maximum 24" o.c.; Shall be designed by other is accordance FBC Underlayment: As required in accordance with FBC Section 1507.4.5.1 Attachment: #10-12 pancake head wood screw installed as shown below with min. 3/8" deck penetration Allowable Pressure: -69.25 psf when fastened max.7" o.c. as shown below Pressure calculated using 2:1, margin of safety per 1504.9 _.._._...._... - ...._._ .._.._.__._... 16" Coverage ................ ---.._..-- _ ...._._._. ..- 1" P, ............. _:..� � �- _: -::--c.:-'..'-:..- -.:::.:�... __.._.. (w _ .. .. 1"t.__...._.__. _ ......._:...................---"----__......_ ........_ ................ ._...__.- .. ......... f min. 15/32" plywood m...- '" #10-12 pancake head wood screw 7" o.c.�R with min, 3/8" deck penetration. Lap Detail: L= SEM12001.2 FL11175-R3 Page 12 of 21 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. CREEK TECHNICAL SERVICES, LLC Southeastern Metals Manufacturing Co., Inc. Metal Roof Systems ASM 12; .032 Aluminum Seth Lok : ; Slope: 3:12 or greater Deck: Min. 19/32" plywood for new and existing construction with wood supports spaced a maximum 24" o.c.; Shall be designed by other is accordance FBC Underlayment: As required in accordance with FBC Section 1507.4.5.1 Attachment: #10-12 pancake head wood screw installed as shown below through "HVHZ Zone Cleat" with min. 3/8" deck penetration Allowable Pressure: .63.75 psf when fastened max. 7" o.c. as shown below Pressure calculated using 2:1 margin of safety per 1504.9 — —----16" Coverage 1 min. 19/32" plywood �~ #10-12 pancake head wood screw 7" o.c. with m1h. 3/8" deck penetration, Sam-tok: banal HVHZ Zghe Cleat (CL-3) Lap Detail: Pancake Screw SEM12001.2 FL11175-R3 Page 13 of 21 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. 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. g. Southeastern Metals Manufacturing Co., Inc. CREEK,Metal Roof Systems 'TECHNICAL SERVICES, LLC ASM 3 0�2 `6w _ um tem-Lok' Slope: 3:12 or greater Deck: Min. 19/32" plywood for new and existing construction with.wood supports spaced a maximum 24" o.c.; Shall be designed by other is accordance FBC Underlayment: As required in accordance with FBC Section 1507.4.5.1 #10-12 pancake head wood screw installed as shown below through "HVHZ Zone Cleat" Attachment: with min. 3/8" deck penetration; Liquid Nails® Heavy Duty Construction Adhesive applied in min. 1/2" continuous bead as shown below Allowable Pressure: -120 psf when fastened max. 7" o.c. as shown below Pressure calculated using 2:1 margin of safety per 1504.9 .__ 16" Coverage—_.y...W—_....._— I __ min. 19132" plywood '~ #10-12 pancake head wood screw 7" o.c. with min:. 3/8" deck penetration, ern lak Panel . - VHz ZOO Cfi* CL-3) L[quid Neils Heavy Duty Construction Adhesive Lap Detail: Pancake Scow SEM12001.2 FL11175-R3 Page 14 of 21 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. 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. CREEK TECHNICAL SERVICES, LLC Southeastern Metals Manufacturing Co., Inc. 'Metal Roof Systems ASM 14 , 24 ga cVertt Lok �' � ' Slope: 3:12 or greater Deck: Min. 19/32" plywood for new and existing construction with wood supports spaced a maximum 24" o.c.; Shall be designed by other is accordance FBC Underlayment: As required in accordance with FBC Section 1507.4.5.1 (2) #10-12 pancake head wood screws installed per 18 ga. UL90 clip as shown below with Attachment: min. 3/8" deck penetration; Liquid Nails® Interior and Exterior Marble and Granite Adhesive applied in min. 1/4" continuous bead on backside of male lock as shown below Allowable Pressure: -71.25 psf when clips spaced max. 24" o.c. as shown below Pressure calculated using 2:1 margin of safety per 1504.9 16" Coverage- — J wmmn _ ;;,.:x.x.mmx�xm..amvx_�.z....««vrax-�uwex:wx<xxu.w nexxx.eaxxxwx.exemvnmv.:�..xxmnm:ex...::x�ay.:�:-x<.x..�xm<«��.�. .. ------------------ min. 19/32" plywood--- (2) #10.12 pancake head wood screws per.UL90 clip 24" o.c. with min. 318" deck penetration U uld Nails Interior and Exterior Marble and Granite Adhesive 1 Lap Detail: SEM12001.2 FL11175-R3 Page 15 of 21 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. 