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HomeMy WebLinkAboutAPPROVED, BORAL METAL STEEL ver2020ee Professional Regulation BCIS Home ? Log In I User Registration Hot Topics Submit surcharge Stats & Facts or F CiYFifi� l�TIfF Y Product Approval USER: Public User Prg4uct Appmvi Menu 7 Prod�rt ar AR Ilp catlen Search > A121411211on Lis a Application Detail FL # FL27408-111 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Publications Contact Us SCIS site Map Links search Product Manufacturer Boral Roofing / Boral Steel Address/Phone/Email 3093 A Industry Street Oceanside, CA 92054 (760) 435-9842 RobinAnderson0boral.com Authorized Signature Robin Anderson Robin A nd e rson @ bo ra 1. co Technical Representative Ad d ress/ Phvne/Ern a i I Quality Assurance Representative Address/Phone/Email 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 the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity QAI Laboratories Quality Assurance Contract Expiration Date 12/3112023 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By 408 91 C01 BOR18002.1 ) F al Pan I ' I Rdf Standard Year ASTM B 117 2016 ASTM G 155 2013 TAS 100 1995 TAS 110 2000 TAS 125 2003 UL 1897 2012 UL 580 2006 Sections from the Code Produet Approval Method Method 1 Option D Data Submitted 10/02/2020 Date Validated 12,/16/2020 Date Pending FBC Approval 10/12/2020 Date Appi-1 1Zf21/2020 Bumma of Products PC M Model, Number or Name Description 2708.1 Pine Crest Shake, Cottage Shingle, Min. 26 ga. stone -mated steel roof panels Real The, Barrel Vault Tile and Granite Ridge Shingle Units; of Use 2nstallatlon Irubuctione Approved for use in XVX2: Yes E122408 R3 II BORI8002 1 202 Approved for use outside HVHZ: Yes final .,df Impact Resistant: N/A Verified By: Zachary R. Priest PE-24021 Design Pressure: +0/-150 (treated by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports F12240B RI AE BOR1800 i 020 FB I MN 1 Pa I final .odf Created by Independent Third Party: Yes Back Vert umonct.:: i6n1 Blei, atone Maa Tel ahassee FL 33359 Phone: BSWa7-I824 The some of Honda is an WaEO emp'oyee Loom -2013 Statede unharmed :; ideal tv r m n losesta ent %mcia Tall, malt addrams art Publle mNM. l(voo do nm not worm —ma -mall addm --d in w....-a...me--...—...... . an email address WMer. sn he Irpde aveNEle to dl pubbc ID determine Hyou are a donee PNduR Approval session: rrW11110 p5m�® C,edit Card Safe CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: BORAL ROOFING, LLC 3093 -A' Industry Street Oceanside, CA 92054 (760) 435-9842 www boralroof co Manufacturing: Oceanside, CA Quality Assurance: ON Laboratories (QUA7628) Certificate of Authorization No. 29824 17520 Edinburgh Or Tampa, FL33647 (813) 480-3421 FLORIDA BUILDING CODE, 7' EDITION Issued December 15, 2020 Category. Roofing Subcategory: Metal Roofing Code Edition: Florida Building Code, 7n Edition (2020) including High -Velocity Hurricane Zones (HVHZ) Code Sections: 1504.3.1, 1504.3.2, 1518.9, 1523.6.5.2.4 Properties: Wind Resistance, Physical Properties Pine Crest Shake Profit: 16 in. x 52 in. panel; leading edge is turned down 1 in. and back edge is bent up and horizontally back 1.5 in. Panel side laps are 2 in. Description: Preformed, fastened, stoned -coated steel panels with No. 14 granule Material: Min. 26 ga. ASTM A792 AZ50: Fy = min. 40 ksi; Shall conform with FBC Section 1507.4.3 52" Cottage Shinale Profile: 14 in. x 51 in. panel; leading edge is turned down 1 in. and back edge is bent up and horizontally back 1.5 in. Panel side laps are 2 in. Description: Preformed, fastened, stoned -coated steal panels with No. 14 granule Material: Min. 26 ga. ASTM A792 AZ50: Fy = min. 40 ksi; Shall conform with FBC Section 1507.4.3 1 of 14 I his emusuon report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC at any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not morass nor imply warranty, Installation, recommended use, or other product attributes that are not spedfcaty addressed