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S$ to Ie Cqugty r Submit Surcharge Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search I Florida = Product Approval' CONC LED FASTENERS OR ATTACHMENTS E THE RESPONSIBILITY OF THE N USER: Public User CONTRACTOR OR RECORD EP.cc r regutm Product Approval Menu > Product or Application Search > A IicaUon List > Appll�atlon Detail FL # 3 Application Type Revision Code Version 2017 Application Status Comments Approved FILE COPY Archived ❑ Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration C Validated By Certificate of Independence Referenced Standard and Year (of Equivalence of Product Standards Certified By Sections from the Code •ertaini d=I'll or oration-RoofingOWED 20 Moores Road Malvern, PA 19355 (610) 893-5400 mark.d.harner@saint-gobaln.com Mark Harper mark.d.harner@saint-gobain.com Mark D. Harrier 18 Moores Road Malvern, PA 19355 (610) 651-5847 Mark. D. Harner@saint-gobain.com THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO ,. rng ' CQML P PLY WITH ALL CODES. Asphalt 5 1 gle ` "� `^ ` ^, 4�^ ��rJ/ 1 1 Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 UL LLC 03/09/2020 John W. Knezevich, PE 10 Validation Checklist - Hardcopy Received FL5444 R13 COI 2018 01 COI NIEMINEN.?df Standard Year ASTM D3161 2016 ASTM D3462 2010 ASTM D7158 2011 ST. LUCIE COUNTY BUILDING DIVJ"ION REVIEWED FOR COMPLIANCE . � . PLANS AND PERMIT MUST BE KEP JOB SITE OR NO INSPECTION(S) WIL E MADE Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products t Method 1 Option D 01/24/2018 01/29/2018 01/30/2018 04/10/2018 FL # Model, Number o Name Description 5444.1 Carta n e d Asphalt oo Shingles 3 ab, 4-tab, strip (no -cut-outs), laminated and architectural sphalt roof shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL5444 R13 II 2018 01 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444-R13.Ddf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Jse Evaluation Reports FL5444 R13 AE 2018 01 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444-R13.odf Created by Independent Third Party: Yes Back Next Contact Us :: The State of Florida is an AA/EEO employer. 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Product Approval Accepts: ®® © eCFick Credit• Safe securitymiaitics 9!1 ENGINEER EVALUATE I TEST EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 (610) 651-5847 NEMO I etc. Certificate of Authorization #32455 353 Christian Street, Unit#13 Oxford, CT 06478 (203)262-9245 CONSULT CERTIFY Evaluation Report 3532.09.05-1114 FL5444-R13 Date of Issuance:09/22/2005 Revision 14: 01/24/2018 SCOPE: This Evaluation Report is issued under Rule 6100� 3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have bq=aYaluated fof compliance with the 6jh Edition (2017) Florida Building Code sections noted herein. LABELING: Labeling shall be in accordan and FBC 1507.2.7.1 / R905.2.6.1 of the Accredited Quality Assurance Agency noted herein CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMOJetc. requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number pre eded by the words "NEMO l etc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 13 Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANE1983 CERTIFICATION OF INDEPENDENCE: 1. NEMOIetc. does not have, nor does it intend to ai distributing products it evaluates. 2. NEMO I etc. is not owned, operated or controlled by s 3. Robert Nieminen, P.E. does not have nor will acquire which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquir product. 5. This is a building code evaluation. Neither NEM01i project on which this Evaluation Report, or previous specifically for that purpose. The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 01/24/2018. This does not serve as an electronically signed document. re or will it acquire, a financial interest in any company manufacturing or y company manufacturing or distributing products it evaluates. a financial interest in any company manufacturing or distributing products for a financiaf interest in any other entity involved in the approval process of the nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any ;ions thereof, is/was used for permitting or design guidance unless retained ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asph demonstrated compliance with the following (2017) Florida Building Code, Residential U Compliance is subject to the Installation Requi ONEMOletc. Roof Shingles, as produced by CertainTeed Corporation, have ons of the 6th Edition (2017) Florida Building Code and 6th Edition ne through testing in accordance with the following Standards. ents and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Pro a Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: Kattl Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL(TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 IOCA41303 10/07/2010 UL (TST 1740) ASTM D3161 IOCA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 UL LLC (TST 9628) ASTM D3161 & 1)3461 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 UL LLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 UL LLC (TST 9628) ASTM D7158 4787380357 11/08/2016 UL LLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 ULLLC (TST 9628) ASTM D3161 & D3462 4788042412 11/15/2017 UL LLC (QUA 9625) Quality Control I Service Confirmation Exp. 03/09/2020 NEMO ETC, LLC Evaluation Report 3532.09.05-1114 Certificate of Authorization #32455 6T" EDITION 2017) FBC NON-HVHZ EVALUATION FL5444-1113 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14: 01/24/2018 Page 2 of 13 4. PRODUCT DESCRIPTION: 4.1 4.1.1 4.1.2 4.1.3 ONEMOletc. Asphalt Shingles: CT20—, XTT- 25, XTT"' 30 and XTm 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. Arcadian", Belmont®, Belmont® IR, Carriage House Shangle®, Grand Manor Shangle'dmark' Landmark*"' IR, Landmarks" Pro, andmarkTm Premium, Landmark*' TL, Landmark*°" So arir-ah - Landmarkn" Solaris IR are fiberglass r �inforced, laminated asphalt roof shingles. NorthGate TM is a fiberglass reinforcedlaminated, SBS modified bitumen roof shingle. 4.1.4 Presidential Shake TM, Presidential fiberglass reinforced, architectural a! 4.1.5 Hatteras*"", Highland SlateT"" and Hig 4.1.6 Patriot*"" is a fiberglass reinforced appearance through an intermittent 4.2 Hip & Ridge Shingles: 4.2.1 Presidential Accessory, Accessory I Crest— IR, NorthGate Ridge and Nc and ridge installation. 4.3 Accessory Starter Strips: 4.3.1 SwiftStart® Starter Shingle is a star yields two (2) 7-5/8" x 38-3/4" starte 4.4 Any of the above listed shingles may S. LIMITATIONS: WT l IR, Presidential Shake TLT"" and Presidential Solariel are t roof shingles. I SlateTm IR are fiberglass reinforced, 4-tab asphalt roof shingles. salt roof strip -shingle (with no cut-outs) providing a laminated ow line with contrasting blend drops for color definition. Hatteras, Shangle Ridge*"", Shadow Ridge TM, Cedar CrestT1, Cedar Gate Accessory are fiberglass reinforced accessory shingles for hip r strip for asphalt roof shingles. Its overall size of 15-1/4" x 38-3/4" pieces per shingle. e produced in AR (algae resistant) versions. 5.1 This is a building code evaluation. Neither NEMOletc. nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidan�e unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use within FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of thI is Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D71581 Class H, indicating the shingles are acceptable for us in all wind zones UP to Vasa = 150 mph (V,It = 194 m h). Refer to Section 6 for installation requirements to meet this wind rating. ll 5.4.2 Presidential Accessory, Accessory Ior Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PL® PolyurethIane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to Vasd =150 mph (V„lt = 194 mph). Refer to Section 6 for installation requirements to meet t is wind rating. 