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. CREEK TECHNICAL SERVICES, LLC Southeastern Metals Manufacturing Co., Inc. Metal Roof Systems 'AS M 15:, 24 ga,,Vertf Lok. ; Slope: 3:12 or greater Deck: Min. 19/32" plywood for new and existing construction with wood supports spaced a maximum 24" o.c.; Shall be designed by other is accordance FBC Underlayment: As required in accordance with FBC Section 1507.4.5.1 (2) #10-12 pancake head wood screws installed per 18 ga. UL90 clip as shown below with Attachment: min. 3/8" deck penetration; 'Liquid Nails® Interior and Exterior Marble and Granite Adhesive applied in min. 1/4" continuous bead on backside of male lock as shown below Allowable Pressure: -97.5 psf when fastened max. 12" o.c. as shown below Pressure calculated using 2:1 margin of safety per 1504.9 �-� 16" Coverage d min. 19132" plywood '` (2) #10-12 pancake head wood screws per UL90 clip ._......_f 12" ox. wilh'min. 3/9" deck penetration Liquid Nails Interior and Exterior Marble and Granite Adhesive Lap Detail: 12001.2 FL111 16 of 21 evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK nical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. evaluation report does not express nor imply warranty, installation; recommended use, or other product attributes that are not ificaliv addressed herein. A s sSoutheastern Metals Manufacturing Co., Inc. CREEKMetal Roof Systems TECHNICAL SERVICES, LLC "ASM 16: 24 gaE Verti l;ok Slope: 3:12 or greater Deck: Min. 22 ga. B-Deck (Fy = 33 ksi) for new and existing construction with structural supports spaced a maximum 5-ft o.c.; Shall be designed by other is accordance FBC Insulation (optional): Min.1" and max. 4" insulation board Underlayment: As required in accordance with FBC Section 1507.4.5.1 (2) #14-13 pancake head, self -drilling screws installed per 18 ga. UL90 clip as shown below Attachment: with min. 3/4" deck penetration through a 6" x 6", 22 ga. bearing plate; Liquid Nails® Interior and Exterior Marble and Granite Adhesive applied in min.,1/4" continuous bead on backside of male lock as shown below Allowable Pressure: -71.25 psf when clips spaced max. 24" o.c. as shown below Pressure calculated using 2:1 margin of safety per 1504.9 I_.,,,_.__�_�__� _.__._.__. �._.._._.__.._..__.____._._.._....-..._..16"•Coverage_..__.._...___—___._____._.____..___......__._._�,,,..� U 1211, (2} #t14-13 self -drilling metal screws per UL90 clip-.__�'� 24" o.c. with min. 3/4" deck penetration min. 22 ga. B-Deck — �^ Liquid Naile Interior and Exterlor ii Marble and Granite Adhesive { — 22 ga. bearing plate L, r ._.... ........_..., ............_._..._:cam::.:..._._. _._. Lap Detail: SEM12001.2 FL11175-R3 Page 17 of 21 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK echnical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. his evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not Decificallv addressed herein. 3 CREEK TECHNICAL SERVICES, LLC Southeastern Metals Manufacturing Co., Inc: Metal Roof Systems ASM 1724 ga1/ertt t:ok <.. 4 C: Slope: 3:12 or greater Deck: Min. 22 ga. B-Deck (Fy = 33 ksi).for new and existing construction with structural supports spaced a maximum 5-ft o.c.; Shall be designed by other is accordance FBC Insulation (optional): Min.1" and max. 4" insulation board Underlayment: As required in accordance with 1507.4.5 (2) #14-13 pancake head, self -drilling screws installed per 18 ga. UL90 clip as shown below Attachment: with min. 3/4" deck penetration through a 6" x 6", 22 ga. bearing plate; Liquid Nails® Interior and Exterior Marble and Granite Adhesive applied in min. 1/4" continuous bead on backside of male lock as shown below Allowable Pressure: -90 psf when clips spaced max.12" o.c. as shown below Pressure calculated using 2:1 margin of safety per 1504.9 + 16" Coverage f- 4� (2) #14-13 self -drilling metal screws per UL90 clip ! . 12" ox. with min. 3/4" deck penetration -.._.._..__.. ..... ..............................................._.__.-....................__._....................._-...._.- ...... .... -..._.._......__._.._......._... ....-......�.^.��........_._.._..._..._._..- .._.._._.—. - ----...__._....._ min. 22 ga. B-Deck — l Liquid Naile'Inledor and Exterior r Marble and'Granite Adhesive / l-- 22 ga. bearing plate Lap Detail: SEM12001.2 FL11175-R3 . Page 18 of 21 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. 