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HomeMy WebLinkAboutSUBMITTED PAPERSSt. Lucie County Building & Zoning JCe�IU�® ® 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 St. Tel. 772462-1553 ucie C�Un Y APPLICATION FOR ROOF PERMIT 6 SEE REVERSE SIDE FOR INSTRUCTIONS 1. Location/Site Address: /`-0 y �/y 2. Parcel ID Dumber: 352-1 DO %,C ®®a c7 Office Use OnlyL77 I Section Township Range Map Page Zoning Land Use Initials J�' .�'D�/AID- _ , 3. Description of Project or Work Activity: Re co A " y2_ , -Y 4. Total Roof Area (square feet): —7 LID 0 5. hoof Pitch: _ 6. Type of Roof: [ ] Fiberglass Shingle Concrete Roof Tile [ ] Tar & Gravel [ ] Modified Bitumen ] Wood Shake / Shingle Other [ 4 D.O.A. or 11orida -Product Approval required for all types of Roofmg Material (2 Sets) E'GM q(T 11W ] All Commercial Roofing requires design by an Engineer or Architect (2 Sets) with Product Approval attached *,:'Roof Mitigation per F.S. 553.844 will be required. 7. Owner Information - 8. Contractor Information Dame: R06rj- CQ tj 0tAAP CJ NP N v rs Adds ess: -7 j L'V a FL t Zip: P a o'ne: 7777 / �� 1 I q2 9. Value of Construction: $ Note Dry -in and Final Inspection Required Additional inspection may be required per Product Approval C0CTOIt/C)WPIER'S AFFII2AV1[T: I certify that all of the done in compliance /PRINT QUAg,IFIERS/OWN);I2S NA)ViE / C STATE OF FLORIDA, CCLrdTY OF � AC WLEDGED BF,FOR�,/i�/Ti�1E THIS DAY OF W> JS,1J 4 i ' KN4d4N 1'O iv1E OR IsAS Y€S Dt � � Tr. CCCOS�P 1� 8 8.8oeg, e.,ea .. ,>•. _ �'y cert 11. 19y Aunt- nt 4CII d TT Business;�.aaaac: ��I MrAPIer.,n lce'w m Cc)c"S} Fees Due: Receipt #: nation contained in this ap cation is correct and that all work will be applicable lawsp%ula§"pion and zoning. ®J 20_J6� BY J , ZOO J[DEN T IFB C'.ATION i�tATUt OF NOY a x PE OR PRINT NAIb OF NO T ARV " .�;t, KELLIE Cf31R A Commission # EE 084641 CO-MAIISSiON NI MBE { 'a= ExpiresApn117,2015 °° sanded Thlu Troy f..n mwrance8W385.7 iit TiCE Tv (iv' NE R: FAILURE TO RECORD A NOTICE OF COiVLMENC;ENMEsiT iVILAY Ri8i3LT 1N Y(3LTR PAYLNG TWICE FOR lei •IPROVEMEN TS TO YOUR PROPERTY. 11 YOU INTEND, TO Ord T AM FIN,414CING, CONSULT YOUR 1 Ei-lDER OR ATTORNEY BEFORE RECORDING. YOUR NOTICE OF COMMENCFAIENT. Property Appraiser - St.Lucie County, FL Page 1 of 1 PROPERTY RECORD CARD Robert J Davis Record: 1 of 1 «Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification Site Address: 7814 LONG COVE WAY ParcellD: 3321-803-0085-000-9 ��VUO+EC�G2 Sec/Town/Range: 28 :36S :39E Account #: 36006 y�f Map ID: Land Use: SF Res RS-2 Zoning: RS-2 City/Cnty: St Lucie County Ownership and Mailing Owner: Robert J Davis Catherine B Davis Address: 7814 Long Cove Way Port St Lucie FL 34986 Sales Information Date Price Code 5/6/2011 243900 0112 2/4/2011 176000 0111 8/1/1988 55900 00 8/1/1988 438700 00 8/1/1988 438700 00 Legal Description RESERVE PLANTATION -PHASE IIA- LOT 81 (MAP 33/28N) (OR 3299-1418) Assessment 2010 Final Total Land and Building Deed Book/Page 2010 Final: 339400 Land Value: 98400 Acres: 1.27 SP 3299 / 1418 Assessed: 339400 Building Value: 241000 CT 3270 / 1947 Ag.Credit: 0 Finished