herein. CREEK Metal Shingles BORAL ROOFING LLC TECHNICAL SERVICES, LLC Pacific Tile Profile: 16 in. x 52 in. panel; leading edge is turned down 1 in. and back edge is bent up and horizontally back 1.5 in. Panel side laps are 2 in. Description: Preformed, fastened, stoned -coated steel panels with No. 14 granule Material: Min. 26 ga. ASTM A792 AZ50; Fy = min. 40 ksi; Shall conform with FBC Section 1507.4.3 Barrel Vault Tile Profile: 13-1/2 in. to 14 in. x 45-1/8 in. panel Description: Preformed, fastened, stoned -mated steel panels with No. 14 granule Material: Min. 26 ga. ASTM A792 AZ50; Fy = min. 40 ksl; Shall conform with FBC Section 1507.4.3 4 �s 13.1a'-14' � � 45-1� 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 with No. 14 granule Material: Min. 26 ga. ASTM A792 AZ50; Fy = min. 40 ksi; Shall conform with FBC Section 1507.4.3 Li Li Li Li Li Li Li Ul This evaluation report is prov dod for State of Flodda product approval under Rule 61020-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this repon is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that ale not specfically addressed herein. ®CREEK TECHNICAL SERVICES, LLC SORAL ROOFING LLC Metal Shingles INSTALLATION Note - Refer to the Av iiaa Asssansues section of this report for the maximum design pressures of the approved assemblies. Unless otherwise specified in this report the following installation details shall be met for the named products: Direct -to -Deck Installation Patterns Panei— fasener Underleyment — Reefneck Pine Great Shake - Direct -to -Deck Pattern 1 Cottage Shingle - Direct -to -Deck Pattern 1 14'05 1,: Pacific Tile - Dired-uF[Deck Pattern 1 Roof Panel Panel— _. Fastener Pine Crest Shake - Direct -to -Deck Pattern 2 Cottage Shinale- Direct -to -Deck Pattern2 L �t4 J/T 51" Pacific Tile - Direct -to -Deck Pattem 2 3 of 14 This evaluation report is provided for State of Florida product approval under Rule 61G20.. 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 expreas nor Imply warranty, installation, recarnmended use, or other product attributes that are not specifically addressed herein. ®CREEK TECHNICAL SERVICES, LLC Direct -to -Deck Installation Patterns Bagel Vault - Direct -to -Deck Pattern 1 i. 1a-srz'-1a- astre- Over Batten Installation Patterns Pine Crest Shake - Batten Pattern 1 M Pacific Tile - Batten Pattern 1 Barrel Vault - Batten Pattern 1 BORAL ROOFING LLC Metal Shingles Bagel Vault - Direct -to -Deck Pattern 2 rare Pine Crest Shake - Batten Pattern 2 M Pacific Tile - Batten Pattern 2 Barrel Vault - Batten Pattern 2 14'�\ �diVa' This evaluation report Is provided for State of Florida product approval under Rule 61G20�. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance change; throughout the duration for which this repot is valid. This evaluation repot does not Wanes nor imply wai anty, Installation, recommenced use, or other product attributes that are not specifically addressed herein. CREEKBORAL ROOFING LLC Mete) Shingles TECHNICAL SERVICES, LLC Granite Ridge Installation Patterns Granite Ridge - D'rct-tc-D k T T T 4fi dW T T I ll This evaluation report is provided for State of Florida product approval under Rule 61G20J. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report a valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK IIIIIIIIIN TECHNICAL SERVICES, LLC APPROVED ASSEMBLIES BORAL ROOFING LLC Metal Shingles Direct -to -Deck Pattem 1 Slope: 3:12 or greater Solid or closely fitted min. 15/32 in. plywood sheathing for new and existing construction at Roof Deck: max. 24 in. span; In the HVHZ, new construction shall be min. 19/32 in. plywood at max. 24 in. span; Designed by others in accordance with FBC requirements. Installed In accordance with FBC requirements. In the HVHZ, the minimum undedayment Underlaymerd: shall be ASTM D 226, Type II installed in accordance with Section 1518.2 or any approved undedayment for use in the HVHZ. 26 ge. Metal Panel installed as shown in INSTALLATION