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HomeMy WebLinkAboutPRODUCT APPROVALBCIS Home I Log In I User Registration I Hot Topics I Florida 1�1 Product Approval Lx USER: Public User Product Approval Menu > Product or Apptiradon 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 i r (� � G., i�l� I r {' °�;Ag6.R+1�1}Y��' .AkiHtF t3i3PA�" �6�PRLlEYtSIOHS Cb?[if(GY (1$Q1E t > Application Detail FL13192-RS ice/ Revision ST. LUCIE 2017 , REVIEWED COUNTY BUILDING DIVISION Approved REVI�14 W OR COMPLIANC DATE PLANS AND PE IT MUST BE SITE OR NO INSPE�ION(S) WILL BE DE James Hardie Building Products, Inc. 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 (909)349-2927 pingsheng.zhu@jameshardie.com Pingsheng Zhu pingsheng.zhu@jameshardie.com Pingsheng Zhu 10901 Elm Ave. Fontana, CA 92337 (909)349-2927 pingsheng.zhu@jameshardie.com THESE PLANS AND ALL PROPOSED WORK Pingsheng Zhu ARE SUBJECT TO ANY CORRECTIONS 10901 Elm Ave. REQUIRED BY FIELD INSPECTORS THAT Fontana, CA 92337 MAY BE NECESSARY IN ORDER TO (909) 349-2927 COMPLY WITH ALL APPLICABLE CODES. pingsheng.zhu@jameshardie.com Panel Walls Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida CONCEALED FASTENERS OR ATTACHMENTS Professional Engineer Evaluation Report- Hardcopy Received ARE THE RESPONSIBILITY OF THE CONTRACTOR OR RECORD Florida Engineer or Architect Name who developed the Ronald I. Ogawa FILE. COPY Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Southard, P.E. Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Validation Checklist - Hardcopy Received FL13192 R5 COI RIO - Certificate of Independence. pff Standard Year ASTM C1186 2007 ASTM E330 2002 Florida Licensed Professional Engineer or Architect FL13192 R5 Eouiv RIO-2692B-17 ASTM C1186 eauivalencv_pdf 1 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 08/09/2017 08/25/2017 08/28/2017 10/10/2017 FL # Model, Number or Name Description 13192.1 1 Cemplank Lap Siding fiber -cement lap siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A other: For use in HVHZ install in accordance with NOA 17- 0406.06 Installation Instructions FL13192 R5 II CemPlank-Installation.pdf FL13192 R5 II ER RIO-2683-17 Plank Wood Metal Frame.pdf FL13192 R5 II ER RIO-2687-17 Plank Shingle to CMU.pdf FL13192 R5 II ER RI0-2688-17 Plank WSP Sheathingpd FL13192 R5 II NOA 17-0406 06 r-df Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.pdf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.pdf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathing.pdf FL13192 R5 AE NOA 17-0406.06.pd Created by Independent Third Party: Yes 13192.2 �AardlePjAk Lap Siding fiber -cement lap siding Limits of Use Approved for use' HVH Yes Approved for use utsid HVHZ: Yes Impact Resistan N/A Design Pressure N/A Other: For use in VHZ install in accordance wit 0406.06 i NOA 17 Installation Instructions FL13192 R5 II ER RIO-2683-17 Plank Wood Metal Frame pdf FL13192 R5 II ER•RIO-2687-17 Plank Shingle to CMU.pdf FL13192 R5 II ER RIO-2688-17 Plank WSP Sheathina. df FL13192 R5 II HardiePlank-Installation.pdf FL13192 3192 R5 II NOA 17-0406.06.pdf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal F- rame•pdf FL13192 R5 AE ER RIO-2687-17 Plank Shin le to CMU.pdf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathingpdf FL13192 R5 AE NOA 17-0406.06.pdf Created by Independent Third Party: Yes 113192.3 HardieShingle Individual Shingles I fiber -cement individual cladding shingles Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 13192.4 1 HardleShingle Panel Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A D—Ign P—c.—a N/A Other: Installation Instructions FL13192 R5 II ER RIO-2685-17 Shingle Wood Metal Frame.P_Of FL13192 R5 II Hard ieShingle-Installation.pdf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 115 AE ER RIO-2605-17 Shingle Wood Metal Frame.pdf Created by Independent Third Party: Yes fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Installation Instructions FL13192 R5 II ER RIO-2685-17 Shinole Wood Metal Frame.g_df FL13192 R5 II ER RIO-2687-17 Plank Shingle to CMU.odf FI 1210i RS TT -T HardieShinoignctwllatinn_adf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2685-17 Shingle Wood Metal FTame.p-d HardiePlank- /# >61 INSTALLATION GRIMED & COLORPLUS® PR( Siding Visit Ja MAY 2016 for the most rec SELECT CEDARMIW • SMOOTH • CUSTOM COLONIAL` SMOOTH • CUSTOM COLONIAL71MlJGHS9VN—' CUSTOM BEADED CEDARMILV • CUSTOM IBEADED SMOOTH • STRAIGHT -EDGE SHINGLE PLANK IMPORTANT. FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFF CT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONET- PRODUCT INSTRUCTIONS. INSTALLATION OF HZ100 PRODUCTS OUTSIDE AN HZ100 LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONETm APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: © CUTTING INSTRUCTIONS OUTDOORS 1. Position cutting station so thatwind will blow dust away from user INDOORS 1. Cut only using scare and snap, or shears (manual, electric or pneumatic). Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt and others in working area 2. Use one of the following methods: 2. Position cutting station in well -ventilated area joints. Carry planks on edge. Protect a Best I. Score and snap edges and comers from breakage. James Hardie is not responsible for damage u. Shears (manual, electric or pneumatic) b. Better, I. Dust reducing circular saw equipped with a - NEVER use a power saw indoors - NEVER use a circular saw blade that does not carry the HardieBlade saw blade trademark caused by improper storage and handling HardieBlade° saw blade and HEPAvacuum extraction - NEVER dry sweep — Use wet suppression or HEPAVacuum of the product. c. Good: f. Dust reducing circular saw vvrth a HardeBlade saw blade (only use for low to moderate rxrlting) 00 Important Note: For maximum protection (l*st respirable dust production), James Hardie recommends always using "BesP-level cutting methods where feasible. NOSH-appmved respirators can be used in conjunction with above rutting practices to further reduce dust exposures. Additional exposure Information is available 95 > atwvwvjameshardie com to help you detemr ine the most appropriate cutting method for yourjob requirements. If concern still exists about exposure levels or you do not comply with the above practices, you should allays consult a qualified industrial hygienist or contact James Harce for further information. � sooatros GENERAL REQUIREMENTS: • HardjePlank° lap siding can be installed over braced wood or steel s sheathing. See general fastening requirements. Irregularities in fram • Information on installing James Hardie products over foam can be locatr° • A water -resistive barrier is required in accordance with local buildinc penetration and junction flashing in accordance with local building c James Hardie does manufacture HardieWrap® Weather Barrier, a not • When installing James Hardie products all clearance details in figs. 3-1, • Adjacent finished grade must slope away from the building in accor( typically a minimum of 6 in. in the first 10 fL. • Do not use HardiePlank lap siding in fascia or trim applications. • Do not install James Hardie products, such that they may remain in contt • HardiePlank lap siding may be installed on flat vertical wall applicati( • For larger projects, including commercial and multi -family projects, t wall is significant in length, the designer and/or architect should take coefficient of thermal expansion and moisture movement of the proc These values can be found in the Technical Bulletin "Expansion Char James Hardie® Siding Products" at www.JamesHardie.com. • DO NOT use stain, oiUalkyd base paint, or powder coating on James ids spaced a maximum of 24 in. o.c. or directly to minimum 7/16 in. thick OSB ig and sheathing can mirror through the finished application. f in JH Tech Bulletin 19 at www. jamehardie.com code requirements. The water -resistive barrier must be appropriately installed with de requirements. James Hardie will assume no responsibility for water infiltration. -woven non -perforated housewrap', which complies with building code requirements. must be followed. ince with local building codes - It with standing water. is only. here the span of the into consideration the ict in their design. cteristics of Products. INSTALLATION: JOINTTREATMENT ail It nail One or more of the following joint treatment options tgure 2 tin is not ar co (as referenced 2009 IRC stud preset plac 703.10.2 fastener between3/4 A. Joint Flashin es Hardie recommend e in. & 1 from C ' sulking is not recommende top of plank) _�sisVve Naiil 318 in. from for ColorPlus for aesthetic reasons as e edgeof plank Caulking and ColorPius will weather joint differently. For the same reason, flashing J do not caulk nail heads on HardieZone" COIOrPlus products.) HardiePlank, iding C. "H" jointer cover .