Area: 3072 SgFt CV 0599 / 2259 Exempt: CV 0598 / 0466 Taxable: CV 0598 / 0464 Taxes: 7054.16 BUILDING INFORMATION Exterior Features View: - RoofCover: TC - Clay Tile RoofStruct: HP - Hip ExtType: HA- - HA- YearBlt: 1989 Frame: - Grade: A- - A- EffYrBlt: 1989 PrimeWali: BS - CB Stucco StoryHght: 0010 - 1 Story No.Units: 1 SecWall: Interior Features BedRooms: 4 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 3 HeatType: FHA - FrcdHotAir AvgHUFI: STD 1/213ath: 0 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Land Use Type Measure Depth SDSF - SITE DEV S-F Y 1 1 AV AV 2001 1 0100-SF Res LFCD-Front Ft 146 274.14999 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/prc.asp?prclid=332180300850009 6/28/2011 .�JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3606149 OR B(7N3305 PAGE 1088, Recorded 07/01/2013� _` 10:52 AM NOTICE OF GOMIVIENCEMENT Tom COMPLETED WESNCONS TRUC770NYALUE2XCREDS $2,500.00 PERMIT a: TAXFOLIoa:_, 4IZI U)SO6'KSOCY0cl STATE OF FLORIDA COUNTY OF MARTIN THE UNDERSIGNED HEREBY GIVES NOTICE THAT IMPROVEMENT WILL BE MADE TO CERTAIN REAL PROPERTY, AND IN ACCORDANCE WITH CHAPTER 713, FLORIDA STATUTES, THE FOLLOWING INFORMATION IS PROVIDED IN THIS NOTICE OF COMMENCEMENT. LEGAL DESCRIM— ONOFPR '(ATIDS TT�ADDRESSIagAHAM34$ly fin, c_b,m { eSL 3�Ckl2C` r�[T �r r p J GENERALPESCRIPTIONOFAHPROVEMENT:_i- OWNER NAMSi . . . ADDRESS ' PHONE NUMBER a 27 3 17 1 I FAX NUMBM DVTEREST II�i PROPERTY: OtA% (�'Q NAME AND ADDRESS OF FEE SIMPLE TITLE HOLDER (IF OTHER THAN OWNER) - SURETY COMPANY (N ANY): ADDRESS: PHONE NUMBER: FAX NUMBER BOND AMOUNT: .... . . LENDER/MORTGAGE COMPANY: ADDRESS: • .. • . 'PHONE NUMBER ` FAXNUMBER. PERSONS W1iI3W THE.STATB OF FLORIDA DESIGNATED BY OWNER WON WHOM NOTICES OR OTHER DOCUMENTS MAY BE SERVED AS PROVIDED BY SECTION 713•I3 (1) (e) 7., FLORIDA STATUTES: NAME: ADDRESS: PHONE NUMBER FAX NUMBER: IN ADDITIORTO HIMSELF OR HERSELF, OWNER DESIGNATES OF TO RECEIVE A COPY OF THE LIENOWS NOTICE AS PROVIDED EJ SECTION 713.130)(B), FLORIDA STATUES. PHONE NUMM FAX NUMBER MBSR EXPIRATION DATE OF NOTICE OF COMMENCEMENT: (THE EXPIRATIONDATE IS ONE (1) YEAR FROM TEE DATE OF RECORDING UNLESS A DIFFERENT DATE IS SPECIFIED} WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EI MATION OP THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART; SECTION 713.13, FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE.RF.CORDED.AND POSTED ON THB.IOB. S)TAPEFORE THE FIRST INSPECTION. IF YOU IIMa4D TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WOV OR RE ORDINO YOUR ICE KCOMMFUJCEMENT. SI NATURE OFOWNER O UTHOR M OFFICERMIRECTORIPARTNER/MANAGER SIGNATORY'S TT1T FJOF TICE A THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME TELS Z�DAY OF j_ , • . 201l BY: CQ�'1. f�1�Q DAVI S AS O L 1 P(� FOR .� w - NAMB OFPERSON TYPE OF ADTEOR/ NAME INSTRUMENT WOF PARTY ON AS PERSONALLYXNDwN,__ORPRODUCEDEDENT'IFICATION OF �� ��QREq,-p� TYPE OF IDENTIFICATION PRODUCED MYODAMIS:Ma Iz2DI3017 E%PIRFS; Alny 12 7019 ' .P.f . BmdMllru lkwyRNe UMMmWn NOTAR MATURE NOTARYSEAL UNDER PENALTIES OF PERJURY, I DECLAREJ'HAT I HAVE READ THE FOREGOING AND THAT THE FACTS IN IT ARE TRUE TO Tg�BEST qF MY IQVOWLEjIGE lrpyn' BELIEF (SECTION 92M% FLORIDA STATUTES} (StgoatureofNalunlperson Signing Above) STATE OF FL0A'IDA ST. LUCIE COUNTY T CS TOCEATI&YTHAT. T A C EGT C 0 ► lw' OSEPH E S EA �yr Date. � rI��1�`� f 07/22/2011 10:11 AI,'—AMERIQ.AN ROOFING (F.AX�?