5.4.3 SwiftStart® Starter Shingle has been evaluated in accordance with ASTM D3161, Class F. Refer to Section 6 for installation requirements to meet this wind rating. 5.4.4 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. NEMO ETC, LLC I Evaluation Report 3532.09.05-1114 Certificate of Authorization #32455 6- EDITION J2017) FBC NON-HVHZ EVALUATION FL5444-R13 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14: 01/24/2018 Page 3 of 23 MEMO I etc. 5.4.4.1 Analysis in accordance with ASTM D 158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential SolarisTM) exceeds the calculated uplift force (FT) at a maximum desi n wind speed of Vasd = 150 mph (V„It = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 f� et. The shingles are permissible under Code for installation in these conditions using the installation proc;dures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimu codified fastening requirements established within any local jurisdiction, which shall take precede ce. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with FAC Rule 611520-3. 6. INSTALLATION: 6.1 Roof deck, slope, underlayment ant fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requireme Its. 6.1.1 Underlayment shall be acceptable t� CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements here n. 6.2.1 Fasteners shall be in accordance Kith manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 uni s vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acc ptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1 11 or R908 and CertainTeed published installation instructions. 6.4 SWIFTSTARTO STARTER SHINGLE: Fastening: Use four nails, located as shown below I38 314° (984 mm) t 1° (25 mm) from Lge 1° (8 mm) from edge —► I 7-5/8' • • • mm) Maxi° (194 (76 mm) 1 tThe: inner two fasteners m st be placed such that they fall at least 3' (76 mm) from the end joints of the shinglle in the succeeding course. NEMO ETC, LLC Evaluation Report 3532.09.05-R14 Certificate of Authorization #32455 6EDITION 12017) FBC NON-HVHZ EVALUATION FL5444-R13 CertainTeedAsphalt phalt Roof Shingles; (610) 651-5847 Revision 14: 01/24/2018 Page 4 of 13 M- %j 6.5.1.1 ENGLISH 12" 12" 12" (305 mm)-+ (305 mm) (305 mm) i (�1" (25 mm) — Sealant 1"(25 mm)- 5 5(a" (145 mm) 31�2"for Norwood Plant T METRIC 1" (25 rr 1"(25mm) Sealant 6'�L—lam Figure 113: Use four halls for (50 mm) Cap Cap Shingle Shingle Figure 11-24 Cut tabs, then trim back (English dimensions A For ASTM D3161, Class F Polyurethane Roof & Flashing .- 131la" T 1" (25 mm)- Itshingle. ONEMOjetc. STEEP SLOPE Use four nails and six spots of asphalt roofing cement* for every full shingle (Figure 11-4). Asphalt roofing cement meeting ASTM D4586 Type II is suggested. Imo" Rooting Cement Apply 1"(25 mm) spots of asphalt roofing cement under each tab corner. Figure 114: Use four nails andsix spats ofasphiiq cement on steep slopes. *CAUTION: Excessive use of roofing cement can cause shingles to. blister. Cut Shingles Removeri 5„ rr { siea 12' (305 t � (125mm) 12" 1 l (305 mm) • ��- as Gap Shingle cy18: shoelnvan�l iakecap sbingtes ��`5� dotNoNyoodp Figure 11-25` Installation of caps along the baps aril ridges. rmance use BASF "Sonolastic® NP1"Im" adhesive or Henkel "PL® Int", in accordance with CertainTeed requirements. LOW AND STANDARD SLOPE STEEP SLOPE Use SIX nails for every full shingle located as sholvn belote Use SIX nails and FOUR spots of asphalt roofing cement for every full shingle as shown below Apply asphalt roofing cement 1"(25 mm) from edge of shingle. Asphalt roofing cement meeting ASTAI D 4586 Tygre H is suggested. Nail Line Nail Nail Line 1' (25 mm) 1 1' (25 Figure 2.• Use sly nails for —1'(25mm) 1'(25mm)--► shingle. LOL, r' Figure 3: Use six nails and four spots of asphalt roofing cement on steep slopes. MEMO ETC, LLC i Evaluation Report 3532.09.05-R14 Certificate of Authorization a32455 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R13 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14: 01/24/2018 Page 5of13 6.6.1 Hip & Ridge for Arcadia TM: Cedar Cn Use two (2), minimum 1%-inch long from each side edge and about 2-inc %-inch embedment into the deck, or place fasteners 8-5/8-inch up from it For ASTM D3161, Class F performani Polyurethane Roof & Flashing Sealai Cedar Crest shingles. Apply NP 1 or top piece and extending approximate each side of the shingle's headlap. It sides into the adhesive, and install rl � PL adhesive between the shingle lay( Low and Standard Slope (2:12 to 21:12): Use FIVE nails for every fu located as shown below t 11T(33Mn) - ariess I•--t'(25rmn) o AMlianal nails if eaquired. i ONEIVIOletc. , Cedar CrestTm IR asteners per shingle. For the starter shingle, place fastener 1-inch up from the starter shingle's exposed butt edge, ensuring minimum bll penetration through the deck. For each full Cedar Crest shingle, exposed butt edge and 1-inch from each side edge. use BASF "Sonolastic® NP1` adhesive or Henkel "PLO t", in accordance with CertainTeed requirements, to hand -seal L adhesive from the middle of the shingle's raised overlay on the y 4-inch along the sides of the headlap along a line % to 1-inch from mediately align and apply the overlying shingle, gently pressing tab Is. To secure the other side, apply a 1-inch diameter spot of NP 1 or Belmont shingle, •(25rvn)�I Hand -sealing adhesive 4B 114" r-- 314" —► I +— 1" Dab of asphalt cement between 1n shingle layers Steep Slope (greater than 21:12): Use SEVEN nails and EIGHT spots of asphalt roofing cement" for every full Belmont shingle- Apply asphalt roofing cement 1" (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTM D4586 Type II is suggested_ P im,.00,0 ON, V (2 nun) \—L-- booing Ceaxnt ®� MEMO ETC, LLC I Evaluation Report 3532.09.05-R14 Certificate of Authorization #32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R13 CertainTeed Isphalt Roof Shingles; (610) 651-5847 Revision 14: 01/24/2018 Page 6 of 13 6.7.1 Hip & Ridge for Belmont® or Beim( 6.7.1.1 Option 1: For Belmont®, refer to in shingles. For Belmont® IR, refer to 6.7.1.2 Option 2: For Belmont®: Shangle® ONEMOjetc. ns herein for Cedar Crest'"" or Cedar Crest"m IR hip and ridge ons herein for Cedar Crest7m IR hip and ridge shingles. 18, Exposure Remove tape from the right side g-, j and fasten m theme side 8�-, RIGHT RST LEFT Figure 17-19. Installation of Shangle© Ridge shingles Figure 17-1 & Shangle® Ridge, 0111 u hips and ridges. 6.7.1.3 For ASTM D3161, Class F performa ce use BASF "Sonolastic® NP1'" ' adhesive or Henkel "PL11 Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1 LOW AND STANDARD SLOPE Use Cave nails for every full Shangle. 