with four (4) #10-16 x 2-1/2 in. HWH corrosion resistant wood screws through the vertical leg at the beaches beginning at Attachment: the center of the side lap and four (4) #10-16 x 2-1/12 in. HWH corrosion resistant wood screws through the horizontal leg at the back of panel beginning at the side lap. Fasteners shall penetrate through the deck a minimum 318" and shall comply with section 1506.6 and 1507.4.4. Maximum Design S2.5 psf Pressures: Prowers calculated using 2:1 margin of safety Maximum Mean Roalf Heights for Gable/Hip Roofs Slopes 2:12 —12:12 Exposure11 'Basic Wind Speed (mph) 5120 130 140 150 100 170 1 180 1 190 1 200 Zane 1 — Field B 60ft 60ft B0ft 52ft 33ft 21 it NA NA NA C 60ft 49ft 24ft NA NA I NA I NA I NA I NA D 52ft I 20ft I NA NA NA I NA I NA I NA I NA Zone 2 (Includes Ze, 2n, and 2r) — Perimeter B 60It 37ft 22It NA NA NA I NA NA NA CI 17ft I NA I NA I NA I NA I NA I NA I NA I NA DI NA I NA I NA j NA I NA I NA I NA I NA I NA Zone(Includes 3sa d3r)—Comer B 1 36It 20ft NA NA NA NA NA NA NA C NA NA NA I NA I NA I A N I NA I NA D I NA NA I NA INAI NA I NA I NA I NA I NA Notes: 1) Exposure category for the structureIocatlon shall be as defined in the International Building Code 2) Limitations are based on the exposed area a 1W or less 3) Topogmphle factors each as escarpments or hills are not included in the above assessment4) Applicable for Erc mo BuiMings without ove,ha,gs 5) NA ='Not Allowed" a) Ke= 0.85 7) Pmlecis with mean roof heights of greater than 80 fl shall be evaluatetl by a licensetl tlesign professional 8) See page 13 for details for dimensions and locales of Zone 1. 2 end 3 9 V„ 6 shown in the above table. Desl n ressurea ere calculated ual V„-= V,ad0.6. BOR18002.1 FL27408-R1 Pace 6 of 14 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 charges thmughout the duration for which this report is valid. This evaluation report does not express nor Imply wartanty, inselletlon, recommended use, or other product attributes that are not spectfically addressed herein. CREEK TECHNICAL SERVICES, LL.0 BORAL ROOFING LLC Metal shingles Mrect-to=Deck Pattern 2 f Slope: 3:12 or greater Solid or closely fitted min. 15132 in. plywood sheathing for new and existing construction at Roof Deck: max. 24 in. span; to the HVHZ, new construction shall be min. 19132 in. plywood at max. 24 in. span; Designed by others in accordance with FSC requirements, Installed in accordance with FBC requirements. In the HVHZ, the minimum underlayment Underlayment: shall be ASTM D 226, Type II installed in accordance with Section 1518.2 or any approved underlayment for use in the HVHZ. 26 ga. Metal Panel installed as shown in hysTALLA7I0N with eight (8) #10-16 x 2-112 in. HW H corrosion resistant wood screws through the vertical leg at the headlap beginning at Attachment: the center of the side lap and eight (8) #10-16 x 2-112 in, HWH corrosion resistant wood screws through the horizontal leg at the back of panel beginning at the side lap. Fasteners shall penetrate through the deck a minimum 318" and shall comply with section 1506.6 and 1507.4.4. Maximum Design / -127.5 psf Pressures: V Pressure calculated using 2.4 margin ofsaiety Maximum Mean Roof Heights for GabielHip Roofs Slopes 2:12 —12:12 Exposure 9Basic Wind Speed (mph) 5120 130 140 150 1 160 170 180 190 200 Zone 1 — Field B 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 1 60 ft C 60 ft 60 ft 60 ft 60 ft 60 ft 60 It 60 ft 1 60 ft 1 55 ft D 60 ft 60 ft 60 ft 60 ft 60 ft 60 It 60 ft 43 ft 24 ft Zone 2 (includes 2a, 2n, and 2r) — Perimeter B 60 ft 60 ft I 60 ft 60 It 60 ft 80 ft 60 ft 59 ft 41 ft C 60 ft 1 60 ft 60 ft 60 ft 60 ft 43 ft 25 ft 15 ft NA D 60 ft 60 It 60 ft 60 ft 36 ft 17 ft NA NA NA Zone 3 (includes 3e and 3r) — Comer 13 60 ft 60 It 60 ft 60 ft 60 ft (30 ft 47 ft 32 ft 22 ft C 60 ft 60 ft 60 ft 60 ft 34 ft 19 it NA NA NA D 60 ft 60 ft 60 ft 28 ft L NA I NA NA Notes: 1 ] Exposure category for the structure location shall be as defined in the