-7-7? 463 8054 P- 002/002 All American Roofing of The Treasure Coast, Inc. 3006 SE Waaler Street, Stuart, FL 34997 Lic. #CC-0058118 ROOF INSPECTION AFFIDAVIT RE: Permit # SLC 1107-0029 1, Paul Wilkins, licensed as a(n) Contractor*/Engineer/Architect *FS468 Building Inspector *General, Building, Residential or Roofing Contractor or any individual certified under 458 F.S to make such an inspectign. On or about 7/19/11 , I did personally inspect the sheathing and renail pattern Work at:: 7814 Long Cove Way, Port St. Lucie, FL (Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane' Mitigation Retrofit Manual (Based on 553.844 F.S.) rgnature arrd Seal License # State of FloNuax;'" id County ofi rq� Sw;og to and sub cribed before me this �� day of 2011 by 4 �F t,4.let ALS who is personally known to me or who has produced as identificatioin. Notary Public, Signature of N Commission N Phone: 772-463-8055 Fax: 772-463-8054 Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. P1: xx0�2$q = (3. -Mg: 7.SZ =Mr1: S.y_. 5 3i.3 NOA Mf P2: xX -Mg: 7-g. =Mr2: 1 117 5 3 sl NOA Mf P3:F xx -Mg: =Mr3: t`t iT 5 3i7-, NOAMf Method 3 "Uplift Based Tile Calculations Per RAS 127" For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F I eJeLeat E or ua i it", e f each area of the roof, then the tile attachment method is acceptable. P1:x1:®=�xw:®= -W:©=© xCos 0:©=Fr1: s©NOA F P2:x1:®=�xw:®=�-W:®=� xCos 0:®=Fr2:®5 NOAF P3: x1:®=©xw;©= -W:©=® xCos 0:©=Fr3:�5© NOA F' Where to Obtain Information to complete tile calculations Where to Find Description � Symbol Ir 6 Design Pressure P1 or P2 or P3 Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. i 4 Mean Roof Height H Job Site Roof Slope 0 Job Site r Aerodynamic Multiplier Product Approval (NOA) Restoring Moment due to Gravity Mg Product Approval (NOA) s Attachment Resistance Mf Product Approval (NOA) Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' Product Approval (NOA) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval (NOA) = I length Tile Dimensions 14 w = width Product Approval (NOA) . THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO OOMY WITH A6APP WAAA OR% z Florida Building Code Onli,,- Page 1 of 1 yr. �" z,rc^^ 2`T. - I.•: --�— _.. ���� � f"`'�-.,C � ��'ts..�"F�„�elb^ ���Y t' $ •~ L � 3F�f �,il�� `.y��—.�e,�:} .,A....- BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Searchl Code Version 2007 FL# ALL Application Type ALL Product Manufacturer Entegra Sales, Inca Category ALL Subcategory ALL Application Status ALL Compliance Method ALL ! Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL i Impact Resistant ALL Design Pressure ALL I Other ALL _._._ Search Results - Applications ......... _...... -- _... _..... _.... -------- - .......... I FL# T e Manufacturer Validated By Status FL7804 R3 Revision ❑Category: Entegra Sales, Inc. Roofing Miami -Dade BCCO - VAL (786) 315-2590 Approved History Subcategory: Roofing Tiles L('Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. _—__--_---.