=wM1 install planks in moderate con at oints Figure 1 Construction Cornsstrucction water -resistive barrier let -in bi / plywood or 24 in. o.c. max. OSB sheathing o" barrier o o fastener 0 0 0 Install a 1 1/41n. starter strip to a 0 0 0 0 0 ensure a consistent plank angle �0 10 leave appropriate gap between planks and trim, then caulk.—* Note: Field painting over caulking may produce a sheen difference when compared td the field painted Primelolus. *Refer to Caulking section in these instructions. ' For additional information on HardieWrao• Weather Barrier. consult James Hardie atl1-866-4Hardie or www.hardiewrao.com James Hardlea products contain respirable crystalline silica, which is known to the State of California to cause cancer and is considered by IARC and MOSH to be a cause of cancer from some occupational sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and potentially fatal lung disease called sillcosls, and has been linked whh other diseases. Some studies suggest smoking may increase these dsks. During installation or handling: (1) work in outdoor areas with ample ventilation; (2) use fiber cement shears for cutting or, where not feasible, use a HardieBladea saw blade and dust -reducing circular saw attached to a HEPA vacuum; (3) warn others in the immediate aiea; (4) wear a property -fitted, MOSH-approved dust mask or respirator (e.g. N-95) in accordance with applicable government regulations and manufacturer -instructions to further limit respirable silica exposures. During clean-up, use HEPA vacuums or wet cleanup methods - never dry sweep. For further Information, refer to our installation instructions and Material Safety Data Sheet available at www.jameshardie.com or by calling 1-800-9HARDIE (1-800-942-7343). FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. I sOMM HS11119-P1/4 05/16 CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Roof to Wall Horizontal Flashing Figure 7 Deck to Wall Figure 12 Drip Edge Figure 8 Ground to Siding Min. Y4 in. Do not cal Figure Figure 5 Kickout Flashing Figure 10 to Siding Sheltered Areas Figure 6 Slabs, Path, Steps to Siding Figure 13 Figure 14 Block Penetration Valley/Shingle Extension FASTENER REQUIREMENTS ** Blind Nailing is the preferred method of installation for HardiePlanke lap siding areas and must not be used in conjunction with Blind nailing (Please see JH Tf es etic purposes Only. P n- be done with finish BLIND NAILING Nails -Wood Framing • Siding nail (0.09 in. shank x 0.221 in. HD x 2 in. long) • 11 ga. roofing nail (0.121 in. shank x 0.371 in. HD x 1 Figure 11 Mortar/Masonry (ducts. Face nailing should only be used where required by code for high wind bulletin 17 for exemption when doing a repair). Pin -backed comers may be Ills only, and are not a substitute for blind or face nailing. • Rlbbed_Wafer--head or equivalent (No. 8 x 1 1/4 in. long x 0.375 in. HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing • ET & F Panelfasr nails or equivalent (0.10 in. shank x 0.313 in. HD x 1-1/2 in. long) Nails must penetrate minimum 1/4 in. into metal framing. OSB minimum 7116 in. • 11ga. roofing nail (0.121 in. shank 0.371 in. HD x 1.75 in. long) • Ribbed Wafer -head or equivalent (No. 8 x 1 5/8 in. long x 0.375 in. HD). FACE NAILING Nails - Wood Framing • 6d (0.113 in, shank x 0.267 in. HD x 2 in. long) • Siding nail (0.09 in. shank x 0.221 in. HD x 2 in. long) Screws - Steel Framing • Ribbed Bugle -head or equivalent (No. 8-18 x 1-5/8 in. long x 0.323 in. HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing • ET & F pin or equivalent (0.10 in. shank x 0.25 in. HD x 1-1/2 in. long) Nails must penetrate minimum 1/4 in. into metal framing. OSB minimum 7/16 in. • Siding nail (0.09 in. shank x 0.221 in. HD x 1-1/2 in. long)* Figure 15 Figure 16 Minimum overlap forlBoth Face and Blind Nailing -' Laminate sheet to be removed immediately after * When face nailing to OSB, planks must be no greater than 91/4 in. wide and *` Also see General Fastening Requirements; and when considering alternative fastening i -24in�— O.C. max 114 in. min. overlap lation of each course for ColorPlus® products. iers must be 12 in. o.c. or less. refer to James Hardie Technical Bulletin USTB 17 - Fastening Tips for HardiePlanko Lap Siding. HS11119-P214 05/16 y Zfv GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie® products near the ocean, large bodies of water, or in very humid climates. Manufacturers of ACQ and CA preservative -treated wood recommend spaces materials or other physical barriers to prevent direct contact of ACQ or CA preservative -treated wood and aluminum products. Fasteners used to attach HardieTrim Tabs to preservative -treated wood shall be of hot dipped zinc -coated galvanized steel or stainless steel and in accordance to 2009 IRI R317.3 or 2009 IBC 2304.9.5. • Consult applicable product evaluation or listing for correct fasteners type and placement to achieve specified design wind loads. • NOTE: Published wind loads may not be applicable to all areas where Loc; Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. • Drive fasteners perpendicular to siding and framing. • Fastener heads should fit snug against siding (no air space). (fig. A) • Do not over -drive nail heads or drive nails at an angle. • If nail Is countersunk, fill nail hole and add a nail. (fig. B) • For wood framing, under driven nails should be hit flush to the plank with hammer (For steel framing, remove and replace nail). • NOTE: Whenever a structural member is present, HardiePlank should be fastened with even spacing to the structural member. The tables allowing direct to OSB or plywood should only be used when traditional framing is not available. • Do not use aluminum fasteners, Staples, or clipped head nails. COLORPLUS® TECHNOLOGY CAULKING, TOUCH-UP & L • Care should be taken when handling and cutting James Hardie® ColorPlu, residue or construction dust left on the product, then rinse with a garden h • Touch up nicks, scrapes and nail heads using the ColorPlus°Technology to If large areas require touch-up, replace the damaged area with new Hardie • Laminate sheet must be removed immediately after installation of each cos • Terminate non -factory cut edges into trim where possible, and caulk. Color • Treat all other non -factory cut edges using the ColorPlus Technology edge i Note: James Hardie does not warrant the usage of third party touch-up or PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool Is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). rMi M /0�, 0 1f (1) countersunk, �lY fill &add nail snug flush DO NOT DO NOT Figure A Figure B under drive nails staple PAINTING 00 NOT use stain, oiValkyd base paint, or powder coating on James Hardie® Products. James Hardie products must be painted within 180 days for primed product and 90 days for unprimed.100% acrylic topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed. CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. James Hardie touch-up kits are required to touch-up ColorPlus products. CAULKING For best results use an FJastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note: OSI Quad as well as some other caulking manufacturers do not allow tooling. products. During installation use a wet soft cloth or soft brush to gently wipe off any applicator. Touch-up should be used sparingly. lap siding with ColorPlus Technology. itched caulks are available from your ColorPlus° product dealer. ters, available from your ColorPlus product dealer. used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up will not be covered under the James Hardie ColorPlus Limited Finish Warranty. i PAINTING JAMES HARDIE" SIDING AND TRIM PRODUCTS WITH COLORPLUS® TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: • Ensure the surface is clean, dry, and free of any dust, dirt, or mildew • Repriming is normally not necessary • 100% acrylic topcoats are recommended • DO NOT use stain, oiValkyd base paint, or powder coating on James Hardie i Products. • Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature • DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section HS11119-P3/4 05/16 im COVERAGE CHART/ESTIMATING GUIDE Number of 12 ft. planks, does not include waste COVERAGE AREA LESS OPENINGS I HARDIEPLAP SQ 51/4 61/4 71/4 (1 SQ= too sq.