International Building Code 2) Limitations are based on the exposed area of 10ft' or 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) xd = 0.85 7) Projects with mean roof heights of greater than 60 ft shall be evaluated by a licensed design professional 8) See page 13 for details for dimensions and locales of Zone 1, 2, and 3 9 V,e is shown in the above table. Desig n pressures are calculated usin V, = V,1,40.6, BOR18002.1 FL27408-R1 Page 7 of 14 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall not ifj+ 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. Am CREEK TECHNICAL SERVICES, LLC BORAL ROOFING LLC MOW Shingles Batten Pattern 7 Slope: 3:12 or greater Solid or closely fitted min. 15M2 in. plywood sheathing for new and existing construction at Roof Deck: maz 24 in. span; In the HVHZ, new construction shall be min. 19/32 in. plywood at max. 24 in. span; Designed by others in accordance with FBC requirements. Installed in accordance with FBC requirements. In the HVHZ, the minimum undedayment Undertayment shall be ASTM D 226, Type 11 installed in accordance with Section 1518.2 or any approved undedayment for use in the HVHZ. Nominal No. 2 2x2 SYP wood battens spaced 14-112 in. o.c. and oriented perpendicular to Battens: the wood joists. Battens secured with one (1) #8-11 x 3 in. bugle head wood screw at each rafter/Imss intersection. In the Nan-HVHZ, If counter batten/batten installation is used, refer to COYa= BA7rEWBA77EN INSTALLATION section of this report. 26 ga. Metal Panel installed as shown in INSTA "Ir y with five (5) #10-16 x 2 in. HWH Attachment: corrosion resistant woad screws (four (4) fasteners for Barrel Vault) through the vertical leg at the headlap beginning at the center of the side lap. Fasteners shall comply with section 1506.6 and 1507.4.4. Maximum Design .82.5 pat Pressures: Pressure calculated using 2.1 margin orsarefy Maximum Mean Roof Heights for GableMip Roofs Slopes 2:12—6.1:12 Exposure 'Basic Wind Speed (mph) s120 130 1 140 150 1 160 170 1 180 1 190 1 200 Zone 1 — Field B 80 k 60 ft 60 ft 60 ft 60 ft 60 k 60 it 48 If 33 it C 1 60ft 1 60ft 1 60ft 60ft 1 59ft 33ft 1 19ft I NA I NA D 60ft 1 60ft 1 60 It 511 1 25ft NA I NA I NA I NA Zone 2 0ncludes 2e, 2n, and 2r) — Perimeter B 60ft 60ft 60ft 60ft 14 2ft 28ft 18ft NA NA C 60ft 60 It 34It 18ft NA NA NA I NA NA D 60k I 32ft NA I NA I NA I NA NA I NA I NA Zone 30nGurlas 3e and 3r) — Comer B 60 tt 60 ft 59ft 36 ft 23 ft t5 ft NA NA NA C 60a 31ft 15ft NA NA NA NA NA NA D I 29 ft I NA I NA I NA I NA NA NA NA Notes: 1) Exposure category for the structure location shall be as tlefined in the Intemational Building Code 2) Limitations are WsW cn the egioaed area of 10ft' or less 3) Topographic factors such as escaryments or hills are not included in the above assessment 4) Applicable for Enclosed Buildings without overhangs 5) NA ='Not Allowed" 6) Ke = 0.85 7) Projects with mean mof heights of greater than 60 8 shall be evaluated by a licensetl design. pmfessional 8) See page 13 for details for dimensions act local. of Zone 1, 2, and 3 9 V. I. shown in the above table. Design pressures are calwleted using V,a =V„„40.6. This evaluation report Is pmvided for State of Florida product approval under Rule 61G203. The manufacturer shall rmtify CREEK Technical Services, LLC of any product changes or quality assurance changes mro ighwt the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product a6nbutes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC BORAL ROOFING LLC Medal Shingles Batten Pattern 2 Slope: 3:12 or greater Solid or closely fitted min. 15132 in. plywood sheathing for now and existing Construction at Roof Deck: max. 24 in. span; In the HVHZ, new construction shall be min. 19/32 In. plywood at max. 24 in. span; Designed by others in accordance with FBC requirements. Installed in accordance with FBC requirements. In the HVHZ, the minimum undedayment Underlayment: shall be ASTM D 226, Type II installed in accordance with Section 1518.2 or any approved undedaymem for use in the HVHZ. Nominal No. 2 2x2 SYP wood battens spaced 14-1/2 in. o.c, and oriented perpendicular to Battens: the wood joists. Battens secured with one (1) #8-11 x 3 in. bugle head wood screw at each rafter/truss intersection. In the Non-HVHZ, If counter batten/batten installation is used, refer to COUNTER BATTEN/BATTEN INSTA"RoN section of this report. 