1—(25 min) (25 min) F 5/8" (16 mm) (220 min) Figure 17-4• Use ftte nails for eceryfrrll Gaul dillauor.Sbangle, Con -loge House Shangle, or Cenlenrl ial Slate. Shangle® Ridge hip and ridge shi STEEP SLOPE Use seven nails and three spots of asphalt roofing cement for every hill GrandManor Shangle. Use five nails and three spots of asphalt roofing cement for every full Carriage House Shangle and Centennial Slate. Apply asphalt roofing cement 1" (25 mm) from edge of shingle (Figure 17-5). Asphalt roofing cement meeting A.STSf D4586 Type 11 is suggested. f (38 mm) 1•• or less 1.1 min) (25 min) 5/8 (16 min) I (220mm) 1.. T 21 (25 min) Rooting Cement Figure 17-5.' When installing Grand Manor Sbangles on sleep slopes, use seven nails and lbree spots of aspball roofing cement. anor Shangle: Refer to instructions herein for NEMO ETC, LLC I Evaluation Report 3532.09.05-R14 Certificate of Authorization #32455 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R13 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14:01/24/2018 Page 7 of 13 LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 143/4" 12" �-(305 mm)--r-(375 mm)----(305 r I--1" (25 mm) Releas Tape 1112"e Nailable . Area LANDMARK TL NorthGate: ONEMOjetc. 13112" . 13" 131/2" 1 -(343 mm)-►—(330 mm)-► —(343 mm)- j 1+1" (25 mm) I 1 1" (25 mm)-1 -- Figure 13-4: Use four nails for evoy full shingle. WIDE NAMG 2° 14314' i2' AREA '+ (30 mm) --► t- (375 mm) --o- (305 mm) i Aaiing Umds �,~-• •- 1' (25 mm) /Uppor nal [no i° (25--)- 1 �Lower nalIre amas for low and standard slopos (from 2:12 to 21:12) Jal between upper 8lovrer Ines as shmsn above. STEEP SLOPE Use six nails and four spols of asphalt roofing cement fo� every full laminated shingle. See below. Asphalt roofing cement should meet AST+A1 D45861jpe II. Apply 1" spots of asphalt roofing client unde each corner and at about 12" to 13" in from each edge. METRIC DIMENSIONS 12" 143/4" --12' (305 mm) (375 mm) (305 mrp) I-.� 1--1"(25mm) Relea eTape _. 1"(25mm) I -- Nail Area For Steep-f (25 mm) ---- "Flooling Cement (25 mm.' LANDMARK TL r(131/2" 13" 13112" 343 mm) (330 mm) (343 mm) �� 1 "(25 mm) 1 "(25 mm)-- ( A A I (25.mm Figure 13-5.• Use six nails and four spots of aspbalt roofing cenrent on steep slopes. 1" NEMO ETC, LLC I Evaluation Report 3532.09.05-R14 Certificate of Authorization #32455 6'" EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-R13 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14: 01/24/2018 1 Page 8 of 13 STEEP SLOPE NAILIM NorthGate: 14-3/4" mm) I letweehver 11"(25 Ile,nni ince 12" iiiingl areas for steep slopes (greater than 21:12) and "Storm -Nailing" Nail etween lower nail lines as shown above. fONEIV10jetc. 6.9.1 Hip & Ridge for landmark•"", Landmark" IR, Landmarks"" Pro, Landmark'" PremlUm, Land Landmark'"" Solaris, LandmarkTm Sollaris IR, NorthGate: 6.9.1.1 Option 1: Shadow Ridge TM or Nothoate Accessory 12° (305mm) (250mm) 6" 6, 415/16" 4t5/16 (150mm) (150mm) (125mm) (125mm) Notch for I Notch for Centering Centering 5 131/4" / 7 (305mm) aches for Alignmentt (337mm) Notches forAlignmernto 5 the Top Edge of the Previous 7 the Top Edge of the Previous 7 /8° L L Cap fors' (125mm) Exposure !1 m) Capfor55/8" (141 mm) Exposure (1 m) English Dimension Metric Dimension Shadow Ridge7m Shadow RidgeT 9 2713T (250 mm) 415115' (125 nim) 13 1/8" f— (333 mm)—► Centerin8 Notch 6 5/8j ►I*-6 5/8"-► _ (168 mm1 (168 mm) 1.31/4' t (337 rnrn) ` Align these / T I Centering rotcltestotop 7519' 131/4° ` Notch edge of (194 mm) (337 mm) `AIIgn these f pt8VI0U5 Cflfrrse 7 5/8° notches to top (194 mm) of edge of previous course. NorthGate Ridge NorthGate Accessory NEMO ETC, LLC Evaluation Report 3532.09.05-1114 Certificate of Authorization #32455 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R13 CertainTeed Asphalt Roof Shingles; (610) 651-S847 Revision 14: 01/24/2018 j Page 9 of 13 5" Figure 6.9.1.2 For ASTM D3161, Class F F Polyurethane Roof & Flashing; 6.9.1.3 Option 2: Refer to instructions LOW AND STANDARD SLOPE: For low and standard slopes, use five nails for each full shingle as shown below. 40" (1016 mm) IRNEMOjetc. 12- �.I (305mm) I Laying Notch I I hnn�� I 20.• Use laying notches to center shingles on laps and ridges, and to locate the conwt arposure, lance use BASF "Sonolastic® NPiTm" adhesive or Henkel "PLO t", in accordance with CertainTeed requirements. for Cedar Crest"", Cedar Crest'"' IR hip and ridge shingles. 51/4' (133 mm) , • . 141/4" 1 1/2' 36 mm) (362 mm) NOTE: Apply nails on painted guideline. Flgure.l6-6.•Fastening PresidentialandPresideniia6TI l Shake shingles on low and standard slopes 6.10.1 Hip & Ridge for Presidential Sha Solarlel*% 6.10.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles i ridges. Apply shingles up to the the bottom edge of the "tooth." teners: The fasteners must be 1 either 3/4" into the deck or cod accessory comes in two different Birminghami.AL is 12" x 12"; Pi accessory. STEEP SLOPE: For steep slopes, use nine nails for each full Presidential shingle and apply 1" diameter spots of asphalt roofing cement under each shingle tab. After applying 5 nails in between the nailing guide lines, apply 4 nails l" above tab cutouts maldng certain tabs of overlying shingle cover nails. I _ � _ _ y _ _ _ _•_ _ _ _ � TT 1n 1 1' diameter asphalt roofing cement Figure 16-7.' Fastening Presidential and Presidential T/L Shake shingles on steep slopes. I —TM ID n--*. --4-1nI Ck,I,^ TI TM Dre.—.l^-+.- be used for covering hips and ;e (expose no more than 7" from en each accessory with two fas- long or longer; so they penetrate ely through the deck. Presidential s: Accessory produced in ad, OR produces 97/s" x 131/4" 6.10.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NPJTa" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. NEW ETC, LLC I Evaluation Report 3532.09.05-1114 Certificate of Authorization N32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R13 CertainTeed Ai phalt Roof Shingles; (610) 651-5847 Revision 14: 01/24/2018 Page 10 of 13 6.10.1.3 Option 2: Refer to instructions LOW, STANDARD AND STEEP SLOPE: (25 mm) (25 mM)- IYgruv 15.3. Faslenhrg laalteras shingles on Lon' and Standard Slopes ror low and standard slopes, use five nags for each full Hatteras shingle as sboom above. 6.11.1 Hip & Ridge for Hatteras m: 6.11.1.1 Option 1: Accessory for Hatteras Figure 15-14.- 18 three. piece units 54 Hatteras Accessory si 6.11.1.2 Option 2: Cut Hatteras Shingles i ONEMOjetc. 'or Cedar Cresfm, Cedar Crest- IR hip and ridge shingles. 8,. t Roofing Cement —t ?40 m m) Figure 15-1: t"aslruing llnllerrrs 3hU+gles mr SleepBfopes For steep slopes, use fire malls and eight spots of asplialt roofing cement for each full Hatteras shingle as shown above. Apply P (25mm) diameter spas of roofing cement (,WNW D 4586 7\pe 11 suggested) under each tab corner. Press shingle into place; do not expose cement. G%UFION: Too muclwroofing cement can cause shingles to Mier. 3 to intake �9ti {230 mm) I I I I I rtr� Fasten I I g' 18.060 rnm) N�h 8aMITI) Cap Cap Cap Cap o 3 Shingle Shingle Shingle Shingle 1B Figure I5-20: Cut Hatteras shingles to maT cover cap: Figure 15 21. Installation of caps along hips and ridges. 