%) (exposure) 4 5 6 1 25 20 17 2 50 40 33 3 75 60 50 4 100 80 67 5 125 100 83 6 150 120 100 7 175 140 117 8 200 160 133 9 225 180 150 10 250 200 167 11 275 220 183 12 300 240 200 13 325 260 217 14 350 280 233 15 375 300 250 16 400 320 267 17 425 340 283 18 450 360 300 19 475 380 317 20 500 400 333 This coverage chart is meant as a guide. Actual usage is subject to variables suc for over or under ordering of product. LAP SIDING WIDTH 7112 8 81/4 91/4 91/2 12 61/4 6 314 7 8 81/4 10 3/4 16 15 14 13 13 9 32 3D 29 25 25 19 48 44 43 38 38 28 64 59 57 50 50 37 80 74 71 63 63 47 96 89 86 75 75 56 112 104 100 88 88 65 128 119 114 100 100 74 144 133 129 113 113 84 160 148 143 125 125 93 176 163 157 138 138 102 192 178 171 150 150 112 208 193 186 163 163 121 224 207 200 175 175 130 240 222 214 188 188 140 256 237 229 200 200 149 272 252 243 213 213 158 288 267 257 225 225 167 304 281 271 238 238 177 320 296 286 250 250 186 I as building design. James Hardie does not assume responsibility I RECOGNITION: In accordance with ICC-ES Evaluation Report ESR-2290, HardiePlanke lap siding is recognized as a suitable alternate to that spelled in: the 200BX09,62012 International Residential Code for One - and Two -Family Dwellings, and the 2006, 2009, & 2012International Building Code,. HardiePlank lap siding is also recognized for application in the following: City of LosAngeles Research Report No. 2486Z State of Florida listing FL0889, Dade County, Florida NOA No. DM-0 29.02, U.S. Dept of HUD Materials Release 1263c, Texas Department of Insurance Product Evaluation EC-23, City of New York MEA 223.93-M, and Cardomia DSA PA-01 9. These documents should also be consulted for additional Information ationconcemingthesuitabilityofthisproductforspecificapplications. © 2016 James Hardie Building Products. All rights reserved. TM, SM, and ®d—to tr doma--VcW-d Ur d—,h, of James Hardie Technology IJmfled.9 is a registered trademark of James Hardie Technology Limited. Panelfast is a registered trademark of ET&F Fastening Systems, Inc. I Additional Installation Information. Warranties, and Warnings are available at www.jamephardie.com I - a JamesHardie HS11119-P4/4 05116 3e. qr EjSt. Lucie. County Permit Status Lookup Click bere to return to the main Permits page. print P g Please Enter Permit #: 1804-0641 (And Press Enter) OR Enter ParcelId or Tax Id: (And ress Enter) (without special characters) Use this search feature to obtain building permit information You may also contact the Permitting division at (772) 462-1553 or hermits@stlucieco.org PERMIT APPLICATION INFORMA PARCEL DATA Address: 3208 MARAVILLA BLVD , FORT Permit Number. 1804-0641 PIERCE, FL 34982 Permit Type: HARDY PLANK Nwnraam/ SIDING Job Description: HARDY SIDING ON EXTERIOR Number Units: 1 ParteI1D: 242860f02030008 OVER EXISTING 5'B T-1I I W/ VAPIOR subdMSton:24286m BARRIOR Status: Pending Brock: D Zoning: RESIDENTIAL, SINGLE Lot 2s Junsdic6on: CTY FAMILY - 4 Date Applied: 4/23/2018 PERMIT REVIEW INFORMATION Reviewed By Date Started Date Sent Department Date Completed Review Type Review Status chissoet 4/24/2018 4/23/2018 PLANS EXAMINER REVIEW INCOMPLETE Rodriguezdi 4/23/2018 4/23/2018 4/23/2018 FRONT COUNTER REVIEW COMPLETE PERMIT R VIEW COMMENTS INFORMATION Review Compliance Comment Comment Type Date Date PLANS COULD NOT COMPLETE MY REVIEW DUE TO THE PRODUCT APPROVALS THAT WERE SUBMITTED FOR REVIEW EXAMINER 4/24/2018 ARE NOT HIGHLIGHTED SPECIFYING WHICH APPLICATION IS TO BE INSTALLED. PLEASE SEE CHAPTER 1 SECTION REVIEW [A] 107.2.1 OF THE 2017 FLORIDA BUILDING CODE. PLANS PRODUCT APPROVAL SUBMITTED IS OUT OF DATE. PLEASE PROVIDE CURRENT PRODUCT APPROVALS IN EXAMINER 4/24/2018 DUPLICATE AND HIGHLIGHTED PER FLORIDA BUILDING CODE [A] 107.2.1. REVIEW INE PECTION INFORMATION Inspector inspection Type Date Date Inspection Date of Scheduled Permit Inspector Name Updated Scheduled Status Inspection By Number Comments WEATHER 1804 0641 BARRIER FASTNERS (1ST) 1804-0641 FINAL INSPECTION 1804-0641 ''\\,.I TR1t 1TY 1 ERD EVALUATION REPORT Polyglass USA, Inc. 150 Lyon Drive Fernley, NV 98408 (570) 384-1230 EXTERIOR RESEARCH & DESIGN, LLC. Cert ficate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 (203) .262-9245 Report FL5259-R27 Date of Issuaneea02/2+4/2009 Revision 19:09/14/2017 SCOPE: This Evaluation Report is issued under Rule 611320-3 and they 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 F. orida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6u' Edition (2017) Florida Building Code .sections noted herein. DESCRIPTION: Polyglass Roof Underlayments LABELING: Labeling shall be in.accordance with the requirements I CONTINUED COMPLIANCE: This Evaluation Report is valid until sue Quality Assurance documentation changes, or provisions of the C Evaluation Report by the named client constitutes agreement to. referenced Quality Assurance documentation changes. TrinityIi relative to updated Code requirements with each .Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by t advertising- literature. If any portion of the Evaluation Report is d e Accredited Quality Assurance Agency noted. herein. time as the named product(s) ch: anges, the referenced t de hatrelate to the. product:change. Acceptance ofthis atify Robert Niefriinen, P.E, if the produ.ct.changes or the ID requires a complete review of this Evaluation Report words "Trinity) ERD Evaluated" may be displayed in ayed, 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 atthe request.of the Building:Official. This Evaluation Report consists of pages 1 through 14. Prepared by: Robertl.M. Nieminen, P.E. Florida Registration No. 59166, Florida OCA.ANE1983 CERTIFIcA,nON OF INDEPENDENCE: 1. 'TrinityiERD does not have, nor does it intend to acquire or will it distributing products it:evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company n 3. Robert Nieminen, P.E. does not have nor will acquire, a financial int which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have; nor will acquire, a financial ini product. S. This is a building code evaluation. Neither TrinityI,ERD nor Robert project on which this Evaluation Report, or previous versions therec specifically for that purpose. The facsimile seal appearing was authorized by.RobertMeminen, P.E. on 09/14/2017. This does.n6t.serve as an electronically signed document. a financial interest in any company manufacturing or anufacturing or distributing products it -evaluates. restin any company manufacturing or distributing products for in any other entity involved in the approval process .of the iemine.n, P.E. are, in anyway, the Designer. of Record for any is/was used for permitting or design guidance unless retained ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: Roof Underlayments, as produced following sections of the S`h Edition (2014) Florida Building Compliance is subject to the Installation Requirements and:Lh 2. STANDARDS: TRINITY I ERD Polyglass USA, Inc:, have demonstrated compliance with the le through testingm accordance with the following Standards. itions / Conditions of Use set forth herein. Section Property Standard Year 1504.3.1 Wind Uplift FNI 4414 2011 1504.3.1 Wind Uplift UL 1897 2012 1507.2.3 / 1507-1.1 Physical Properties ASTM D226 2..009 150742.4 / 1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012 2012 1507:11.2 Physical Properties ASTM, D6164 2011 1507.11.2 Physical. Properties ASTM D6222 2011 1523.6.5.2.1 Physical.Properties TA5103 1995 TAS 110 Accelerated Weathering TAS 110 2000 3. REFERENCES: Entity Examination Reference Date - FM Approvals (TST 1867) Wind Uplift 3004091 01/12/2600 PRI (TST 5878) Physical Properties PR101111 04/08/20.02 PRI (TST 5878) Physical: Properties PUSA-005-02-01 01/31/2002 PRI (TST 5878) Physical Properties PUSA-013-02-01 12/23/2002 PRI (TST 5878) Physical Properties PUSA•013-02702 12/2312002 PRI (TST 5878) Physical Properties PUSA-613-02-03 12/0/2002 PRI (TST 5878) Physical Properties PUSA-018=02-01 07/14/2003* PRI (TST5878) Physical Properties PUSA-02&02-01 07/13/2005 PRI (TST 5878) Physical. Properties PUSA-033=02-01 Ol/12/200fi PRI (TST 5878) Physical, Properties PUSA7035-02-01 09/29/2006 PRI (TST 5878) Physical Properties PUSA-055=02-02 12/10/2007 PRI (TST 5878) Physical Properties PUSA-061-02=02 01/18/2008 PRI (TSTS878) Physical Properties PUSAi 076=02-01 02/22/200,8 PRI (TST 5878). Physical Properties PUSA-083=0.2-01 04/14/2008 PRI (TST 5878) Physical Properties PUSA-088-02.01 07/29/2009. MTI (TST 2508) Physical Properties JX20HIA 04/6/2008 MTI (TST 2508) Physical Properties RX14E8A 01/29/2009 ERD (TST 6049) Physical Properties 11752.09:99-1 02/08/2000 ERD (TST 6D49) Wind Uplift 11-757.08.02-1 08/13/2001 ERD (TST 6049) Wind Uplift 11.776:06.02 01/16/2003, ERD (TST 6D49) Physical Properties 02200A7.03 07/.14/2003 ERD (TST 6049) Wind Uplift P1740.01.07 01/04/2007 ERD (TST 6049) Physical Properties P5110.04.07-1 04/11/2007 ERD (TST 6049) Wind Uplift P9260.03.08 08/21/2008 ERD (TST 6049) Physical Properties P13450.0&09 08/13/2009 ERD (TST 6049) Wind. Uplift P30540.11.09-R1 11/30/2009 ERD (TST 6049) Physical:Properties P11030.11.09-1 11/30/2009 ERD (TST 6049) Wind Uplift P1I030.11.09-2 11/30/20.09 ERD (TST 6049.) Physical Properties P21030.1109-3 11/30/2009, ERD,(TST6049) Physical. Properties P33360.06.10 06/25/2010 ERD (TST 6049) Physical Properties P33370;03.11 03/02/2011 ERD (TST 6049) Physical Properties. P33370.04.11 04/26/2011 Exterior Research and Design, I.I.C. IEvaluation Report P1206002:09-R23 Certiflrate ojAuthorrsation N9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATJON FL5259-R27 Polyglass Roof Underiaymen ; (570) 384-1230 Revision 23: 09/14/2017 Page 2 of 14 1r � P Enti ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD.(TST 6049) ERD (TST 60491 ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6D49) ERD (TST 6049) ICC-ES' (EVL 2396) Miami -Dade (CER 1592) Polyglass USA Polygiass.11SA Polyglass USA UL, LLC. (QUA9625) 4. PRODUCT DESCRIPTION: Examination Physical Properties Physical Properties Physical Properties Wind Uplift Physical Properties Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical,Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical :Properties Physical Properties Wind Uplift Physical Properties Wind Uplift Physical Properties Physical Properties Physical. Properties IBCComp)lance HVHZ.Compliance Manufacturing Affidavit P/L Affidavit Materials Affidavit Quality Control Reference P40390.08.12-1 P40390.08.12-2 C41420.09.12-3 P39680.03.13 P45370.04-13 P1738.02.07-112 11757.64.01-1-R1 P41630.08.13 P11751.05:03-R3 P11781..11.03-R1 P45270:05.14 6020.07.141 6020.09.14-2 6020.09.14-3 6020.09.14-4 6020.09.14-5 6020.09.14-6 P46520.10.14 P44360.10.14 P43290.10.14 PLYG-SC7550:03.15 P40390.04.15 PLYG-SC8080.05.154 PLYG-5C8905:0516-1 PLYG=SC808007.16 PLYG=SC12025.10.16 PLYG-SC13040.12.16 PLYG-SC11900.03.17 PLY136SC12115:08.17 ES114697 NOA 14-0117.08 Products Current Mule=Hide Cross Ltg Polystick SA Compound Service Confirmation 4.1.1 Elastobase is a fiberglass reinforced,,S.B,S modified bitumen base sheet. 4.1.2 Elastobase P is a polyester -reinforced, SBS modified bitumen base sheet. 4.1.3 Polyglass G2 Base is a fiberglass. -reinforced, asphaltic base.sheet. 4.1.4 Polyglass APP Base is a fiberglass -reinforced, APP modifie, d bitumen base sheet. 4.2.1 Polystick MTS is a nominal 60=m)l thick rubberized: as with polyolefinic film surface; meets TAS 103. 4.2.2 Polystick IR-Xe is a nominal 60-mil thick rubberized a aggregate surface; meets ASTM D1970. 4.2.3 Polystick TU. Piusis:;a nominal 80-mil thick rubberized polyester fabric surface; meets ASTM D1970 and TAS : S ERD �\J TRINITY ► Date 08/06/20i2 08/07/2012 09/11/2012 03/04/2013 04/26/2013 04/29/2013 04/30/2013 08/06%2013 11/26/2013 11/26/2013 .05/12/2014 09/08/2014 09/08/2014 09/08/2014 09/08/2014 09/08/2014 09/08/2014 10/03/2014 10/07/2014 10/17/2014 03/24/2015 04/03/2015 05/26/2015 05/17/2016 07/16%2016 10/12/2016 12/27/2016 03/10/2017 09/08/2017' 11/01/1014 01/22/2015 02/18/2009 03/01/2008 08/18/2011 Exp.10/05/2018 waterproofing membrane,.glass fiber reinforced, surfaced waterproofing membrane, glass fiber reinforced, with an waterproofing membrane, glass fiber reinforced, with a Exterior Research and Design, I.I.C. Evaluation Report 1)12060.02.09-R23 Certificate ofAuthorization 99503 6n' EDITION (2017) FBC NON-1 VI-Z EVALUATION FLS259-R27 Polyglass Roof Undedayments, (570) 384-1230 Revision 23: 09/14/2017 Page 3 of 14 4.2.4 4.2.5 4.2.6 4.2.7 4.2.8 Polystick TU P is a nominal 130-mil thick r reinforced, with a granular surface; meets ASTM Polystick TU Max is a nominal 60-mil thick rtibl fabric surface; meets ASTM D1970 and TAS 103. TRINITYIERD ied asphalt waterproofing membrane, glass-fiber/polyester and TAS 101 asphalt waterproofing membrane with a •190 g/m2 polyester Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR) are polyester reinforced, APP modified bitumen cap sheets; meet FRSA/TRI April 2012. Polystick Dual ProTM is a nominal 60-mil thick c reinforced, with a polyester fabric -surface; meets Polystick Tile ProTM is a nominal 60-mil thick d reinforced, with a polyester fabric surface; meets., 4.2.9 Polystick MU-X is a nominal 54-mil thick du reinforced, with a polypropylene film surface; me 5.8): 4.3.1 Elastoflex G TU is a polyester reinforced, modified modified bitumen back -side and granule -surfaced AP alternate to "Mineral Surface Roll Roofing" (ASTM D 2012 (04-12) beneath mechanically fastened tile roo System" from FRSA/TRI April 2012 (04-12) beneath mE 4.3.2 Elastoflex S6 G and.Elastoflex S6 G Ware polyester rt Elastoflex S6 G and Elastoflex S6 G FR are for use a: Class M) in the "Single Ply System" from FRSA/TRI Apr Elastoflex S6 G is for use as an alternate to Hot Asph April 2012 (04-12) beneath mechanically fastened or alternate to Hot Asphalt applied "Cap Sheet" in the mechanically fastened tile, roof systems. yer rubberized asphalt waterproofing membrane, fiberglass D1970. jer rubberized asphalt waterproofing membrane, fiberglass D1970 and TAS 108. r rubberized asphalt waterproofing membrane, fiberglass U88 and. physical .requirements of ASTM D1970 (See Section itumen the underlayment composed of a sand -surfaced SBS modified bitumen top -side. Elastoflex 3 TU. is for use as an 380, Class M) in the "Single Ply System" from FRSA/TRI April systems or Hot Asphalt applied "Cap Sheet" in the 'Two Ply ;hanically fastened or adhered tile roof.systems. nforced, SBS modified bitumen cap sheets; meet ASTM .D6164. an alternate to "Mineral Surface Roll Roofing' (ASTM D6380,. :2012.(04-121 beneath mechanically fastened tile roof systems. It applied "Cap Sheet" in the 'Two Ply System" from FRSA/TRI idhered tile roof systems. Elastoflex, S6 G FR is for use as an 'Two Ply System" from FRSA/TRI April 2012 (04-12) beneath 4.3.3 Polyflex G and Polyflex G FR. are polyester reinforced, APP modified bitumen .cap sheets; meet ASTM D6222. Polyflex G is for use as an alternate to Heat Applied `jCap Sheet" in the "Two Ply System" from FRSA/TRI.April 2012 (04-12.) beneath mechanically fastened or adhered tile) roof systems. Polyflex G. FR is for use as an alternate to Heat Applied "Cap Sheet" in the 'Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems. S. LIMITATIONS: 5.1 This is a building. code evaluation.. Neither Trinity)ERD nor Robert Nieminen, P.E. are, in any way, the.Designer of I Record for any project on which this Evaluation Report, or previous :versions thereof, is/was used for permitting or desigmguidance unless retained specifically for that purpose. 5.2 This Evaluation :Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Polyglass Roof Underlayments may be used with any p epared roofcover where the product is specifically referenced within FBC approval documents: If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof.covering. Exterior Research and Design, U.C. Certificate ofAutharization N9503 e" EDITION (2017) FBc NON-HVHZ EVALUATION Polyglass Roof Underlayments; (570) 384-1230 Evaluation Report P32060.02.09-1123 FI5759-RZ7 Revision 23-.09/14/2017 Page 4 of 14 I 5.5 Allowable Roof Covers: a Co 0 ~ Underiayment Asphalt Shingles Nail DnTile Foam -On Tile Metal Wood Shakes Slate &Shingles Elastobase Yes Yes I Yes Yes Yes Yes (Base Sheet In 2-ply system) (BaseSheet In 2-ply system) Elastobase P Yes yes I Yes Yes Yes Yes (Base Sheet In 2-ply system) .(Base sheet In 2-ply system) Polyglass G2 Base No Yes I Yes. No No No (Base Sheet In 2-ply system) (Base shoot in 2-ply system) Polyglass APP Base No Yes '(Base I Yes No No No She 2-plysystam) (Base Sheet in 2-ply.system) Polystick MTS Yes Yes No Yes Yes Yes Polystick IR-Xe Yes No No: No Yes Yes Polystick TU. P Yes Yes Yes (See 5.5.1) No , Yes Yes Bolystiek_TU Rlus Yes Yes I Yes- (See 5.5.1) Yes ; Yes Yes Polystick TU Max No Yes Yes . (See 5.5.1) Yes No No Polystick Dual Pro Yes No No Yes Yes Yes Polystick Tile Pro Yes Yes Yes (See &5:1) Yes Yes Yes Polystick MU X Yes No. No Yes Yes Yes Elastoflex 56 G Yes Yes Yes (See 55:1) No Yes Yes Elastoflex S6 G FR Yes Yes No No Yes Yes Elastoflex G TU Yes Yes Yes (See 5.5.1) No, Yes Yes Polyflex G Yes Yes Yes (See 5.5.1) No Yes Yes Polyflex G FR Yes Yes No No Yes Yes Polyflex SAP or SAP FR Yes Yes IYes (See 5.5.1) No Yes Yes Mule -Hide SA-APP Cap Sheet Yes Yes IYes (See 5.5.1) No Yes Yes orSA-APP Cap Sbee t (FR)_ 5.5.1 "Foam -On Tile" isllmited'to use of the foil ow.ing:Approveld tile adhesives / underlayment cornbihations. TABLE 7 � � 1AtAuo� ABL�7u?DNFs UNoEg ''' _ ., r . ...