26 ga. Metal Panel installed as shown in INSTALL1nON with ten (10) #10-16 x 2 in. HWH Attachment: corrosion resistant wood screws (eight (8) fasteners for Bane] Vault) through the vertical leg at the headlap beginning at the center of the side lap. Fasteners shall comply with section 1506.6 and 1507.4.4. Maximum Design -150 psf Pressures: I Pressure calculated using 2:1 margin of sakly Maximum Mean Roof Heights for GablelHip Roofs Slopes 2:12 - 6.1:12 Exposure e8asic Wind Speed (mph) 5120 1 130 140 1 150 J 160 170 180 190 1 200 Zane i — Field B 60ft BOft 60ff 60R fi0ft 60It 60ft 60ft 60 If C i bun I Gulf I 60ft 1 60ft 60ft bUn 60ft 60ft 1 60 If D 60ft 1 60ft 1 60ft 1 ban 1 60ft 1 tuft 60ft 1 60ft 1 60 ft Zone 2 (Includes 2e, 2n, and 2r) — Perimeter - B 60 ft 60 ft 60 ft 60 ft fi0 ft 60If 60 If 60 If 60 It C 60ft 1 60 it 1 Gulf 60R 60ft 6UIt 1 54ft 1 32ft 1 20ft D 50 It 1 60 R I bun bun 60 It 45 It 1 23 It I NA I NA Zone 3 (includes 3e and 3r) — Comer B 60 ft 60 R 60 ft 60ft 60ft 60 ft 60 ft 57 ft 39 ft C 60lf 60 R 60. 60 ft 60 ft 41 ft 24 ft NA NA D 6u ft 60 ft 60 ft1 60lf I 33 R I 16 R NA NA NA Notes: 1) Exposure category for the structure location shall be as defined in the International Building Code 2) Limhetions are based on the exposed area of 10ft2 or less 3) Topographic factors such as escarpments or hills are not included in the above assessment 4) Applicable for Enclosed Buildings without ovarhargs 5) NA ='Not Allowed' 6) Ks= 0.85 7) Pmjects with mean roof heights of greater than 60 ft shall be evaluated by a licensed design professional 8) See page 13 for details for dimensions and locales of Zone 1, 2, and 3 9 V„, is shown in the above table. Design pressures are calculated using V, = Vs40.6. mis avmueuon report is proviaea for State of Florida product appnwal under Rule 51G203. The manufacrurer shall notify CREEK Technical Be,!., LLC of any product changes or quality assurance changes thmughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or o0rer product attrbutes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC BORAL ROOFING LLC Metal Shingles Granite Ridge Direct -to -Deck Slope: 4:12 or greater Roof Deck: Solid or closely fitted min. 15/32 in. plywood sheathing for new and existing construction at max 24 in. span; In the HVHZ, new construction shall be min. 19/32 in. plywood at max. 24 in. span; Designed by others in accordance with FBC requirements. Undedayment: Installed in accordance with FBC requirements. In the HVHZ, the minimum undedayment shall be ASTM D 226, Type II installed in accordance with Section 1518.2 or any approved undedayment for use in the HVHZ. Attachment: 26 ga. Granite Ridge installed with seven (7) #9-15 x 1-1/2 in. HWH corrosion resistance wood screws along back flange of panel as shown below (max. 6-114 in. o.c. fastener spacing). Side laps should be staggered a minimum of 9 inches. Fasteners shall penetrate through the deck a minimum 3/8" and shall comply with section 1506.6 and 1507.4.4. Maximum Design Presesures, -110 psf I Pressure calculated using 2:1 margin ofsafetyper 1504.9 Maximum Mean Roof Heights for Gable/Hip Roofs Slopes 2:12 — 6.1:12 and >6.1—.12:12 (Gable Roofs only) Exi osure Basic Wind Speed (mph) 5120 130 140 1 150 1 160 170 180 1 190 1 200 Zone 1 — Field B 60 ft 60 ft 60 ft 60 ft 60 ft 60 it 60 it 60 R 60 ft C 60 ft 60 ft 60 ft 60 It 60 it 60 It60 ft 45 ft 27 it D I 60 % I 60 ft I 60 it I 60 ft 1 60 ft 60 IT I 34It I 18 ft I NA Zone 2 (includes 2e, 2n, and 2r) — Perimeter B 60 it 60ft 60ft 60ft BOR 60it 51ft 35ft 24 ft C 60% 60R fi0ft 