6.11.1.3 For ASTM D3161, Class I-performaInce use BASF "Sonolastic® NPlT "' adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. MEMO ETC, LLC Certificate of Authorization #32455 67 EDITION (2Q17) FBC NON-HVHZ EVALUATION CertafnTeed Asphalt Roof Shingles; (610) 651-5847 Evaluation Report 3532.09.05-1134 FL5444-R13 Revision 14: 01/24/2018 Page 11 of 13 7 6.12.1 LOW AND STANDARD SLOPE: mro Miami -Dade requires SIX nails (hwo nails installed over center cutout es shown). Figure.11-3: Use FIVE nailsforevery Higbland Crest"'" IR or Shangle RidgeTm hip and, ridge shingles. LOW AND STANDARD SLOPE Use FOUR nails for every full shingle Sealant (25nu7 I (1S61mn) - (333-) (333-1 6.13.1 Hip & Ridge for Patriot"4: Refer to NorthGate or Shangle RidgeTm hip ai as shown below. ONEMOjetc. STEEP SLOPE: Use FIVE nails and SIGHT spots of asphalt roofing cement" for each full Hlghland State shingle. For Miami -Dade, SIX nails are required. Apply V diameter spots of asphalt roofing cement under each tab corner. Asphalt roofing cement meeting ASTM D4586 Type n is suggested. Mia V()ado requires SIX nalls (M1vo nags installed over csrbr cutout as shown} Figure 113A: Use FM nails andeigbt spots of asphalt roofing cement under eaeb tab corner. "CAUTION: Excessive use of rooilhg cement can cause shingles to blister. Refer to instructions herein for Cedar Crest"", Cedar STEEP SLOPE Use POUR nails and four spots of asphalt roofing cement for everyfull shingle as shown below. Asphalt roofing cement meeting ASTAi D4586 Type II is suggested. Apply 1'(25 nun) spots of asphalt roofing cement as shown. CAUTION: Excessive use of roofing cement can cause shingles to blister. t3-W. (333 nm) —i 125 avnj - — — — — - i (—s'7 Ir118' Jimnnn)) I• c c T Hooting Cemenl structions herein for Cedar Crest""", Cedar CrestTm IR, Shadow Ridge"I'm, ridge shingles. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency rioted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. NEMO ETC, LLC Certificate of Authorization #32455 6EDITION CertainTeed Evaluation Report 3532.09.05-1114 FBC NON-HVHZ EVALUATION FL5444-R13 Roof Shingles; (610) 651-5847 Revision 14: 01/24/2018 Page 12 of 13 OMEMO I etc. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information owhich plants produce products covered by Florida Rule 61G20-3 CIA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (414) 248-6409; karen.buchn?ann@us.ul.com - END OF EVALUATION REPORT - NEMO ETC, LLC Evaluation Report 3532.09.05-1114 Certificate of Authorization #32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-1113 CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Revision 14: 01/24/2018 Page 13 of 13 Business & ProfessionalRegulation BMS Home I Log In I User Registration I Hot Topics Florida �i Product Approval - USER: Public User • Product Avoroval t4enu-> Product or Application Search > FL # Application Type Code Version Application'Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida. Engineer or Architect Name who de% the Evaluation Report Florida :License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) DBVR HOR1:, FIFa1n tf$FR pBY9 Dlttl9ta?fi5� CQ!jT+rCt' b�t:_i; . r ■ > Application Detail FL2533-R19 Revision 2017 Approved 20 Moores=Road-- - — Malvern, PA 19355 (610)'893=5400 mark.d.harner@saint-gobain.com Mark Hamer mark.d.hamer@saint7gobain.com Mark D. Hamer 18 Moores Road Malvem, PA 19355 (610) 651-5847 Mark. D. Hamer@saint-gobain.com FILE COPY'; Roofing { Modified Bitumen.RoofSystem ! Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report Hardcopy Received I$ Robert Nieminen a�i • _ i PE-59166 +i�..c D' �!�• 6 UL LLCol 03/09/2020 7ohn W. Knezevich, PEs j ✓r Validation Checklist - Hardcopy Received FI 2533 R19 COI 2017 01 COI Nieminen odf Standard Year ASTM D6162 2008 ASTM D6163 2008 ASTM,D6164 2011 ASTM D6222 2011 ASTM D6509 2009 FM 4470 2012 FM 4474 2011 Equivalence of Product Standards I Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 09/14/2017 09/15/2017 09/19/2017 12/12/2017 FL # Model,_Numberor Name Descripti�oe _ 33.01 Filen [Z51�ntl stic M�'BRum �t� IRoof Systems . ModifledBitumensy terns Limits of Us-- - Approved for use in HVHZ: No Approved for use outside. HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-635 Other: 1.) Refer to ER Section 5 for Limits of Us 2.) The design pressure noted in this applicatio relates to one specific system. Refer to the ER Appendix for all systems and max design Installation Instructions FL2533 R19 II 2017 '09 FINAL 61 ER CERTAINTEED MODBIT FL2533- - R19.pdf Verified By: Robert Nieminen, PE.PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL2533 '1119 AE 2017 09 FINAL ER CERTAINTEED MODBIT FL2533- R19.pdf Created by Independent Third Party: Yes pressures. Sack tde:ct contact Us :: 2601II1e1aIr Stone ROatl.7allana5see YL sGsyn rnone: The State of Florida Is an AA/EEO employer. Copydght! 2007-2013 State of Florida.:: Privaw Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you Ido not want your e-mail address released in response to a public -records request, do riot send electronic mall to this entity.Instead, contact the office by.phone or by traditional mail. If you have any questions, please contact 850.437.1395. -Pursuant to Section 455.275(t), Florida Statutes, effective October, 1, 2012,.licepsees.ficensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used fad official commurilra�lortwith 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.whlch can be made availableto the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ®, ® Credit Card Safe C',10TRINITYIERD EVALUATION REPORT CertainTeed Corpora 20 Moores Road Malvern, PA 19355 (610) 651-5847 SCOPE: This Evaluation Report is issued under Rule 61G20-3 construction materials in the State of Florida. The doc P.E. for use of the product under the. Florida Building compliance with the 6th Edition (2017) Florida Building? LABELING: Labeling shall be in accordance herein. EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 Christian Street Oxford,, CT 06478 (203) 262-9245 Evaluation Report FL2533-R19 Date of Issuance: 09/19/2005 Revision 20: 09/14/2027 and the applicable rules and regulations governing the use of imentation submitted has been reviewed by Robert Nieminen, Code. The product described herein has been evaluated for Code sections noted herein. the Accredited Quality Assurance Agency noted CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constituI6s agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words 'Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 6, Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida OCAANE1983 CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, LLC. d/b/a Trinity I ERD does in any company manufacturing or distributing products it 2. Exterior Research & Design, LLC. d/b/a Trinity I ERD i distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a f which the evaluation reports are being Issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a 1 product. 5. This is a building code evaluation. Neither Trinityl ERD i project on which this Evaluation Report, or previous vers specifically for that purpose. a 57-page Appendix. The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 09A4/2017. This does not serve as an electronically signed document. of have, nor does it intend to acquire or will it acquire, a financial interest Wuates. not owned, operated or controlled by any company manufacturing or ancial interest in any company manufacturing or distributing products for iancial interest in any other entity involved in the approval process of the it Robert Nieminen, P.E. are, in any way, the Designer of Record for any ns thereof, is/was used for permitting or design guidance unless retained ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Modified Bitumen Compliance Statement: Flintlastic® Modified have demonstrated compliance with the follow testing in accordance with the following Stanc Limitations/Conditions of Use set forth herein. 2. STANDARDS: Section 1504.3.1 1504.7 1507.11.2 1507.11.2 1507.11.2 1507.11.2 1507.11.2 3. REFERENCES: Enti ERD.