-.. _ IVE�ts rY(VIEt�TiC011�BIN/{T10N Florida Product Adhesive Underlayments I Approval DAP Foam Touch 'n Seal StormBond Roof FL14506 PolystickiTU Plus, Polystick TU Max Tile Adhesive Dow TileBond'" FL22525 PolystickITU P, Polystick TU Plus, Polyflex SAP or Tile Pro PolysticklTU P, Polystick TU Plus,. Polystick TU Max, Polystick Tile Pro, ICP Adhesives Polyset° AH-160 FL6332 Elastoflex G TU, Elastoflex,56 G, Polyflex G, Polyflex.SAP, Polyflex SA Cap FR, Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR) Polystick' U P,.PolystickT.0 Plus,polystick TU Max; Polystick Tile Pro, ICP Adhesives Polyset® RTA-1 FL6276 Elastoflex GTU, Elastoflex 56 G, Polyflex G; Polyflex SAP; Polyflex SA Cap FR, Mule=Hide SA-APP Cap -Sheet or Mule -Hide: SA-APP Cap Sheet (FR) Polyglass PolyLok Roof Tile. Adhesive FL17855 Polystick TU Plus or Polystick TU Max Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. Exterior Research and Design, U.C. Evaluation RepaMP12060.02.09-R23 [ertykate ofAuthorkotion #9503 e" EDITION (2017) FBC NON-HVHZiEVALUATION FL52S9-R27 Polyglass Roof Underlayments; (s?0) 384-1230 Revision 23, 09/14/2017 Page 5 of 14 £� p 5.6 Allowable Substrates: 5.6.1 Direct -Bond to Deck: Posysttch 11:variations Dual Pro, Tile Pro, Polyflex SA (FR) self -adhered to: ➢ .New untreated plywood; ASTM D4:1 primed new ui plywood; New or existing, unprimed OSB; ASTM Southern Yellow Pine,• ASTM D41 primed structL (designed and installed to meet wind loads for.proji Note: Polyglass does not require priming of new or eJ OSB sheathing should be cleaned of oil dirt and debris J FY TRINITY i ERD or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet ated plywood; Existing plywood; ASTM D41 primed existing 1 primed OSB; Southern Yellow Pine; ASTM D41 primed concrete; Huber Engineered Woods "ZIP System" Panels g plywood or OSB sheathing. New or existing plywood or to application of Polystick membranes. Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to: ➢ ASTM D41 primed structural concrete. Polyflex G or Polyflex G FR torch -applied to: ➢ ASTM D41 primed structural concrete. 5.6.2 Bond -to -Insulation: Polystick (all variations), Polyflex SAP:or SAP FR, Mule-Hiide.SA-APP Cap Sheet or SA-APP Cap Sheet (FR) self -adhered to: ➢ ASTM C1289,. Type II, Class 1 polyisocyanurate or. �'jype V polyisocyanurate.-composite insulation; Dens Deck DuraGuard; Dens Deck Prime; or SECUROCK Gypsum-Fliber Roof Board. Elastoflex.G TU, Elastoflex S6 G'or Elastoflex S6 G FR in hot asphalt to: ➢ Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board. Polyflex G or Polyflex G FR torch -applied to: ➢ ASTM D41 primed. structural concrete; Dens Deck Prime or SECUROCK Gypsum=Fiber Roof Board, For installation under mechanically attached prepared 'roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacture' Ns Product Approval. For installations under foam=on tile' systems; insulation attachment shall .be designed by a qualified design. professional and. installed based on testing of the insulation/underlayment system in accordance with FBC Section 15043.1: 5.6.3 Bond to.MechanicallvAttached Base Laver: Polystick. (all variations),. Polyflex SAP or SAP FR, Mule -Hide. SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Dual Pro or Tile Pro self -adhered to: ➢ ASTM D226, Type I or Il felt; Elastobase; Elastobase P or Mule -Hide Nail Base. Elastoflex G TU, Elastoflex S6 G .or Elastoflex S6 G FR in hot asphalt to: ➢ ASTM A226, Type I or Il felt; Elastobase; Elastobase P; Mule -Hide Nail Base or Polyglass G2 Base. Polyflex G or Polyflex G .FR torch -applied to: ➢ Elastobase; Elastobase P, Mule -Hide Nail Base, Polyglas, For installations under mechanically attached prepared i codified requirements. For installations under foam -on requirements ofFRSA/TRl April 2012 (04-12), Appendix A., accordance with FBC Section 1504.3.1. Base or Polyglass APP Base, f coverings, base layer shall be attached .per minimum e systems, base layer shall be attached per minimum b.le 1, or as listed 'in .:Section SA.4, herein, or as tested in Exterior Research and Design, LLC. I E%Wuation Report P12060.02.09-R23 Certificate ofAuthaAzation #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION 1.5259-1127 Polyglass Roof Underlayments; (570 384-1230 Revision 23: 09/14/2017 Page 6 of 14 5.6.4 address wind uplift resistance of all underlayment syste forms part of the load -path. The following wind upli addressed in FRSA/TRI April 2012 (04-12) and are used in result of testing for wind load resistance based on allow 04 divided by.2 (the 2 to 1 margin of safety per FBC 15.9� 12), Appendix A, Table 1A or FBC 1609 for determinationl in j TRINITY ERa n Tile Applications: FRSA/TRI April 2012 (04-12) -does not ms beneath .foam -on tile systems, where the underlayment ft limitations apply to underlayment systems that are not foam-on .tile applications. Maximum Design Pressure is the able wind loads, and reflects the ultimate passing pressure has already been applied). Refer to FRSA/TRI April 2012 (04- of design wind loads. #1 Maximum Design Pressure = -90 psf: Deck: Min.15/32-inch plywood to meet project requi iei Primer: None Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Ma Mule -Hide SA-APP Cap Sheet (FR), self -adhered.) #2 Maximum Design Pressure = -97.5 psf: Deck: Min. 15/33-inch plywood to meet project requirl I Primer: PG100 or ASTM D41 Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Ma Mule -Hide SA-APP Cap Sheet (FR), self -adhered); V" ring shank nails through 32 ga., 1-5/8" diam 113 Maximum Design. Pressure = -105 psf.- Deck: Min.15/324nch plywood to meet project requires Primer: WB-3000 Underlayment: Polystick TU P, Polystick TU Plus; Polystick TU. M Mule -Hide SA-APP Cap Sheet (FR), self adhered ii 1' , ring shank nails through 32 ga.;1-5/8" diame #4 Maximum Design Pressure=-135-psf Deck: Min. 15/32-inch plywood to meet projectrequirei Primer: (Optional) PG100 or ASTM D41 Joints: Min. 4-inch wide strips of Elastoflex SA-V over all:, Underlayment: Polystick TU P; Polystick TU Plus, Polystick TU Ma Mule -Hide SA-APP Cap Sheet (FR),-self-adhered. #5 Maximum,Design Pressure = -315 psf: to satisfaction of Authority Having Jurisdiction. Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APR, Cap Sheet and :nts to satisfaction of Authority Having Jurisdiction. Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP .Cap Sheet and d back -nailed within the selvedge -edge side laps using 12 ga. x r tin capsspaced 12-inch o.c. -nts to satisfaction of Authority Having Jurisdiction. Polyflex SAP, Polyflex SAP FR, Mule -Hide .SA-APP Cap Sheet and d back -nailed. within the selvedge .edge side laps using 12 ga. x r tin caps spaced 12-inch o.c. to satisfaction of Authority Having Jurisdiction. twood joints. Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: P6100 or ASTM D41 Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Tile Pro, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA•APP Cap Sheet (FR), self-atlhered. #6 Maximum Design Pressure = -622.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Underlayment: Elastoflex GTU or Elastoflex S6 G, applied in full m Ipping of hot asphalt or Polyflex G, torch -applied. #7 Maximum Design Pressure = -30.O psf*: Deck: Min. 15/32-inch OSB to meet project requirements to'satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: 11 ga. x 1:25=inch long x 14nch head diameter round metal cap nails Spacing: 6-inch o.c. at the 3-inch wide side laps and 6-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. #8 Maximum Design Pressure = -37.5 psf*: Deck: Min.15/32-inch plywood to meet project requirem Base Sheet: Elastobase or Mule -Hide Nail Base'(poly-film top su Fasteners: 11 ga. x 1.25-inch long x 1-Inch head diameter roun Spacing: 6--inch o.c. at the 3-inch wide side laps and 6-inch o Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Exterior Research and Design, U.C. CertiJlcateoJAuthortrotion #9503 6" EDrnON (2017) FBC NON-HVH2 EV Polyglass Roof Underlayments, (570) to satisfaction of Authority Having Jurisdiction. netal cap nails at two (2) equally spaced staggered center rows. )lyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Evaluation Report P12060:02.09-R23 FIS259-R27 Revision 23: 09/14/2017 Page 7 of 14 4 t \,ITRINITYIERD #9 Maximum Design Pressure = -37.5 asf*.: I Deck: Min..19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: One (1) or two (2) layers ASTM D226, Type II felt Fasteners: 11 ga. x 1.25-inch long,x 1-inch head diameteriiround metal cap nails Spacing: 6-Inch o,c. at the 3-Inch wide side laps and 12-Inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt 410 Maximum Design. Pressure = 45 Dsf*: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: One (1) layer ASTM D226, Type it felt Fasteners: 11 ga. x 1.25-inch x 3/&inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 4-inch o.c. at the 2-inch wide side laps and 4-inch o.c. at two (2).equally spaced staggered center rows: Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered or Elastoflex G TU, applied in full mopping of hot asphalt. #11 Maximum:Design Pressure =.