60ft 38ft 21R NA NA NA D 60 R 60 it 1 60 It 1 32 it 1 15 it I NA I NA I NA I NA - Zone 3 Mclu es 3e and 3r) — Comer B 60 it 60260R 60ft 60 it 1 42it 28it 19ft NA C 1 60 it 60ft 1 60 it 1 31ft 1 16it I NA NA NA NA D I 60R 1 BOR 1 26ft I NA I NA I NA NA I NA I NA Nales: If cxposurecateggory for the structure location shall be as defined in Me Florida Building Code 2) Limitations are based on the apposed area of 10R`or less 3) Topographic faders such as escarpments or hills are not included In Me above assessment 4) Applicable for Enclosed Buildings without overhangs 5) NA = "Not Allowed" 6) & = 0.85 T) Pmjects with mean roof heights of greater Men 60 it shall be evaluated by a licensed design professional 8) See page 13 for details for dimensions and locales of Zone 1 2 and 3 9 V. is shown in Me above table. Design pressure. are ceIculeted ..in, Vr = V 40.6 W 1609.3.1. BOR18002.1 Ft2740&R1 Page 10 of 14 This evaluation report is provided for State of Florida product approval under Rule 61020.3. 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 etyress not imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC BATTENICOUNTER BATTEN INSTALLATION (NON-HVHZ ONLY) BORAL ROOFING LLC Metal Shingles The following tables provide requirements for batten/counter batten installations based on design wind load requirements as defined in Chapter 16 of the FBC. Counter battens shall be minimum 1,10.2 SPF 1z4 dimensional lumber having the minimum specific gravity specified in the tables below. Battens shall be minimum No. 2 SPF 2x2 dimensional lumber having the minimum specific gravity specified in the tables below. Baton arM counter BHfen Spacing mM FaN Reauhmment for Rerpem with ie,mWbelbn and Ralbr of'people envfty a 0.36 RpoiT .d 51 e UK Wind Speed (mph) s1an mNe Ex um Feetenmrl Beam' Gable Roof Slcpe3:12m 2 Hi Roof alo 61:12m1Z 12 m H" Rf$1 3:12b6.1:12 W De Zonet B i6e 48 2 2 C 16e /M 2 2 Z B 180 dB 3 2 ,2 c 164 qe 3 2 Z B 1Bd pa 3 2 3 C ifid p6 3 2 Irel B 18d p0 2 1 C iBd p0 2 1 IDm 2B3 B C 16a pe ied MB 2 2 2 2 Counteroaflen =1. ' 14 14 14 14 10 14 10 14 7 14 7 14 14 14 14 14 10 14 10 14 Cpanteroetlen =1.w 10 14 10 14 7 10 7 10 7 10 7 10 14 14 14 14 7 14 10 14 110 CeunteroaMn =a.75 ' Batten' 10 ------------ 2 14 2 10 2 ib 2 4 3 ] 2 4 3 ] 2 4 4 7 3 4 4 ] 3 10 2 f 2 10 2 14 2 ] 3 10 2 ] 3 10 2 Ccuntemaften = 12W 10 14 10 14 7 -14 ­7 id ] —10--7 10 14 14 14 14 10 14 10 14 Countemmtten u, =1. ' 10 14 10 14 7 10 7 10 4 7 4 7 10 14 10 14 7 10 7 10 Counfemeaen to =e]5 ° 7 10 7 10 4 7 4 7 4 4 4 4 7 10 7 10 4 7 4 7 126 BeftmF 3 2 3 2 4 3 4 3 4 3 4 3 2 2 2 2 3 2 3 2 Cmnimbatren =1.25 ' 10 14 10 14 ] 10 7 ID 4 10 4 10 10 14 10 14 ] 14 ] 14 cwntemsaen =too•' 7 10 7 10 4 7 4 7 4 7 4 7 10 14 10 14 4 10 7 10 13p Caunfemeften =0.75" Bmlarf 4 3 10 2 4 3 10 2 4 4 4 3 4 4 4 3 4 5 4 3 4 5 4 3 7 3 10 2 7 3 10 2 4 4 ] 3 4 4 7 3 Counterbetlen ®1.25" 10 14 10 ib 4 10 4 10 4 7 4 7 10 14 10 14 7 10 7 10 Countememn =1.00i0 ] 10 7 10 4 ] 4 7 4 4 4 4 7 10 7 10 4 7 4 7 140 Cmrtemawn =om' aspen' 4 3 7 2 4 3 7 2 4 5 4 3 4 5 4 3 NA 5 4 4 NA 5 4 4 4 3 7 2 4 3 7 2 4 4 4 3 4 4 4 3 Counmmatim =1, ] 14 7 14 4 10 4 10 4 ] 4 ] ] 14 7 14 4 10 4 10 Counremeften =1.00' 4 7 4 7 4 4 4 4 NA 4 NA 4 7 10 7 10 4 7 4 7 1W C iintemaften =o.7s' eaeen' 4 4 7 3 4 4 7 3 NA 5 4 4 NA 5 4 4 NA 6 4 4 NA 8 4 4 4 3 7 3 4 3 7 3 NA 5 4 3 4 5 4 3 Counlemeften -12 ' 7 10 ] 10 4 7 4 ] 4 7 4 7 ] 14 7 14 4 10 4 10 Ceunmroatlen =1. ' 4 7 4 ] 4 4 4 4 NA 4 NA 4 4 7 4 ] 4 4 4 4 160 C ftnlhaftm=0.15'° Balton° 4 4 4 3 4 4 4 3 NA 6 4 4 NA 8 4 4 NA NA NA 5 NA NA NA 5 4 4 7 3 4 4 ] 3 NA 5 4 4 NA 5 4 4 Cmnteroeften up =1.25 ' 4 10 4 10 4 7 4 7 NA 4 NA 4 7 10 7 10 4 ] 4 7 Cmnlemaaen =1, 4 7 4 7 NA 4 NA 4 NA 4 NA 4 4 7 —4 —7 NA 4 —4 —4 170 ceunlerbe6en =0.75" Banen' NA S 4 3 NA 5 4 3 NA NA NA 5 NA NA NA 5 NA NA NA NA NA NA NA NA 4 4 4 3 4 d 4 3 NA 6 4 4 NA 6 4 4 Couiipmm n =1.26" 4 10 4 10 4 4 4 4 NA 4 NA 4 4 10 4 10 4 7 4 7 Countimaibn =1.00" 4 4 4 4 NA 4 NA d NA NA NA NA 4 7 4 ] NA 4 NA 