(TSr6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD(TST6649) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) Exterior Research and Design, LI.C. c-all—m of Au[lwJw[lon wosw Pro e Wind Impact Physical. Properties Physical Properties Physical Properties Physical Properties Physical Properties Examination FM 4470 FM 4470 FM 4470 FM 4470 FM 4470/4474 FM 4470/4474 FM 4410/4474 FM 4470/4474 Physical Properties FM4470/4474 FM 4470/4474 FM 4470/4474 Physical Properties Physical Properties FM 4410/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474 TAS 117(B), Rupture FM 4470/4474 FM 4470/4474 Physical Properties FM 4470/4474 FM 4470/4474 TAS 117(A) FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470/4474. FM 4470/4474 FM 4470/4474 FM 4470/4474 FM 4470 FM 4470/4474 FM 4470/4474 \,i TRINITY I ERD Df Systems umen Roof Systems, as produced by CertainTeed Corporation, sections of the 6eh Edition (2017) Florida Building Code through is. .Compliance is subject to the Installation Requirements and Standard FIVI 44474 FM 4470 ASTiVI D6162 ASTM D6163 ASTM D6164 ASTM D6222 ASTM D6509 Reference 3504.06.01-1 3513.08.02 03515.07.03 3519.12.03 3522 07.04 02843.02.05-11 3533.01.06 4674.11.01-1 3535.10.06 3521.07.04-R1 02764.09.05-111 02762.03.05=111 C7290.01.08 C10080.09.08 C.8370.08.08-R1 P6860.06.07-111 C30310.12.09 C30560.03.10 01420.08.10 C33980.12.10 C33830.02.11 C35500.02.11 C37820.07.12 C37830.07.12 C42110.08.12 C39670.08.12 C42280.08.12 A35880.04.12-111 C44580.07.13 C46090.11.13-A C45620.03.14 C46760.06.14 C47320.03.14-R1 CTR-SC8995.10.15 CTR-SC9935.01.16 CTR-SC9920.01.16-RI CTR-SC10420.01.16 CTR-SC9175.09.16-1 C NONA I V I M [VALUATION Bitumen Roof Systems; (610) 651-5847 Year 2011 2012 2008 2008 2011 2011 2009 Date 06/05/2001 08/15/2002 07/22/2003 12/22/2003 07/M/2004 02/10/2005 01/0,6/2006 03/21/2006 10/31/2006 10/26/2007 12/10/2007 12/10/2007 01/16/2008 09/04/2008 10/05/2009 09/10/2009 12/17/2009 03/18/2010 09/21/2010 12/22/2010 02/08/2011 02/09/2011 07/24/2012 07/26/2012 08/13/2012 08/20/2012 08/20/2012 10/26/2012 07/25/2013 11/20/2013 03/27/2014 06/19/2014 04/01/2015 10/14/2015 01/14/2016 01/20/2016 01/25/2016 09/06/2016 Evaluation Report 3520.03.04-R20 rMS39-n19 Revision 20:09/14/2017 Page 2 of 6 "T'RINITYIERD Ent Examination Reference Date ERD (TST6049) FM 4470/4474 CTR-5C9175.09.16-1 09/06/2015 ERD (TST6049) FM 4470/4474 CTR-SC11590.08.16-RI 09/06/2016 ERD (TST6049) FM 4470/4474 CiR-SC12255.12.16 22/27/2016 ERD (TST6049) FM 4474 CRT-SC15775.17 09/13/2017 FM Approvals (TST1867) FM 4470 OE3A2.AM 03/30/1982 FM Approvals (TST1867) FM 4470 3WOA4.AM 03/16/1993 FM Approvals (TST1867) FM 4470 3WOA2.AM 03/17/1993 FM Approvals (TST1867) FM 4470 3WOA3.AM 03/17/1993 FM Approvals (TST1867) FM 4470 1Z4A6.AM 09/11/1996 FM Approvals (TST1867) FM 4470 3YSAI.AM 09/30/1996 FM Approvals (TST1867) FM 4470 2D5A9.AM 06/22/1999 FM Approvals (TST1867) FM 4470 3009502 12/12/2000 FM Approvals (TST1867) FM 4470 3008869 03/19/2001 FM Approvals (TST1867) FM 4470 3009610 10/15/2001 FM Approvals (TST1867) FM 4470 3006025 12/28/2001 FM Approvals (TST1867) FM 4470 3012321 07/29/2002 FM Approvals (TSf1867) FM 4470 3009814 09/06/2002 FM Approvals (TST1867) FM 4470 3014502 04/04/2003 FM Approvals (TST1867) FM 4470 3015444 07/11/2003 FM Approvals (TST1867) FM 4470 3014692 08/05/2003 FM Approvals(TST1867) FM 4470 3614751 09/27/2003 FM Approvals (TST1867) FM 4470 3018579 10/09/2003 FM Approvals (TST1867) FM 4470/4474 3020703 07/30/2004 FM Approvals(TST18671 FM 4410/4474 3021759 06/03/2005 FM Approvals (TST1867) FM 4470/4474 3022038 04/05/2006 FM Approvals (TST1867) FM 4470/4474 3023458 07/18/2006 FM Approvals (TST1867) FM 4470/4474 3026128 08/04/2006 FM Approvals (TST1867) FM 4470/4474 3024311 11/01/2006 FM Approvals (TST1867) FM 4470/4474 3025766 11/13/2Q06 FM Approvals (TST1867) FM 4470/4474 3028410 02/19/2007 FM Approvals (TST1867) FM 4470/4474 3026964 07/25/2007 FM Approvals (TST1867) FM 4470/4474 3031262 11/30/2007 FM Approvals (TST1867) FM 4470/4474 3031199 12/23/2008 FM Approvals (TST1867) FM 4470/4474 3032172 05/12/2009 FM Approvals (TST1867) FM 4470/4474 3037127 01/11/2010 FM Approvals (TST1867) FM 4470/4474 3039848 12/02/2011 FM Approvals (TST1857) FM 4470/4474 3046104 08/13/2013 FM Approvals(TST1861) FM 447014474 3048520 09/19/2013 MTI (TST2508) Physical properties DX08C4A 03/22/2004 MTI (TST2508) Physical properties DX2OE3A 03/22/2004 MTI (TST2508) Physical properties DX OM-= 01/04/2006 MTI (TST2508) Physical properties AX31G8A 08/21/2008 MTI (TST2508) Physical properties AX31G8D 69/05/2008 MTI (TST2508) Physical properties AX31G8F 06/05/2009 MTI (TST2508) Physical properties AX21G8C 01/28/2011 PRI (TST5878) Physical Properties CrC-032-02-01 Ol/16/2008 PRI (TST5878) Physical Properties CrC-034-02-01 11/24/2008 PRI (TST5878) Physical Properties CTC-066-02-01 08/08/2011 PRI (TST5878) Physical Properties CTC-067-02-01 08/08/2011 PRI (TSTS878) Physical Properties CTC-068-02-01 68/08/2011 PRI (TST5878) Physical Properties CrC-070-02-01 08/08/2011 PRI (TST5878) Physical Properties CTC-071-02-03 08/08/2011. PRI (TST5878) Physical Properties CTC-093-02-01 08/08/2011 PRI (TST5878) Physical Properties CTC-116-02-01 04/03/2012 PRI(TST5878) Physical Properties CTC-183-02-01 10/04/2013 PRI (TST5878) Physical Properties CTC-259-02-01 12/11/2015 UL, I.I.C. (QUA9625) Quality Assurance Service Confirmation, R11656 Exp. 03/09/2020 Exterior Research and Design, LLC. Evaluation Report 3520.03.04-R20 Cerfijkate ojAutharIzatlon #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION F1.2533-1119 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Revision 20: 09/14/2017 Page 3 of 6 4. 00 TRINJTY J MD PRODUCT DESCRIPTION: This Evaluation Report, covets Flintlastic® Modified i Bitumen Roof Systems installed in accordance with CertainTeed Corporation published'. installation instructions and the Limitations / Conditions of Use herein. The following CertainTeed products:make up. the subject systerns. TABLE 1 ROCL-GOODS FQR F IN7LASfIC® MODIFIED BRUMEN ROOFSYSTEMS Type P loduct Specification Reference Grade Type Base Sheets Flintlatti& SA NailBase ASTM D4601 N/A II Glatbase- Base Sheet ASTM D4601 N/A II All Weather/Empire'"' ase ASTM D4601 N/A II . Flexiglas— Base ASTM, D4601 N/A_ It Flinttastic'" Base 20 ASTM D4601 N/A ll Flintlastic Poly SIViS Base Sheet ASTM. D4601 N/A 11 Yosemite® Venting Base ASTM D4897 N/A. II Ply Sheets Flintglase Ply 4 1 ASTM D2178 N/A IV Flintglas® Premium. Ply 6 ASTM D2178 N/A VI Base/Ply'Membranes (APP) Flintlastic® APP Base T ASTM D6509 N/A N/A Flintlastic® STA ASTM D6222. S I Flintlastic° STA Plus ASTM D6222 S _ I Cap Membranes, jAPP) Flintlastic® STA ASTM D6222 S I Flintlastic® STA Plus ASTM D6222 S t Flintlastic® GTA ASTM D6222 G I Flintlastic® GTA CoolStar" ASTM D6222 G I Flintlastic" GTA-FR ASTM D6222 G I Flintlastic" GTA=FR:CdolStar' ASTM D6222 G I Bas%P,L Membr� as(56S} Flint astie � P y ase ASTM D1970 , N/A N/A B ark Diamon ®Base Sheet ASTM D1970 N/A N/A Flintlastic SA Mid Ply ASTM D6163 S I Flintlastic Ultra Glass SA ASTM D6163' S I Flintlastic Base 20 1_ ASTM'D6163 S I Flintlastic. Base 20 T I ASTM D6163 S I Flintlastic Ultra Poly. Base Sheet ASTM D6164 S Cap Membfanes+(SBS)- Flintlastic FR Dual Ca ASTM D6162' G I Flint astir SA Cap FR ASTM D6163 G I Flintlastic SA Cap-FR oolStar- ASTM D6163. G I Flintlastic Cap 30 1 ASTM D6163 G f Flintlastic Cap.30 CoolStar m ASTM D6163 G I Flintlastic7 FR Cap 301 ASTM D6161 G I FlintlastiC FR Cap30 �oolStarTM ASTM D6163 . G 1 Flintlastic FR Cap 30'it ASTM D6163 G 1 Flintlastic FRCap30TCoolStarm ASTM D6163 G 1 Flintlastic SA Cap ASTM D6164 G I Flintlastic SA Cap Co6lStarm ASTM D6164. G I Flintlastic FR-P ASTM D6164 G 1 Flintlastic FR-P Cool$tar'" ASTM D6164 G I FlintlastIC GIVIS C ASTM D6164 G I Flintlastic GMS CoolStar' ASTM D6164 G I Flintlastic :GTS I ASTMr D6164 G II Flintlastic GTS`CoolStarTM ASTM D6164 G II Flintlastic GTS-FR I ASTM D6164 G II Flintlastic GTS-FR.CoolStar— ASTM D6164 G II Flintlastic Premium FR-P ASTM D6164 G II Flintlastic Premium FR-P CoolStar" ° AST M D6164 G II Exterior Research and Design, LLC. Certificate of Authorizatlon #9503 a EDITION (2017)BC NON-HVHZ EVALUATION CertainTeed Flintlastic° Modred Bitumen Roof Systems; (610) 651-5847 Evaluation Report 3520.03.04-R20. FL2533-R19 Revision 20: 09/14/2017 Page 4 of 6 S. LIMITATIONS: 5.1 5.2 5.3 5.4 5.5 5.6. 