-45 Dsf*: Deck: Min.19/324rich plywood to meet project requirements to satisfaction of'Authority Having Jurisdiction. Base Sheet: Two (2) layers ASTM D226, Type II felt Fasteners: 11 ga. x 1.2S-inch long x 3/8-Inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 9-inch o.c. at the 2-inch wide side laps and.9-inch o.c. at (2) equally spaced staggered center rows. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-AP.P Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered or Elastoflex G TU or Elastoflex S6 G„applied in full mopping of hot asphalt. #12 Maximum Design Pressure = -45 asf: I Deck: Min.15/32-inch plywood to meet project requirements -to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt oitorch=applied cap orpoly film surface:for torch -applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-Inch-o.c. at the 2-inch wide side laps and 184nch o:c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full i opping of hot asphalt or Polyflex G, torch -applied. #13 Maximum Design Pressure =;52.5 Dsf: Deck: Min. 15/32-inch plywoodto meet project. requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or korch-applied cap or poly-flm.surface fortorch-applied cap) Fasteners: Simplex MAXX rip Fasteners Spacing: 9-inch.o.c. at.the 2-inch wide side laps and 12-inch o.c. attwo (2) equally:spaced,staggered center rows. Underlayment: Elastoflex'G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Pdlyflex G,.torch-applied. #14 Maximum Design Pressure =-52.5 Dsf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having -Jurisdiction. Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: Simplex Original Cap Nails Spacing: &inch o.c..at the 3-inch-wide side laps and 6-inch J.c. at four (4) equally spaced staggered center rows. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max l Polyflex SAP, Polyflex SAP' FR, Mule=k1cle.SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self- .adhered. #15 Maximum Design Pressure=-52.S osf: Deck: Min.15/32-Inch plywood to meet project requirements to satisfaction of Authority Having -Jurisdiction. Base Sheet: Elastobase (sanded -top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex Original Cap Nails i Spacing: 6-inch o.c, at the 3-inch wide side laps and.6-inch o.c. at four (4) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G; torch -applied. #16 Maximum Design Pressure = -60 Dsf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority. Having Jurisdiction. Base Sheet: Elastobase -(sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: 11 ga. x 1.25-Inch long x 3/8-inch head diameter. annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 8-inch o.c. at the 4-inch wide side laps and 8-inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. Exterior Research and Design, LLC. Certificate oJAafhori:ation #9503 6' EDM ON (2017) FBC NON-H VH2 EV Polyglass Roof Underlayments; (570) Evaluation RepoR_P32MU2.09-R23 FL5259,927 Revision 23: 09/14/2017 Page 8 of 14 #17 Maximum Design Pressure = -60 psf: Deck: Min. 19/32-inch plywood to meet project req II Base Sheet: Elastobase (sanded top. surface for hot=asphalt Fasteners: OMG #12 Standard Roofgrip with :OMG Flat Bo' Spacing: 12-inch o.c. at the 4-inch wide side laps and 12 Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in fu #18 Maximum Desien Pressure = -67.5 DO. I ERD rements to satisfaction of Authority Having Jurisdiction. or torch -applied cap or poly -film surface for torch -applied cap) ttom.Metal Plates -inch o.c. at two (2) equally -spaced staggered center rows. II mopping of hot asphalt or Polyflex G, torch -applied. Deck: Min. 15/327inch plywood to meet project requirements to satisfaction of Authority.Having Jurisdiction. Base Sheet: Polyglass 62 Base or Polyglass APP Base (requires use of torch -applied underlayment) Fasteners: 12 ga. x 1.25-inch long x 3/8-inch head diameter annular. ring shank rocjfing nails at 1-5/8-inch diameter tin caps Spacing: 8-inch o.c. at tfie 4-inch wide side laps and:8-inch o,c. at four (4) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot:asphalt or torch -applied or Polyflex G, torch - applied. #19 Maximum Design Pressure = -75 psf: Deck: Min. 15/32-inch plywood to meet project requi Base Sheet: Polyglass G2 Base or Polyglass APP Base frequit Fasteners: Dekfast #14 with Dekfast Hex. plates, CMG #1 OMG Flat Bottom Plates (AccuTrac), Trufast Fasteners Spacing: 104nch o.c. at theAminch wide.side.laps and 10 Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in applied. ments to satisfaction of 'Authority Having Jurisdiction. ; use of torch -applied underlayment) HD'% ith OMG 3" Gaivalume Steel Plates; OMG Roofgrip #14 with iD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap. o., c. at three (3) equally spaced staggered center rows. mopping of hot asphalt or torch -applied or Polyflex G, torch- #20 Maximum Design, Pressure=-90psf: Deck: Min. 15/32-inch plywood to meet project requirementsto satisfaction of Authority HavingJunsdiction. Base Sheet: Elastobase (sanded -top surface for hot -asphalt or torch-applied cap or poly -film surface for torch applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o,c. at the 2-inch wide side.laps and 6-inch o.c. at two (2) equally'spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full opping of hot asphalt or Polyflex G, torch-applled. #21 Maximum Design pressure- -90 psf: Deck: Min. 15/32-Inch plywood to meet project require ents to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt orItorch-applied cap or poly -film surface fortorch-applied cap) Fasteners: OMG #12 Standard Roofgrip'or OMG #14 Heavy Duty with-OMG 3" Round Metal Plates or OMG Flat Bottom_MetaI Plates Spacing: fi-inch o.c. at the 4-inch wide side laps.and:6-inch Lc: at three (3) equally spaced staggered center.rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full ml pping of hot asphalt or Polyflex G, torch.applied. #22 Maximum Design. Pressure = -90 psf Deck: Min.15/32-inch plywood to meet project require i ents to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface) Fasteners: Trufast #12 DP or Trufast #14 HD with Trufast 3" Metal Insulation Plates Spacing; 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt. #23 Maximum Design Pressure = -90 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: PolyglassG2 Base or Polyglass APP Base (requires use of torchTapplied underlayment) Fasteners: Dekfast #.14 with Dekfast Hex plates, OMG 414 HD with CMG T` Galvalume Steel Plates, OMG Roofgrip.#14 with OMG Flat Bottom Plates (AccuTrac), Trufast HDlwith Trufast 3-inch Insulation Plates ,or Simplex MAXX Cap Fasteners Spacing: 9-Inch o.c. at the 4-inch, wide side laps and 9-inch o.c. at four (4) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full 'mopping of hot asphalt or torch -applied or Polyflex G, torch= applied. Exterior Research and Design, LLC. Certificate ofAuthorirotion #9303 6" EDITION (2017) FBC NON4HVH2 E%J Polyglass Roof Underlayments;-1570) Evaluation Report P12060.02:09-R23 FL5259-R27 Revision 23: 09/14/2617 Page 9 of 14 I � / i\ \ iz� NITY 1 ERD #24 Maximum Design Pressure =-97.5 psf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: 11 ga. x 1.25-inch x 3/8-Inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 4-inch o.c. at.the 4-inch wide side. laps and 4-inch o.c. at four (4) equally spaced staggered center rows. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. #25 Maximum Design Pressure =-105 psf: Deck: Min.15/32-inch plywood to. meet project require Base Sheet: Elastobase (sanded top surface for hot -asphalt or Fasteners: Simplex MAXX.Cap Fasteners Spacing: 6-inch o.c. at the 2-inch wide side laps and 6-inch Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full In #26 Maximunn Design Pressure = -120 psf: Deck: Min.15/32-inch plywood to meet project require Base Sheet: Elastobase (sanded top surface for hot -asphalt o� Fasteners: OMG #12 Standard Roofgrip or OMG #14 Heavy�1 Plates Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full #27 Maximum Design Pressure =-120 psf: Deck: Min.15/32-inch plywood to meet project require Base Sheet: Elastobase (sanded top surface) Fasteners: Trufast #12 DP or Trufast#14 HD with Trufast 3" 1 Spacing:, 64nch o.c. at the 4-inch wide side laps and 6-inch Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in•full n 5.6.4.1 All other direct -deck, adhered Polyglass underlayment Design Pressure of -45 psf. to satisfaction of Authority Having Jurisdiction. applied cap or poly -film surface for torch -applied cap) o.c. at three (3) equally spaced staggered center rows. lopping of hot asphalt or Polyflex G, torch -applied. ,nentsto satisfaction of Authority Having Jurisdiction. torch -applied cap or poly -film surface fortorch-applied cap) )uty with OMG 3" Round Metal Plates or OMG Flat Bottom Metal o.c. at five (5) equally spaced staggered center rows. lopping of hot asphalt or Polyflex G, torch -applied. to satisfaction of Authority Having Jurisdiction. d Insulation Plates atfive.(5) equally spaced staggered center rows. ling of hot asphalt. beneath foam -on tile systems carry a Maximum 5.6.4.2 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012 (0442), Appendix A, Table 1A. Alternatively, the maximurn design pressure for the selected .assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this) case, 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 WD1, FM Loss Prevention Data Sheet 1-29 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 1729 .(January 2016) for Zone 2/3 enhancements. 5.7 Exposure Limitations: Elastobase, Elastobase P, Polyglass G2 Base or Polyglass AF after installation. Polystick IR-Xe or Polystick MU-X shall not be left exposed fc Polystick MTS, TU P, TU Plus,, TU Max, Dual Pro, Tile Pro or 180-days after installation. Base. shall not be left exposed for longer than 30=days longer than 90-days after installation. lastoflex G TU shall not be. left exposed for longer.than Polyflex. SAP or SAP FR, or Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) does not have an exposure limitation, unless the prepared roof covering is to be adhesive -set tile, in which case the maximum exposure is 30 days. Elastoflex S6 G or Elastoflex S6 G FR or Polyflex G or Polyflex G FR does not have an exposure limitation, unless the prepared roof covering is to be adhesive -set tile (Elastoflex I'S6 G or Polyflex G only), in which case the maximum exposure is 180 days. 5.8 Polystick MU-X has been found through comparative testing roofing felt in a dry condition, tested at standard laboratory c Exterior Research and Design, LLC: Certificate of Authorization 49503 6r" EDITION (2017) FBC NON-HV Polyglass Roof Underlayments; have a lesser 'coefficient 'of friction than ASTM D226 iitions. Agreement between purchaser and,seller, as Evaluation Report P12060:0209-R23 FL5299-R27 Revision 23: 09/14/2017 Page 10 of 14 V 7 3 5.9 \/ TR1N1r( j ERD Tile Slippage Limitations (TAS 103 per FRSA RI.April 2012 When loading roof tiles on the underlayment in direct deck -tile assemblies, the maximum roof -slope shall be as follows. These slope limitations -can only be exceeded by using.battens during loading of the roof tiles. ,. ,r t - T►BLE 2TILErSL1PPAGE LIMITbTI0N5 FORsDIiiECioECKILE INSTALLATIONS' y ; P Underlayment Tile Profile Staging Method Maximum Slope. Elastoflex G TU Flat 10-tile stack 7:12 Lugged 84ile stack (6 over 2). 6:12 Elastoflex S6 G or S6 G FR Flat or Lugged 6-tile stack (4 over 2) 4:12 Polystick MTS Flator Lugged Prohibited without battens N/A Polystick Tile Pro Flat or Lugged 6=tile stack (4 over 2) 7:12 Polystick TU Max Flat �.6-ble'stack.(4.over 2) or Mtile stack 7:.12 Lugged 61Ail e stack. (4 over. 2) 7:12 Lugged 10-tile stack 6:12 Polystick TU P Flat 6-tilestack (4 over-2) 6:12 Lugged 6-tile stack (4 over.2) 4A2 Polystick TU Plus Flat or Lugged 6-tile stack (4 over 2) 7:12 Flat or Lugged 10-tile stack 6:12 Polyflex'G or G FR Flat or Lugged 6-tile stack (4 "over.2) 4:12 Polyflex-SA P or SA P FR Flat or Lugged 6-tile stack (4 over;2) 4:12 6. INSTALLATION: 6.1 6.2 634` 6.3.2 Polyglass. Roof Underlayments shall be .installed in a subject to. the Limitations set forth. in Section 5 herein i Re -fasten any loose decking panels, and check for pro, any dust. and debris prior to application, and prime the Non -Tile Applications: Shall be installed in compliance with the codified require) 1507.1.1 for the type of prepared roof covering to be instal Elastobase, bastobase P or Mule -Hide Nail Base may be c P FR, Mule-Hide-SA-APP Cap Sheet or SA-APP Cap Shei Elastoflex S6 G FR in hot asphalt or Polyflex G or Polyflex those associated with the top -layer underlayment,.as set fc Tile Applications: Elastobase, Elastobase P or Mule -Hide Nail Base are IimitE Ply System" from FRSA/TRI April 2012 (04-12). Reference FRSA/TRI April 2012 (04-12) Installation Manual. nce with Polyglass published installation requirements specifics noted below. .nail .heads. :Sweep the substrate thoroughly to remove ate -(if applicable). for ASTM D226, Type II underlayment in FBC Table ,fired with a layer of Polystick, Polyflex SAP, Polyflex SA (FR), self -adhered; Elastoflex G TU,. Elastoflex S6 G or FR, torch applied. Roof cover limitations are those are i in Table 1. to use as a mechanically attached base -sheet in the "Two made to Table 1 and Section S.6.4 herein, coupled with Exterior Research and Design, I.I.C. I Evaluation Report 1212060:02.09-R23 Certificate ofAuthorization #9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION FLS259-R27 Polyglass Roof Underlayments, (570) i 84 1230 Revision 23; 09/14/2017 Page 11 of 14 I TRINITY! ERD Shall be.installed in compliance with the codified regi for the type of prepared roof covering to be installed. 6.4.2 All self -adhering materials, with the exception of Polystick TU Plus, Polyflex.SAP or SAP FIR and Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) should be back-nalled in selvage edge seam in accordance with Polyglass / Mule - Hide Back Nailing Guide. Nails shall be corrosion resistant, 11 gauge ring -shank type with a.minimum 1-inch diameter metal disk or Simplex -type metal cap nail, at a minimum rate of 12" o.c. Polystick TU Plus should .be back -nailed using the above noted fasteners and spacing, in area marked "nail area, area para clavar" on the face of membrane. The head lap membrane is to cover the area being back -nailed. All seal -lap seams (selvage laps) must be firmly rolled with a minimum 28 lb. hand roller to ensure full contact and adhesion. For Dual Pro and Tile Pro, align the .edge of the top sheet to the end of the glue. pattern Ilk (the sheet will overlap the fabric). View of Ovel All over -fabric and over -granule end -laps shall have a 6-in Wet/Dry Cement or Polyglass PG500 Modified Cement apl Polystiek.TU Plus, Dual Pro .and Tile -Pro may not be used it or exposed roof to wall details Repair of Polystick membranes is to be. accomplished by ap Polyglass PG500 Modified Cement to the area in need c Polystick material of like kind, set and hand rolled in ph installed in a water shedding manner. All Polystick membranes shall be installed to ensure full minimum of 40-lb weighted -roller or, on steep slopes, use for the field membrane. Hand rollers are acceptable for rol roof that. are not accessible to a large roller or broom. 6.4.3 of Dual Pro and Tile Pro h wide, uniform layer of Polyplus 50 Premium Modified ied in between the application of the lap.. any exposed application °such as crickets, exposed valleys; ying Polyplus SO Premium Modified-Wet/Dry-Cement or repair, followed by a minimum .6 x 1.6 inch patch of the e over the repair- area. Patch laps, if :needed, shall be intact with approved substrates.: Polyglass requires a a stiff broom with approximately 40-lbs of load applied ,.of patches, laps (min. 28 lb roller) or small areas of the Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above *as a guideline. 