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Home My WebLink AboutProduct Approval Florida Building Code Online L(�'1(�15,5:09 AM 'S. ,,ida Department BCIS Home Log In User Registration y Hot Topics Submit Surcharge Stats&Fads Publications FBC Staff BCIS Site Map Links Search , Busines Profess�bnal "1 USER ProdPuubbliAPproval CONCEAl.E�FASTENERS OR ATTACHMENTS Regulation ARE THE RESPONSIBUY OF THE _Produd Approval Menu>Product or Application Search>Application List>Application Detail MW ____�R OF �R� •} �ero-r:.ne�vi se[cria�ce.so;rzM:.. ra..:.r+„a„auro.K•.:- y, 'I(Ip�JifV'MII' '-uµaesMtirtaw.+�vu...a.wxe+•s+:m �._... FL16448-R1 Application Type Revision Code Version 2014 Application Status Approved THESE PLANS AND ALL PROPOSED yeti;:a .ARE SUBJECT TO ANY CORRECTIONS 3 Comments REQUIRED BY FIELD INSPECTORS T111,"ks Archived Y•S.E NECESSAW W ORDER;TO Product Manufacturer Gerard Roofing ,�2 F� W ALL-kPPL16ABLI,CODF1�t Address/Phone/Email 95S Co um a st. J Brea, CA 92821 (714)529-0407 ftinderhill@headwaters.com r Authorized Signature Francis Underhill funderhill@headwaters.com Technical Representative ST.E C. . OUNITY- PUUD_�FC DTTSI®f+t Address/Phone/Email U CE YZE"f��rYTT' DATE Quality Assurance Representative Pi JGms AND RART*MUST BE KEPT ON JO!- Address/Phone/Email OR NO'INSPECTION WILL BE?'LAWEP Category Roofing Subcategory Metal Roofing 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 Zachary R. Priest the Evaluation Report Florida License PE-74021 - Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/31/2016 Validated By Locke Bowden ✓ Validation Checklist-Hardcopy Received Certificate of Independence FL16448 R1 COI GRT 15001 2014 FBC Gerard Evaluation 26 oa - E NALndf Referenced Standard and Year(of Standard) Standard Year ASTM G 155 2005 TAS 100 1995 TAS 110 2000 TAS 125 2003 https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvXaHHDwAAyb7y2SjZMggQB392w2ktPnchxO%2fuzZNCOag%3d%3d Page 1 of Florida Building Code Online 12/22/15,5:09 AM Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 03/25/2015 Date Validated 04/01/2015 Date Pending FBC Approval 04/05/2015 Date Approved 06/22/2015 Date Revised 12/15/2015 Summary of Products FL#r Model, Number or Names Description 16448.1 Gerard Stone Coated Steel Roof stone coated steel battenless (direct-to-deck),bette7nd Systems shingle profit eeeaa xr t - xt&. Limits of Use m nstallation Instructions Ap roved for use in H.VHZ•Yes FL16448 R1 II GRT15001 2014 FBC Gerard Evaluation 26 oa pprove oMCC, uts Z•Yes - FINAL.Ddf Impact Resistant: N/A ° Verified By: Zachary R. Priest 74021 Desi n re sure: +0/-150 ` Created by Independent Third Party: Yes er: See eva or (fn is of use. Evaluation Reports FL16448 RI AE GRT1 5001 2014 FBC Gerard Evaluation 26 ga-FINAL.pddf Created by Independent Third Party: Yes i?nG;: iVEXr. Contact Us::1940 North Monroe Street Tallahassee Fl.32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::g4fund 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 Departrnent 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 dick Item. Product Approval Accepts: ® gal eChecl security a itrn�k:� https://floridabuilding.org/pr/pr app_dtl.aspx7param=wGEVXQwtDgvXaHHDwAAyb7y2SjZMggQB392w2ktPnchx0%2fuzZNGoag%3d%3d Page 2 of; Florida Building Code Online _ 12/22 15,5:08 AM`_: o . � Florida Depaa entU` BCIS Home. ' Log In User Registration. y Hot Topics -Submit Surdtarge Stats&Facts Publications FBC Staff i BCIS Site Map Links` Search I Busines •'��,"1 '� u" Product Approval Professional VUSER:PublicUser Regulation Product Approval Menu>Product or Application Search>Application List Search Criteria Refine Search.. Code Version 201 4 FL# 6448_• pplcaAype AL Duct Manufacturer ALL .. Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity • ALL • Quality Assurance Entity Contract Expired ALL Product Model, Number br Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications FL# Tye Manufacturer Validated By Status !Hi 16448-Ri Revision Gerard Roofing Locke Bowden Approved sto Category: Roofing (334) 300-1800 Subcategory: Metal Roofing FL16448-R2 Revision Gerard Roofing Locke Bowden Pending FBC Approval Category: Roofing (334) 300-1800 Subcategory:Metal Roofing *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us:: 1040 North Monroe Street-Tallahassee FL 32399 Phone•850-487-1824 The State of Florida is an AA/EEO employer.Copyright2007-2013 State of Florida.::Privacy Statement::A=ssihilitStatement::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 mall 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 hCM. Product Approval Accepts: ®® El security m 1-1 u cs i https://floridabuilding.org/pr/pr app_Ist.aspx Page'1 of 1 '?,;`: t�1 Cert-, f e of Authorization No. 29824 CRt K 17520 Edinburgh Dr Tampa,FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT 2014 FLORIDA BUILDING CODE Manufacturer: GERARD ROOFING TECHNOLOGIES Issued April 1,2015 955 Columbia Street Brea,CA 92821 (714)529-0407 hftp://www.gerardusa.com Manufacturing: Brea,CA Quality Assurance: UL LLC(QUA9625) SCOPE Category: Roofing Subcategory: Metal Roofing Code Sections: 1504.3.2, 1518.9, 1523.6.5.2.4 Properties: Wind Resistance,Wind-Driven Rain,Physical Properties 0 PRODUCT DESCRIPTION Granite Ridge Shingle Profile: Metal shingle with Pittsburgh lock at head lap; 13-11/16 in.x 44 in.coverage Description: Preformed,fastened,stoned-coated steel panels Material: Min.26 ga.ASTM A792 AZ50; Fy=min.40 ksi; Shall conform with FBC Section 1507.4.3 461/16' 'I _._.. Li Li Li Li Li Li Li Li w � rn i Sidelap Wldth 2 1/16' GRT15001 FL 16448-R1 Page 1 of 23 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 U �� LARD ROOFING TECHNOLOGIES etal Shingles TECHNICAL SERVICES, LLC Barrel Vault Tile Profile: Metal shingle; 13-1/2 in.x 43 in.coverage Description: Preformed,fastened, stoned-coated steel panels Material: Min.26 ga.ASTM A792 AZ50; Fy=min.40 ksi; Shall conform with FBC Section 1507.4.3 45-1/8" NET COVERAGE 43" i.ot RdoM) 15-5/8 9 15-5/8° 13-1/2° 13-1/2° -H L 1.00'(NOM) NB Tile Profile: Metal shingle; 14-1/4 in.x 42-3/4 in.coverage Description: Preformed,fastened,stoned-coated steel panels Material: Min.26 ga.ASTM A792 AZ50; Fy= min.40 ksi; Shall conform with FBC Section 1507.4.3 4b° NET COVERAGE 42-3/4° t.0-(NO,,,) to.o' lb' 141/4` 14-1/4° GRT15001 FL 16448-R1 Page 2 of 23 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. G R E E LARD ROOFING TECHNOLOGIES etal Shingles TECHNICAL SERVICES, LLC Canyon Shake Profile: Meta shingle; 13-7/8 in.x 42-1/4 in.coverage Description: Preformed,fastened,stoned-coated steel panels Material: Min.26 ga.ASTM A792 AZ50;Fy=min.40 ksi; Shall conform with FBC Section 1507.4.3 45.0' NET COVERAGE 42-1/4" 1.0'(NOM) f 16.5' 16.5 13-7/8' 13-7/8n Gerard Shake �- "�r�sn?ahs» Profile: Metal shingle; 13-7/8 in.x 42-1/4 in.coverage Description: Preformed,fastened,stoned-coated steel panels Material: Min.26 ga.ASTM A792 A250; Fy=min.40 ksi; Shall conform with FBC Section 1507.4.3 f, 42625' Gerard Tile Profile: Metal shingle; 13-7/8 in.x 42-1/4 in.coverage Description: Preformed,fastened,stoned-coated steel panels Material: Min.26 ga.ASTM A792 AZ50; Fy min.40 ksi; Shall conform with FBC Section 1507.4.3 h M 43S' GRT15001 FL 16448-R1 Page 3 of 23 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. ' `RARD ROOFING TECHNOLOGIES CREEK __ ' Metal Shingles TECHNICAL SERVICES, LLC System 7 -,-Canyon Sh.ake over,plywood=deck Slope: 3:12 or greater , Solid or closely fitted min. 15/32 in. plywood sheathing for ne,,w„ existi c I tructio Roof Deck: m in. span; In the HVHZ new cons ruc io abe min. 19/32 in. plywood at max. 24 in.span; Designed by others in a i'�th"t='ire r Installed in accordance with FBC requirements. In the HVHZ,the minimum underlayment Underlayment: shall be ASTM D 226,Type II installed as described in RAS 115 Section 4 with Grace Ice &Water Shield HT or equivalent installed over the ASTM D 226 felt. 26 ga. Canyon Shake Inst Iled with si 6 0. 