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. his evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not pecifically addressed herein. CREEK TECHNICAL SERVICES, LLC Southeastern Metals Manufacturing Co., Inc. Metal Roof Systems ASM 1 B 24 ga ;Rock-L'ak u Slope: 1:12 or greater Deck: Mina 19/32" plywood for new and existing construction with wood supports spaced a maximum 24" o.c.; Shall .be.designed by other is accordance FBC Underlayment: As required in accordance with FBC Section 1507.4.5:1 Attachment: (2) #10-12 pancake head wood screws installed per 22 ga. UL90 clip as shown below with min. 3/8" deck penetration; -93.5 psf when clips spaced max. 16" o.c._ Allowable Pressure: -101 psf when clips spaced max.12" o.c. Pressure calculated using 2:1 margin of safety per 1504.9 do Nominal16 (15.940) ---►� i 2 ' I 5.540 5.20 5.20 1, Lap Detail: FACTORYAPPLIED FACTORYAPPLIED SEALANT SEALANT C.IP GLIP PANEL P�E FASTENER BEFORE BEAMING AFTER SWING SEM12001.2 FL11175-R3 Page 19 of 21 his evaluation report is provided for State of Florida product approval under Rule 61 G20-3.. The manufacturer shall notify CREEK echnical Services, LLC of any product changes'or quality assurance changes throughout the duration for which this report is valid. his evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not pecifically addressed herein. Q �,,CREEK TECHNICAL SERVICES, LLC Southeastern Metals Manufacturing Co., Inc. Metal Roof Systems ASM-19: 24� ,gaRbck L'ok Slope: 1:12 or greater Deck: Min. 22 ga. B-Deck (Fy = 33 ksi) for new and existing construction with structural supports spaced a maximum 5-ft o.c.; Shall be designed by other is accordance FBC Insulation (optional): Min. 1" and max. 4" insulation board Underlayment: As required in accordance with FBC Section 1507.4.5.1 Attachment: (2) 1/4" pancake head, self -drilling screws installed per 22 ga. UL90 clip as shown below with min. 3/4" deck penetration through a 6" x 6", 22 ga. bearing plate -88 psf when clips spaced max. 24" o.c. Allowable Pressure: -151.75 psf when clips spaced max.12" o.c. Pressure calculated using 2:1 margin of safety per 1504.9 i Nominal 16 (15,940) - 2 ' T ' 5.540 5.20 5.20 Lap Detail: o, FACTORYAPPUFD FACTORY APPLIED SEALANT SEALANT i CUp CLIP CLIP ON BEARING PLATE (FLAT) q PANEL I i I F FASTENER BEFORE BEAMING AFTER SEAMING EM12001.2 FL11175-R3 20 of 21 evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK nical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not fically addressed herein. k a CREEK TECHNICAL SERVICES, LLC REFERENCES Southeastern Metals Manufacturing Co., Inc. Metal Roof Systems Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 11OR-1 TAS 125 2003 Certified Testing Laboratories (TST1577) CTLA 111 R TAS 125 2003 Force Engineering and Testing (TST5328) 188-0330T-06D, E TAS 125 2003 Force Engineering and Testing (TST5328) 188-0331T-06D, E TAS 125 2003 Force Engineering and Testing (TST5328) 188-0332T-06A, B TAS 125 2003 Hurricane Test Laboratory (TST1527) 0041-1019-07 TAS 125 2003 Hurricane Test Laboratory (TST1527) 0041-0812-07 TAS 125 2003 Hurricane Test Laboratory (TST1527) 0041-00202-10 TAS 125 2003 PRI Construction Materials Technologies (TST5878) SEM-013-02-02.04 TAS 125 2003 PRI Construction Materials Technologies (TST5878) SEM-016-02-01 TAS 125 2003 PRI Construction Materials Technologies (TST5878) SEM-018-02-01 TAS 125 2003 LIMITATIONS 1. This evaluation is not for use in the HVHZ. 2. Fire classification is not within the scope of this evaluation 3. Design wind loads shall be determined in accordance with FBC Section 1609. 4. The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 5. The maximum fastener spacing for the approved assemblies shall not be exceeded. 6. Reroofing shall be conducted in accordance with FBC Section 1511. 7. Panel materials shall comply with FBC Section 1507.4.3 8. Fasteners shall comply with FBC Section 1507.4.4 9. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 10. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT' The products and assemblies evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. ,,``GPali YI'R ',' W .. P w.. 2017.09.25 ,.• •GEMS F� , �' •' �' • ' 'r 12:31:36 No 74021 -04'00' . t m Zachary R. Priest, P.E. � :.. STATE OF Florida Registration No. 74021 T A P•.' �` Organization No. ANE9641 s O N A, ; �0�0 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, now will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, now will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT SEM12001.2 FL11175-R3 Page 21 of 21 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.