1, For mechanically fastened tile roofing over 2-ply system, consisting. of Base Sheet and self -adhering top sheet(s), Base Sheet fastening shall be not less than FRSA/TAI April 2012 (0412), Table 1. For adhesive-set.tile applications, refer to Section.5.6.4,herein., For nail -on the systems over Polystick MTS, battens are required for loading / staging of the.tile. 6.4.4 Two (2) Ply Underlayment Systems: Polystick MTS followed by.Polystick MTS, TU P, TU Plus, TU Max; Tile Pro, MU-X or Polyflex SAP is allowable for use under mechanically attached prepared roof systems. Limits of, use are those associated with the top -layer material. This is not a requirement, but is allowable if a 2-plyunderlaymentsystem is desired. Exterior Research and Design, I.I.C. I Evaluation Report P12060.02.09-R23 t:ertiftate of Autharuation #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259•R27 Polyglass Roof Underlayments, (570) 3 i 1230 Revision 23: 09/14/2017 Page 12 of 14 6.5.1 Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR sha installation requirements. For use in tile applications: I ✓ Elastoflex G TU is for use as an alternate to "Mine ial Ply System" from FRSA/TRI April 2012 (04-12) beneat applied "Cap Sheet" in the `Two Ply System" from FR! adhered tile roof systems. I ✓ Elastoflex S6 G is for use as an alternate to "Mineral S System" :from FRSA/TRI .April 2012 (04-12) beneath applied "Cap Sheet" in the 'Two Ply System" from F adhered tile roof systems. i ✓ Elastoflex S6 G FR is for use as an alternate to "Miner Ply System" from FRSA/TRI April 2012 (04-12) beneat applied "Cap Sheet" in the `rwo Ply System" from FRS roof systems. l^y � ,J T RINITY 1 ERD II be installed in compliance with current Polyglass published Surface Roll Roofing" (ASTM D6380, Class M). in the "Single n mechanically fastened tile, roof systems or the Hot Asphalt iA/TRI April 2012-(04-12) beneath mechanically fastened or RS urface:Roll Roofing (ASTM D6380, Class M) in the "Single Ply mechanically fastened the roof systems or the Hot Asphalt A/TRI Apri1:2012 (04-12) beneath mechanically fastened or Surface Roll Roofing" (ASTM D6380, Class M) in the "Single mechanically fastened tile -roof systems or the Hot Asphalt /TRI April 2012 (0442) beneath mechanically fastened tile. 6.5.2 For hot -asphalt -applications, Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 GTR shall be fully asphalt -applied to the substrates noted in Section 5.6. Side laps. shall be .minimum 3-inch and end -laps minimum 6-inch wide, off -set minimum 3*feet from course to course. Side and end.laps�shall be fully adhered in a complete �rnoppingof hot asphalt With asphalt extending approxiinately.3/8-inch beyond.the lap -edge. 6.6.1 Polyflex G or Polyflex G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications:' ✓ Polyflex G is for use as. an alternate to the Heat Applied "Cap Sheet" in the `Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adheredltile roof systems (Base Sheet Limited per 5.6:3). ✓ Polyflex G FR is for use as an alternate to the Heat Applied "Cap Sheet" in the `Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened the roof systems (Base Sheet Limited per S.6:3). 6.6.2 Polyflex G or Polyflex G FR shall be fully torch -applied to the substratesnoted in Section 56. Side laps shall be minimum 3-inch and end -laps minimum 6-inch wide,. off -set minimum 3 feet`from course to course. Side and end laps shall be fully heat -welded and inspected to.ensure:minimum 3/8-inch flow of modified compound beyond the lap edge. 6_7 Tile Staging: 6.7.1 Tile shall be loaded and staged in a manner that prevents the slippage and/or damage to the.underlayriment. Refer to Table 2 herein, and Polyglass published requirements for the staging. 6.7.2 Battens and/or Counter -;battens, as required by the the manufacturer and FRSA/TRI April 2012 (04-12) must be used on .all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or sail- boards, to prevent tile sliding and/or damage to the underlayment during the loading process.. 6.7.3 Polyglass specifies the minimum cure time after installation of self -adhering membranes and before loading of roofing tiles is forty-eight (48) hours. I I Exterior Research and Design, LLC. Certificate ofAuthorization rd9503 6"' ED.IMON (2017) FBC NON-HVHZ EV Polyglass Roof Underlayments; (570) Evaluation Report P12060.02:09-R23 FL5259-R27 Revision 23: 09/14/2617 Page 13 of 14 �r VA 8. 9. ( .0 \\-J TRINITY I ERD BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locati I ns covered for F.A.C..61G20-3 QA:requirements. The following plants have qualified products under their respective. physical properties specifications. w. � , roduct s Fernley, NV,- Hazleton, PA & Winter Haven; FL ASTM D1970 Polystick MU-X Hazleton, PA M-D 13-0004: Elastoflex G TU. Hazleton, PA & Winter Haven, FL ASTM 019.70 Polystick:IR-Xe ASTM`D1910 &.TAS,•103 Polystick TU Plus ASTM D1970'& TAS1103 Polystick TU Max Tuscaloosa; AL ASTM D4601, Type II Polyglass G2 Base Winter Haven, FL ASTM D226 (physicals) Elastobase, Elastobase P ASTM D6509 P,olyglass APP.Base TAS 103 Polystick MTS ASTM D1970 & TAS103 Polystick TU P FRSA%TRI April 2012.E Polyflex SAP, Polyflex SA P FR ASTM D1970. Polystick Dual Pro ASTM D1970. & TAS 103. Polystick Tile Pro AST,M D6164 Elastoflex S6, Elastoflex 56 G FR ASTM D6222 Polyflex G, Polyflex G FR (2UALITY ASSURANCE ENTITY: UL, LLC—QUA9625; (314) 578-3406; k.chancellor@us.ul.com - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report P12060:02:09-1123 Certftate of Authorization #9563 6"' EDITION (2017) FBC NON-HVH2 EVALUATION FL52597R27 Polyglass Roof Underlayments; (570) i 84-1230 Revision 23: 09/14/2017 Page 14 of'14 t I I I r �I l I Palm City, FL 34990 Compliant with Florida Building Code 2017 (6�h ed.) Compliant with Florida Product Approval Rule #611 Compliant: Keystone Certifications Product: 5 V Crimp 26GA Steel Roof Panel FBC Sec.150.7.4.2 Yield strength: 50 ksi min.; Attached to min.15/32" plywood or Wood Deck w/ min. 0.42 specific gravity with screws. 24" Coverage Rib Height 3/8" Corrosion Resistant Compliant: FBC Sec.1507.4.3 Fastener 1(Method 1 Attachment): #9 x 1-1/2" Hex- 3/16" min. thru deck or 5/8" embedment into wood requirements) I Fastener 2 (Method 2,3, 8c 4 Attachment): #10 x 1-1/ penetrate 3/16" min. thru deck or 5/8" embedment to meet requirements) Underlayment: To be compliant with FBC Sec. Chart Slope: Shall be in compliance with FBC Sec.1507. See f Nasher Head wood screw* to penetrate plank. (*or sufficient length to meet Hex -Washer Head wood screw* to o wood plank. (*or sufficient length ►.1.1 soecifrcations above Install Details: Table A Allowable Loads METHOD 1 I OD METHOD 3 METHOD 4 DESIGN PRESSURE* -86 PSF 4935 PSF 401 PSF -228 PSF ROW SPACING 16" 04 } :16".o:c: 8" o.C. 6" o.c. FASTENER SPACING (ALONG Panel width) 12" O.C. ir'--O . 12" O.C. 12" O.C. FASTENER SIZE #9 #10 #10 #10 Reference Data: ARCHITECTURAL TESTING, INC. TST Ift 152711. UL 580-06 & 1897-043 Test Report L15893.01-450-18 05/02/14 Test Report F3366.01-450-18 12/18/15 TAS 125-03 Test Report D05893.02-450-18 o7/22/14 *EQUIVALENCY-UL 1897-04 is equivalent to teststandard•UL 1897,1�� xDesign pressure margin of safety2.1 "tl Locke Bowden, P.E. does not have, not will acquire a financial h under this evaluation. Locke Bowden, P.E. is not owned, operated, -or controlled by an report. N 4�C l '+il Vga�� cq q�►6.j*facturingordistributing products o I� ompatNpnAfjR&fturA or Qistributing products under this ;717 I t I I i I FI_17022.1 5V Crimp (26GA Steel), 24" Wide Roof Panel - Details 'Limitations: i 1. Underlayment to be compliance with current Florida Building Code (FBC)2017 61h ed. 2. Minimum slope to be compliant with Florida Building Code 20117 611, ed., and per with Manufacturer's installation reference. 3. Products are compliant for State of Florida product approval per Rule 61 G20-3. Compliance Method: 1-D 4. Engineering .analysis for"project specific approval by. local authorities w/jurisdiction is,allowed by other registered engineers. 5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report. 6. Support framing in compliance w/FBC 2017 6111 ed., Chapter 2 for Steel, Chapter 23 for Wood and Chapter 16 for Structural Loading. 7. This report does not imply warranty, installation, recommended product use outside of this report. Deck: -15W..orgreater Pipmod, or - Wxxi plank k9 x 1-11T lAh br S10 x 1-I rIft.1.pern&la A' for Raw &V Crimp Roo( Panel Spacing and Design Pressures Hex Washer l4ct d Wood Screws Panel Nominal 12" INominal 12" O.C. lo_e- Fasten ffx_1=112" Min. or #10 x 1-1/2" Min. per 'fable "A" Hex Washer Head Screw Panel Spaced 12" o.c. across the Panel Wdth Overlap Length "A" forSpacing Along Panel I `- Deck- 15/32" or greater