1 in.x 2-3/8 iqdag shank nails alon bac S Attachment: flange of panel and si 6) 0. 31 in. x - /8 m. ring s a ails throng eve_ rtical leg of j the panel overlap (max. - m o c. fastener spaang). Fasteners mus a BE torr re sis tin accordance with section 1507.4.4. f =MaximumDesign -90 psf Pressure c Icufated using 2.1 margin of safety per 1504.9 Concealed Ring Shank Nail Exposed Ring Shank Nails Canyon Shake Tile a Concealed Ring Shank Nail Exposed Ring Shank Nails _\XI I I I I I Continued on next page GRT15001 _ _ FL 16448-R1 Page 15 of 23 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. r ` LARD ROOFING TECHNOLOGIES CREEKMetal Shingles TECHNICAL SERVICES, LLC System 7 (Contin, ued)—Canyoln,.Shake over.plywood-:deck Maximum Mean Roof Heights for•Gable Roofs Slepes 2 12 6 1;12 9Basic Wind Speed(mPFi): - Exposure T20- 130 140 150. _160 . 170 1:80 190;, . 200 1.=Field B 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft C 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft D 60 ft 60 ft 60 ft 1 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft Zone 2 A" "t B 60 ft 60 ft 60 ft 60ft 60 ft 60 ft 60 ft 60 ft 60 ft C 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 30 ft 20 ft D 60 ft 60 ft 60 ft 60 ft 60 ft 40 ft 25 ft NA NA Zone 3—Comer B 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 40 ft NA NA C 60 ft 60 ft 60 ft 50 ft 25 ft 15 ft NA NA NA D 60 ft 60 ft 40 ft 20 ft NA NA NA NA NA Notes: 1) Exposure category for the structure location shall be as defined in the Florida Building Code 2) Limitations are based on the exposed area of 1Oft' r less 3) Topographic factors such as escarpments or hills are not included in the above assessment 4) Applicable for Enclosed Buildings without overhangs 5) NA="Not Allow, 85 7 Projects an roof heights of greater than 60 ft shall be evaluated by a licensed design professional 8)See page 22 or. details or imensi In and locales of Zone 1 2,and 3 9 V„n is shown in the above table. Design pressures are calcula wd= �n er 3.1. a GRT15001 FL 16448-R1 Page 16 of 23 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. ( LARD ROOFING TECHNOLOGIES CREEK `�.� Metal Shingles TECHNICAL SERVICES, LLC Systern.40 (Continued) Gerard 'nle,.Gerard Shake, Canyon Shake;;NE Tile, &Barrel Vault-OVer,Shttens .. _. . -.. Maximum Mean`Roof Heightsfor Gatle.Roofs 9Basc Wnd-Speed(inPh)"` Exposure 1.20 130 140 150: 160 . 1Z0 180 19U= 200 Zone 1' Fieid; B 60ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft C 60ft 60ft 60 ft 60ft 60 ft 60 ft 60 ft 1 60ft 60 ft D 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60ft 60 ft • Zone 2-.Penmeter. ' B 60ft 60ft 60ft 60ft 60ft 60ft 60ft 60ft 60ft C 60ft 60ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft D 60ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60ft 60 ft - B 60ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60ft 60 ft C 60 ft 60 ft 60ft 60ft 60ft 60ft 60 ft 60 ft 30 ft D 60ft 60ft 60ft 60ft 60ft 60ft 50 ft 25 ft 15ft Notes: 1) Exposure category for the structure location shall be as defined in the Florida Building Code 2) Limitations are based on the exposed area of 1Oft' r less 3) Topographic factors such as escarpments or hills are not included in the above assessment 4) Applicable for Enclosed Buildings without overhangs 5) NA="Not Allowed"6) Kd=0.85 7) Projects with mean roof heights of greater than 60 ft shall be evaluated by a licensed design professional 8)See page 22 for details for dimensions and locales of Zone 1 2,and.3 9 Vw is shown in the above table. Design piessures are calculated using Vend=V,n40.6 per 1609.3.1. Gable Hip a 3 2 3 1 la 3 2 a 2 1 2 2 1 2 Q,31 2 3 1 1 a 2 a lal lalal Jal� lal lal Dimension"a"shall be 10%of the least horizontal dimension or(0.4 x Mean Roof Height),whichever is smaller,but not less than either 4%of the least horizontal dimension or 3ft. GRT15001 FL 16448-R1 Page 22 of 23 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 fonwhich 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.