5.7 5.8 5.9 5.10 5.11 5.12 This is a building code evaluation. Neitt Designer of Record for any project on whit for permitting or design guidance unless re This Evaluation Report is not for use in HVh Refer to a current UL Roofing Materials Din For steel deck'installations, foam plastic ins with FBC2603.4 unless the exceptions stat The roof system evaluation herein pertal members shall be in accordance with Jurisdiction. Load resistance of the roof Approval documentation. For recover installations, the existing roof For mechanically attached insulation or ml for the selected assembly shall meet or e FBC Chapter 16. Zones 2 and 3 shall professional to resist the elevated pressur Prevention Data Sheet 1-29, Roofing App 137. Assemblies marked with an asteris Prevention Data Sheet 1-19 (January 201( For assemblies with all components fully) assembly shall meet or exceed critical de., rational analysis is permitted for these sys For mechanically attached insulation or rr existing deck for withdrawal resistance. to the minimum requirements for the sy: FX-1 or Testing Application Standard TASK For bonded insulation or membrane over existing substrates in a re -roof (tear off) orrecover installation, the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface conditions exist that bring System performance into question, field uplift testing in accordance with ANSI/SPRI; IA-1, ASTM E907, FM Los Prevention Data Sheet 1-52 orTesting Application Standard TAS 124 shall be conducted on mock-ups of t11e proposed new roof assembly. ver existing substrates in a recover installation, the existing roof design pressures on its .own merit to the satisfaction of the M nted through field uplift testing,in accordance with ASTE907, FM ng Application Standard TAS 124. shall be designed and installed for wind loads in accordance with in accordance with ANSI/SPRI ES4 or Roofing Application Standard shall be determined from FBC Figure 1609.3(1), 1609.3(2) or V 1 KINIT'IERD !r TrinitylERD nor Robert Nieminen, P.E. are, in any way, the this Evaluation Report, or previous versions thereof, is/was used lined specifically for that purpose. jurisdictions. tory for fire ratings of this product. pro For bonded insulation or membrane of system shall be capable of resisting pr Authority Having Jurisdiction, as docume� Loss Prevention Data Sheet 1-52 or Test, Metal edge attachment (except gutters)l FBC Chapter 16 and tested for resistance RAS 111, except the basic wind spee 1609.3(3). ition shall be separated from the building interior in accordance in FBC 2603A.1 and 2603.6 apply. to above -deck roof components. Roof decks and structural requirements to the satisfaction of the Authority Having Eck shall be documented through proper codified, and/or FRC be examined in accordance with FBC 1511. mbrane or strip -bonded insulation, the maximum design pressure cceed the Zone 1 design pressure determined in accordance with employ an attachment density designed by a qualified design criteria: Commonly used methods are ANSI/SPRI WD1, FM Loss lication Standard RAS 117 and Roofing Application Standard RAS' (* carry the limitations set forth in Section 2.2.10.1 of FM Loss ) for Zone 2/3 enhancements. bonded in place, the maximum design pressure for the selected ign pressure determined in accordance with FBC Chapter 16. No -mbrane over existing roof decks, fasteners shall be tested in the qualified design professional shall review the data for comparison :em. Testing and analysis shall be in accordance with ANSI/SPRI 105. 5.13 All products in the roof assembly shall have quality assurance in. accordance with FAC Rule 61G20-3. Exterior Research and Design, LLC. j CerNflcate ofAuthor&atlon #9503 a EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Flintlastic® INodifiedBitumen Roof Systems; (410) 651-5847 Evaluation Report3520:03.04-R20 FL2533-R19 Revision 20: 09/14/2017 Page S of 6 1 T P LAITY J ERD 6. INSTALLATION: 6.1 Flintlastic® Modified Bitumen Roof Systems shall be installed in accordance with CertainTeed Corporation published installation instructions, subject tJI the Limitations / Conditions of Use herein. 6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MOP" = Maximum Design Pressure is the result of testing for ind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2(the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind Toads. 7. BUILDINGPERMIT REQUIREMENTS: As required by the Building. Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the named QA entity for.manufacturing.fa ilities covered by FAX. Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: UL, LLC. — QUA9625; (414) 248-6409; karen.buchmann@us.ul.com - THE57--PAGES THAT FOLLOW FARM PART OF THIS EVALUATION REPORT - Exterior Research and Design, LLC. Cutiflcate of Autharizodon 09503 a EDITION CertainTeed Flintlastic® EVALUATION f Systems; (610) 651-5847 Evaluation Report 3520.03.04-R20 FL2533-R19 Revision 20: 09/14/2017 Page 6 of 6 3 \-J TRINITY (ERD APPENDIX i.'ATTACHMENT REQUIREMENiS rob WINiI iJPLIFr'REsiSTANCE } Tahlp Dedc 1A Wood New or Reroof (Tear -Off) A-2 Mech, Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5-6 1B Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded, Top Insulation, Bonded Roof Cover 7- 1C Wood New, Reroof (Tear -Off) or Recover C Mech, Attached Insulation, Bonded Roof Cover 8-9 1D Wood New, Reroof (Tear -Off) or Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 10-12 lE-1 Wood New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet,, Bonded Roof Cover 13-15 1E-2 Wood New Reroof (Tear -Off) or Recover E Non-InsulatedlMechTAttached,Base,Sbeet, Bonded Roof Cover 16-17 W-L, VOOO ,vewlui"nta uw, l I uai-v_iN —,.:-"W-WVW 2A Steel or Structural'Concrete ="-New"�Reroof (Tear -Off) or Recover lowk.:r B �n..n.u..�.+,.,..... y,...,,......