4 cmns,riamn -0.75' NA 4 NA 4 NA NA NA NA NA NA NA NA NA 4 NA 4 NA NA NA NA tco Batten' S 4 5 4 NA 5 NA 5 NA NA NA NA 5 3 5 3 NA 5 5 5 Countematan =1.26" 4 7 4 7 NA 4 NA 4 NA 4 NA 4 9 7 4 ] NA ] 4 7 counwmaaen =1a0" 4 4 4 4 NA 4 NA 4 NA NA NA NA d 1 4 4 NA 4 NA 4 cpunte n =0.75• NA 4 NA 4 NA NA NA NA NA NA NA NA NA 4 NA 1 4 NA NA NA NA nuwe. p The mums one counter omen marerlem snen minimum lee x 3Aanth ring shanIX nits and N x 3-incti mod sala,, 2) For batten W counter batten attachment, the number of fasteners at each Intersection are shown for each wind load mmatlon 3) For counter batten to rafter attachment, the fastener spacings along each counter heften are shown for each wind lead "Witlon. The counter batten fastener shall penetrate into the rafter a minimum distance (p) as shown on the table 4) NA= not applicable BOR18002.1 FL27408-R1 Page 11 of 14 This evaluation report is provided for State of Florida product approval under Rule 61G203. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality, assurance charges throughout the duration for which this report I. valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product aftdbutes that are not specifically addressed herein. ®CREEK TECHNICAL SERVICE9, LLC BORAL ROOFING LLC Metal Shingles Behan and Cou TyPp n Fastaer Batten Cdunmmatten =12 ' Coumebaeen -1.0 ' Belbn Species a ad Fans— Raaulenan for Reroofingwml Coun[amealbn aM Raftaror spanlfln Gravely a0A RoofT end 3b u8 WindH' spend (nab) s100 Gabb poor nose 3:12 In 12,12 Roof sb B.t12 to 12,12 HI P Roofsb M3:12 to 8.1:12 18d 2 14 14 Zone B p8 1 14 14 1 C i8d 08 2 1 14 14 14 14 1S 2 14 14 zone B Ma 1 14 ib 2 C 1W pa 2 1 14 1 14 1 zone R lad 0B 2 1 i4 14 14 14 9 C led d0 2 1 1I 14 14 ib 18tl 2 10 14 Zone B da 1 14 14 1 C led d8 2 1 14 1/ 14 14 Zone B led a 2 1 14 14 14 14 283 C led 08 2 7 14 14 14 id 110 Dalmatians, -0.1 ° Baum' 14 2 14 1 14 2 14 1 10 2 14 1 10 2 14 1 10 2 14 2 10 2 14 2 14 2 14 1 14 2 14 1 14 2 14 1 14 2 14 1 cnumemenen=1.za•' 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 —14 14 14 14 14 Counbrbaen =INie 14 14 14 16 14 14 14 14 10 id 10 14 14 14 14 14 14 14 14 14 120 Counedinven -0.15• ends.' 14 2 14 1 14 2 14 1 IO 2 14 2 10 2 14 2 7 2 10 2 7 2 10 2 ib 2 ib 1 14 2 14 1 10 2 ib 1 10 2 14 1 Coaderbeften =1,W 14 14 14 14 14 14 ib 14 10 14 70 14 14 14 1d 14 ib 14 14 14 Couneebahen=t.ao'° 14 14 14 14 10 14 10 14 10 14 10 14 ib 14 14 14 10 14 14 14 CounteNahen=0.]5'° 10 14 10 14 ] 10 7 10 7 10 7 10 14 14 14 ib 10 14 10 14 t30 Beam' 2 1 2 1 2 2 2 2 3 2 3 2 2 1 2 —1-2 2 2 2 Omidetaeen =125' ib 14 14 14 10 14 10 14 10 14 10 14 14 14 14 14 14 14 14 14 CwnteNahen =1.Om' 14 14 14 14 10 14 10 14 ] 10 7 10 14 14 14 14 10 14 10 14 C ntamdften =o.7s' 10 14 10 ib 7 10 7 10 4 7 4 7 10 14 10 14 7 10 7 10 140 Batten' 2 2 2 2 3 2 3 2 3 2 3 2 2 1 2 1 2 2 2 2 Deunerbatbn =1.2se 14 14 14 14 10 14 10 14 7 14 7 14 14 14 14 14 10 14 10 14 Caunemetten=1.00ne 10 14 10 14 7 10 ] 10 7 10 7 10 14 14 14 16 7 14 10 14 Counterbattan =0.7Se 10 14 10 14 7 7 7 7 4 7 4 7 10 14 10 14 7 10 7 10 to Behan' 2 2 2 2 3 2 3 2 3 3 3 3 2 2 2 2 3 2 3 2 Countemahan =12Y 14 14 14 14 10 14 10 14 7 14 7 14 14 14 14 id 10 id 10 14 C vihwpeltsn = t.om r 10 14 10 14 1 7 10 7 10 4 7 4 7 10 14 10 14 7 10 7 10 CeunteNahen =0.7 ° 7 10 7 10 4 7 4 7 4 7 4 7 7 10 7 10 4 7 4 7 Ire under' 2 2 2 2 3 2 3 2 4 3 4 3 2 2 2 2 3 2 3 2 counbkalmn =1.2 ' 10 14 10 14 7 14 7 14 7 10 7 10 14 11 14 14 ] 14 10 14 Countemaaan =1.0 10 14 10 14 7 70 1 10 4 7 4 ] 10 14 10 14 7 10 7 10 Cduntenaaen =0.75' 7 10 7 10 4 ] 4 7 4 4 4 4 ] 10 ] 10 4 ] 4 7 1Ta Beane' 3 2 3 2 4 3 4 3 4 3 4 3 2 2 2 2 3 2 3 2 Cdunterbe0en =1. ' 10 14 10 14 7 10 7 10 4 10 4 10 10 14 10 14 ] 14 7 14 Countabahen =1A ' 7 10 7 10 4 7 4 7 4 7 4 7 10 14 10 14 4 10 7 10 Countabauen =e7 4 7 4 7 4 4 4 4 4 4 4 4 7 10 7 1It 4 7 4 7 180 Betbn' 3 2 3 2 4 3 4 3 5 3 5 3 3 2 3 2 4 313 3 Cduntemaaen =1.25 10 14 10 14 7 10 7 10 4 10 4 10 10 14 10 14 7 10 7 10 CouMemeden =1.0r. 7 10 7 10 4 7 4 7 4 4 4 4 7 10 7 10 4 ] 4 7 Counedahen =0]5" 4 1 7 4 7 4 4 4 4 NA 4 NA 4 d 1 7 1 4 1 7 1 4 1 4 1 4 1 4 loans. 