-.. ,......,...... -., __ - Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 18 20 2B Steel or Structural: Concrete New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 21-25 2C Steel or Structural Concrete New, Reroof (Tear -Off) or Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 26-28 3A Concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 29-36 38 Concrete New or Reroof (Tear -Off) A-3 Bonded Temp Roof/Vapor'Barrier, Bonded Insulation, Bonded Roof Cover 36 3C Concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 37 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 38-39 4B LWIC New or Reroof (Tear -OM A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 40 —4C— LWIC ---New,-Reroot(.Tear-Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 41.44 5A CWF New or Re (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 45 55 CWF New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded.Insulation, Bonded Roof Cover 46 5C CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 46 an r Air rd—, Ro f fToa nfn F Non -Insulated. Mech. Attached Base Sheet, Bonded Roof Cover _ 47 6C Gypsum Reroof (Tear -Off) C Mech. Attached Insulation, Bonded Roof Cover 71 6D Gypsum Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded. Roof Cover 51 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 52-57 7B Various Recover F Non -Insulated, Bonded Roof Cover 57 The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above -deck roof components. Roof decks shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation, 2. Unless otherwise noted; fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: ➢ Wood Deck: OMG #14 Roofgrip with Flat Bottom Plate (Accutrac), OMG HD with OMG 31n. Galvalume Steel Plate, DekWt #14 with Hex Plate or 3" Round Insulation Plate, Trufast HD with Trufast 3" Metal Insulation Plates or FlintFast #14. with FlintFast 3" Insulation Plates, Minimum 0.75-Inch plywood penetration or minimum 1-Inch wood plank embedment. ➢ Steel Deck: OMG #12 or #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG #12.Standard or HD with OMG 31n. Galvalume Steel Plate,.Dekfast #12 or #14 with Hex Plate or 3" Round Insulation Plate, Trufast DP or HD with Trufast 3" Metal Insulation Plates or FlintFast #12 or #14 Fastener with FlintFast 3" Insulation Plates. Minimum 0.75-Inch steel penetration and engage the top flute of the steel deck. ➢ Structural Concrete: OMG #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG HD or CD-10 with OMG 3 in. Galvalume Steel Plate, Dekfast #14 or DekSpike .with Hex Plate or-.3" Round Insulation Plate, Trufast HD or CF with Trufast 3" Metal Insulation Plates or FlintFast #14 Fastener with FIIntFast 3" Insulation Plates. Minimum 1-inch embedment. Fasteners installed with a pilot hole in accordance with the fastener manufacturers published installation instructions. Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report 3520.03.04-1120 for FL2533-R39 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/14/2017 Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 1 of 57 T'o INITY I ERD 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, GlasRoc Roof Board or gypsum -based roof board that meets the QA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. 4. Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete may substituted for, or installed beneath rigid insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base sheet screws and plates are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirementsao the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. S. Preliminary insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016). 6. Unless otherwise noted, Insulation adhesive application rates areas follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published Instructions. Hot asphalt (HA); Full coverage at 25-30lbs/square ➢ Ashland Pliodeck (A-PD): Continuous 0.75 inch wide ribbons,12-inch o.c. Ribbons of subsequent layers shall be perpendicular to those in the layer below. Dow INSTA-STIK Quik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1 inch wide ribbons; 12-inch o.c. ➢ Millennium. One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-Inch wide ribbons, 124rich o.c. Millennium PG-1 Pump Grade Adhesive (M-PG1): Continuous 0.5 to 0,75-inch widexibbons,12-inch o.c. OMG OlyBond 500 or OlyBond Green (OB500): Continuous 0.75-inch wide ribbons,12=Inch o.c. (PaceCart or5pot5hot) ICP Adhesives CR-20: Continuous 2.5 to-3-inch wide ribbons, 12-inch o.c. ➢ Note: When multiple loyers(s) of Insulation and/or coverboard are installed In ribbon-appliedadhesive, boards shall be staggered from layer -to -layer. ➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing, 7. Unless otherwise note , all insulations aye flat=stock-ortaper board of-the-minimum-thicknessnoted_Tapered olyisocyanurate at the following thickness limitations may be substituted with the following Maximum -or thetables, then Design Pressure (MDP) limitations. In no case shall these values be used to 'Increase' the MDP listings in the tables; rather if MDP list ng be of w meets exceedsthat-listed-fora-particuiacsystem-In the thinner board listed below may be used as a drop -in for the equivalent thicker material listed in the table: Ashland Pliodeck (A-PD) @ 12-inch o.c. MDP -105,0 psf (Min.1.0-inch) Ashland Pllodeck(A-PD) @ 6-Inch o.c. MDP -277.5 psf (MIn.1.0-Inch) ➢ Dow INSTA-STIK Quik Set Insulation Adhesive (D-IS): MDP -120.0 psf (Min.1.0-inch) A Millennium One Step Foamable Adhesive(M-OSFA): MOP-157.5psf (Min.1.0-inch) D Millennium.PG-1 Pump Grade Adhesive (M-PG1): MDP -157.5 psf (MIn..1.0-inch) OMG OlySond 500 (OB500): MDP -45.0 psf (Min. 0.5-inch.Multi-Max FA3) OMG OlyBond 500 (OBS00): MDR -187:5 psf (Min. 0.5-inch ISO 95+ GL) ➢ OMG OlyBond 500 (OB500): MDP -315.0 psf (Min. 0.5-Inch ENRGY 3). A OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.5-inch ACFoam II) iCPAdhesives CR-20: MDP-117.5p5f (MIn.1.0-Inch) 8. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 9. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WDl, FM Loss Prevention Data Sheets-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk" carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 10. For assemblies with all components fully bonded in place, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted. 11. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Applicatlon:Standard TAS 105. Exterior Research and Design, I.I.C. d/b/a Trinity (ERD Evaluation Report 3520.03.04-R20 for FL2533-R19 6r" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/14/2017 Certificate of Authorization #9503 Prepared' by: Robert Nieminen, PE-59166 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page of 57 Q0 TRINITY I ERD 12. For existing substrates in a bonded recover or re -roof installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system (for recover) shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with ANSI/SPRI IA-1, ASTM E907, FM Loss. Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 13. For Concrete Deck or Recover Applications using System Type D, the insulation is optional. 14. Lightweight Insulating Concrete (LWC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced, refer to current LWC Product Approval for specific deck construction and limitations. For systems where specific LWC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness Is 2-inches. For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1 15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. CMAINTEED FLINTLASTIC®;MODIFIEb BRUMEN COIVIpONENTS;SiAPPLICATIONMETHODS Reference Layer Material Application BP -AA Base Glasbase; All Weather/Empire Base;.Flexiglas Base; FllntlasticBase 20 Hot asphalt at 20-40 Ibs/square Ply One or more Flintglas Ply 4; Flintglas Premium Ply 6' (Base and Ply sheets, Asphalt -Applied) BP-AA2 Base. Yosemite Venting Base Hot asphalt in 24-Inch diameter spots In 30- (Base,Spot-Asp hah-Applied) i Inch grid pattern BP-AA3 Base Yosemite Venting Base Hot asphalt in 9-Inch diameter spots in grid (Base,Spot-Asphalt-Applied) pattern noted herein. BP-AA4 Base Yosemite Venting Base Hot asphalt in 9-inch wide ribbons spaced —(Base;Strlp=AsphaltzApplled)— — —as-notediTereln. — BP-CA2 Base/Ply Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 Henry #903.Adhesive at 1.9 gal/square Base/Ply Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 Millennium Hurricane Force Membrane BP Adhesive, beads spaced 6-Inch o.c. Base Flintlastic Base 20; Flintlastic Poly-SMS Base; Flintlastic Ultra Poly SMS Base Ply One or more Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS-AA Hotasphaltat 20-40 Ibs/square Cap Flintlastic Cap 30; Flintlastic Cap 30 CoolStar, Flintlastic FR.Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual (SBS,Asphalt-Applied) Cap; Flintlastic.FR-P, Flintlastic FR-P CoolStar, Flintlastic Premium FR-P; Flintlastic Premium.FR-P CoolStar, Flintlastic GMS; Flintlastic GMS CoolStar Base Flintlastic Base 20; Flintlastic Poly SMS Base, Flintlastic Ultra Poly SMS Base Note: Base,ply cures overnight prior to application of the ply or cap ply. FIIntBond Brush or Karnak No. 61 Cold. SBS CA1 Process Modified Bitumen Adhesive Brush Ply Flintlastic 20; Flintlastic Poly SMS Base; Flintlastic Ultra -Poly SMS Base (SBS,.Cold-Applied) Grade at lgal/square Cap Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar, Flintlastic FR Dual Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar, Flintlastic GMS; Flintlastic GMS CoolStar Base Flintlastic Base 20; Flintlastic Poly SMS Base, Flintlastic Ultra Poly SMS Base Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS-Base SBS-CA2 Henry#903 Adhesive at 1.5 gal/square. Cap Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; FIIntlasticFR Cap 30, FllntlasticFR Cap 30. CoolStar; Flintlastic FR Dual (ses, Cold -Applied) Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar; Flintlastic GMS; Flintlastic GMS CoolStar Exterior Research and Design, LLC. d/b/a Trinity(ERD Certificate of Authorization #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION Prepared by: Robert. Nieminen, PE-59166 CertalnTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Evaluation Report 3520.03.04-R20 for FL2533•R19 Revision 20: 09/14/2017 Appendix 1, Page 3 of 57 ,I 1 RINIIY I ERD ,. -- " • ". CERTAIN EEO FLINTLASTIC® MODIFIED BITUMEN COMPONENTS &APPLICATIOMETHDS N O(CONTINUED) Reference Layer Material Application Base Flintlastic Base 20; Flintlastic Poly SMS Base;. Flintlastic Ultra Poly SMS Base Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Millennium Hurricane Force Membrane SBS-CA3 Lap Flintlastic Cap 30; Flintlastic Cap 30 CoolStar, Flintlastic FR Cap 30, Flintlastic FR Cap 30 CoolStar, Flintlastic PR Dual Adhesive, beads spaced 6-Inch o.c. (SBS, Cold -Applied) Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar; FlintlasticGMS; Flintlastic GMS CoolStar Base. Flintlastic Ultra Poly SMS Base; Flintlastic Base 20T Ply One or more Flintlastic Ultra Poly SMS Base; Flintlastic Base 20T SBS-TA Torch -Applied Cap Flintlastic FR Cap 30 T; Flintlastic FR Cap 30'T CoolStar; Flintlastic GTS; Flintlastic GTS CoolStar, Flintlastic GTS-FR; (sas,Torch-Appled) Flintlastic GTS-FR CoolStar; FlintClad Base. One or more Flintlastic APP Base T; Flintlastic STA; Flintlastic STA Plus APP-TA Torch -Applied Cap Flintlastic STA; Flintlastic STA Plus; Flintlastic GTA; Flintlastic GTA CoolStar, Flintlastic GTA-FR; Flintlastic GTA-FR .(APP,Torch-Applied) CoolStar SBS-SA-H Base/Ply -Black Diamond Base Sheet; Flintlastic Ultra Glass SA Self -Adhering (SBS, Self -Adhering, Hybrid Systems) Base Flintlastic SA PlyBase; Flintlastic SA Mid Ply —SBS-SA— — piy FlintlasticSA PlyBase; Flintlastic SA Mid Ply - Self -Adhering (SBS, Self -Adhering) Cap Flintlastic SA Cap; Flintlastic SA Cap CoolStar; Flintlastic SA Cap FR; Flintlastic SA Cap FR CoolStar 16. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report 3520.03.04-R20 for F1.2533-1119 Certificate.of Authorization ##9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/14/2017 Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 6S1-SS47 Appendix 1, Page 4 of 57 (T�(RINITYJERD TABLE 1E 2 WOOD DELKS NEW CONSTRUCTION,:REROOF'(TEna OFF) oa RECOVER E NON=INSULATED, MECHANICALLY ATTACHED SHEET, BONDED;ROOF"COVER i SYSTEM TYPE BASE System Deck Base Sheet Roof Cover (Note 14) MDP No. (Note 1) Base Fasteners Attach Ply Cap (Psf) Flintfast 3 in. Insulation Plates with (Optional) BP- IVIin.15/32-inch plywood Glasbase; Flexiglas; Flintlastic FlintFast 912 or #14; Trufast 3" Metal 6-Inch o.c, at 4-inch lap and 6-inch o.c. in three AA, SBS-AA, SBS-AA, SBS- -97 5 W-89 at max 24-inch spans Base 20; Poly SMS Base; Ultra Insulation Plates with DP or HD; OMG 3 (3), equally spaced, staggered center rows SBS-TA or TA or APP-TA poly SMS Base; Yosemite In. Round Metal Plates with OMG #14 HD APP-TA Min.15/32-Inch plywood OMG 3 In. Round Metal Plates with OMG 6-inch o.c. at 4-inch lap and.6-inch o.c. in three APP-TA APP-TA -97.5 W 90 at max 24-Inch spans Flintlastic. APP Base T #14 HD (3), equally spaced, staggered center rows. Min.15/32-inch plywood Glasbase; Flexiglas; Flintlastic Base 20; All Weather/ Empire Flintfast 3 in. insulation Plates with 8-inch o.c, at 4-inch la .and 8-inch o.c. at three P (optional) BS-A BP AA, SBS-AA or SBS-AA or 97.5 W. 91 at max 24-inch spans Base; Poly-SMS Base; Ultr Poly Trufast 3" Metal Insulation Fates tth (3) equally spaced, staggered center rows SBS-TA SBS-TA SMS Base; Yosemite T Plates with Trufast HD Min.19/32-Inch plywood Glasbase; Flexiglas; Flintlastic 7-Inch o.c. at 3-inch lap and 7-Inch o.c. in three BP -AA, SBS- AA,STBAS-TA or SBS-AA, SBS- 105.0 W-92 at max 24-inch spans Base 20; Poly SMS Base; Ultra Note 2 (3),:equally spaced, staggered center rows , TA or APP-TA Poly SMS Base; Yosemite W�93_ Min.19/32-inch plywood Elintlastic APP Base T OMG 3 in. Round Metal Plates with OMG #14 HD or Dekfast Hex Plate with Dekfast 7-Inch o.c. at 3-inch lap and 7-inch o.c. in three APP TA APP-TA -105.0 _ _ atmax24=inch-spans (3),-equally-spaced staggered-center_rows #14 Flintfast 3 in. Insulation Plates with (Optional) BP- Min.15/32-inch plywood Glasbase; Flexiglas; Flintlastic FlintFast #12 or #14; Trufast 3" Metal 6-inch o.c. at 4-inch lap and 6-inch o.c. in four AA, SBS-AA, SBS-AA, SBS- -127.5 W-94 at max 24-inch spans Base 20; Poly SMS Base; Ultra Insulation Plates with DP or HD; OMG 3 (4), equally spaced, staggered center rows SBS-TA or TA or APP-TA Poly SMS Base; Yosemite in. Round Metal Plates with OMG #14 HD I APP-TA Min. 15/32-inch plywood OMG 3, in. Round Metal Plates with OMG 6-Inch o.c. at 4-Inch lap and 6-inch o.c, in four APP-TA APP-TA -127.5 W 95 Flintlastic APP Base T at max 241nch spans #14 HD (4), equally spaced, staggered center rows. COW.,APPLIEDv "EMS Glasbase; Flexiglas Base; Min.15/32-loch plywood Flintlastic Base 20; All Weather) Flintfast 3 in. Insulation Plates with 8-Inch o.c. at 4-Inch lap and 8-Inch o.c. In three (Optional) SBS-CA1 -52.5 W-96 at max 24-Inch spans Empire Base; Yosemite Venting FlintFast #12 or #14; Trufast 3" Metal (3), equally spaced, staggered center rows SB5-CA1 Base; Flintlastic Poly SMS Base; Insulation Plates with DP or HD Flintlastic Ultra Poly SMS Base TABLE -1F WOOD DECKS -NEW CONSTRUCTION Oe,REROOF, (TEAa OFF) ,`• SYS TED, BONDED,ROOFCOVER. TEM•TYPEF.NON INSULA System Deck Roof Cover (Note 14) MDP (psf) No. (Note 1) Primer Base Ply Cap 97;b Min.15/32-Inch plywood at max 247Inch spans FlintPrime or FlintPrime SA SBS-SA-H (Optional) SBS-TA, APP-TA • SBS-TA, APP-TA -112.5 Min.15/32-Inch plywood at max 24-Inch spans FlintPrime or FlintPrime SA q "SiI BSSA (Optional) SB5-SA SBS-SA - . 1?'7.5 Exterior Research and Design; I.I.C. d/b/a Trinity I ERD Evaluation Report 3520.03:04-R20 for F1.2533-1119 Certificate of Authorization #9503 6EDITION (2017) FBC NON.HVHZ EVALUATION Revision 20: 09/14/2017 Prepared by: Robert Nieminen, PE-59166 CertalnTeed Flintlastic® Modified Bitumen Roof Systems;:(610) 651-5847 Appendix 1, Page 17 of 57