1) —v UaUun and doumar omen rasmners small nummum Ido x a.o-mcm nng shank nails and n x 34noh woad screws 2) For batten to counter baten attachment the number of fasteners et each intersection are shown for each wind bad ocnidil 3) For counter batten M rafter allachmant the fastener spacings along each counter batten are shown for each wind load condition. The counter Baden fastener shall persuade Into Me after a minimum distance (p) as shown on the table 4) NA = not applicable BOR18002.1 1`12740111 Page 12 of 14 This evaluation report is provided for State of Florida product approval under Rule 01G20-3. The manufacturer shall notify GREEN Technical Services, LLC of any product changes or quality assurance changes throughout Me duration for which this report is valid. This evaluation report does not mgtrees nor imply warranty, Installation, recommended use, or other product attributes that ere not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Gable Hip BORAL ROOFING LLC Natal Shinglas U 2 1 2 2 2 2 Z\ Dimension V 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 3fl. LIMITATIONS Fire classification is not within the scope of this evaluation. The roof deck and the roof deck attachment information are provided based on testing. FBC requirements for the rational design of the roof deck, including the attachment, are not within the scope of this evaluation. Reroofing shall be in accordance with FBC Section 1511 outside the HVHZ or Section 1521 within the HVHZ. Installation of the evaluated products shall comply with this report, the FBC and RAS 133 in the HVHZ, and the manufacturers published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. Al products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. 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 attrbutes that are not specifically addressed herein. ®CREEK TECHNICAL SERVICES, LLC REFERENCES BORAL ROOFING LLC Metal Shingles Entity Report No Standard Year PRI Construction Materials Teclnwlogiea (TST5878) BORR-099-0241A ASTM B 117 2016 TAS110 20DO PRI Comimction Materials Technologies (TST5878) BORR-099-02-016 ASTM G 155 2013 TAS110 2000 PRI Construction Materials Technologies (TST5878) BORR499-02-0iC TAB 100 1995 PRI Construction Materials Technologies (TST5878) BORR-09942-01D UL 680 2006 UL 1897 2012 TAB 125 2003 PRI Construction Materials Technologies(TST5878) BORR-099-02-01E UL 580 2006 UL 1897 2012 TAB 125 2003 PRI Construction Materials Technologies (TST5878) BORR-()W02-01F ASTM E8 PRI Construction Materials Technologies (TST5878) BORR49B-02-01G TAB IDO 19M PRI Construction Materials Technologies (TST5878) GRT-007-02-01 ASTM B 117 2016 TAB 110 20DO PRI Construction Materials Technologies (TST5878) GRT-00842-01 ASTM G 155 2013 TAB 110 2DDO PRI Construction Matenals Technologies (TST5878) GRT-022-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) GRT-028-02-01 UL 580 2006 UL 1897 M12 TAB 20 CREEK Technical ServiLLC rage Anchorage ASCU 7 7 20ces, 16 Calculations NDS ASCE 2018 PRI Construction Materiels Technologies (TST5878) BORR-015-02-01 7 ASCE 7 2016 COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance vrith the Florida Building Code, 7w Edition (2020) including Nigh -Velocity Hurricane Zones (HVHZ) as evidenced in the referenced documents submitted by the named manufacturer. E N.gA'9it�d; �i 2020.12.15 No 74021 1 = � 14:38:23 �' t9 * =-05'00' Zachary R. Priest, P.E Org natation No. on No, 21 ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Sendces, 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, nor 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. END OF REPORT of 14 of any product changes or quality assurance changes throughout the duration for which this report is valid. as not el¢ress nor imply warranty, installation, recommended use, or ether product attributes that are not specifically addressed herein.