------_.-_._.._..-._..._._._. Department of Community Affairs Florida Building Code Online Codes and Standards 1555 Shumard Oak Boulevard Tallahassee, Florlda 32399-2100 (850) 487-1824, Fax (850) 414-8436 © 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: s'C leek �. Sl'Cllr[L\"1t P'1 It 1� 12 T,u.t9n' Trult.d 6 .... r Florida Building Code On!"- Page 1 of 4 3r _ S.i3�xp 2 yap''{{ .t kit axe lei �-w�tiys.,if�w,. r'{ t,� al.t�^ Y+.1•A+ rt n' .L 'nr"°iis •.�� 1,,q �F i•'i.aa � .t � ro� X f /�S ! � ��}}x2 C• l� �t _� A }r�)I�� .�"t'�i w��f1£•�tt��+. tau+h �a,atNr��rl� (�"n R^.t�y.i���'�s� t�i#' ;~a � r, ''"ks��.*.r��+x�' �.sty.�i�^l°,w,�._.2�'�..,e�::�;4�k�'r�:��:s.� ' , t��• .� � is.s..?y�vSet.�m4�lL�ilton BC15 Home Log In I User Registration i Ho[ Topics Submit Surcharge i Stats & Facts Publications FBC Staff BCIS Site Map i Unks , Search Product Approval USER: Public User 1.t:4k4517iT:Y y �° 2roduCt Approval Menu > Product or Application Search > Aoolication Lis > Application Detail FL # FL7804-R3 LA Application Type Revision NINE _ Q. ` r L„ ; ; Code Version 2007 MS. . rim - ;,;j Application Status Approved *Approved by DCA. Approvals by DCA shall be reviewed and q _ a" ratified by the POC and/or the Commission if necessary. ' L Comments Archived Product Manufacturer Entegra Sales, Inc. Address/Phone/Email 1289 NE 9th Avenue Okeechobee, FL 34972 (863)467-0042 Ext1228 tJohnson@rooftlle.com Authorized Signature Terry Johnson Uohnson@rooftlle.com Technical Representative Scott Johnson Address/Phone/Email 819 S Federal Highway Stuart, FL 34994 (772)223-0005 sjohnson@rooftile.com Quality Assurance Representative Terry Johnson Address/Phone/Email 819 South Federal Hwy Suite 300 Stuart, FL 34994 (800)586-7663 tjohnson@rooftile.com Category Roofing Subcategory Roofing Tiles Compliance Method Certification Mark or Listing Certlficatlon Agency Mlaml-Dade BCCO - CER Validated By Miaml-Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard ASTM C 1492 Equivalence of Product Standards Certified By Year 2003 Florida Building Code Onlr� Page 3 of 4 \ _ ME — Approved for use outside HVHZ: Yes Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 08/23/2011 Installation Instructions Other: (1) Class A roof covering (2) Roof tiles may be FL7804 R3 II NOA 06-0310 OS odf used in both high velocity hurricane zones (HVHZ) and in Verified By: Gary W. Walker 40455 non high velocity hurricane zones. Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: 7804.7 Pla itatlon Flat Flat Profile Concrete Roof Tile Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL7804 R3 C CAC NOA 10-0804 15 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 12/08/2015 Design Pressure: N/A Installation Instructions Other: (1) Class A roof covering (2) Roof tiles may be FL7804 R3 II NOA 10-0804 15 odf used in both high velocity hurricane zones (HVHZ) and in Verified By: Gary W, Walker 40455 non high velocity hurricane zones. Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: 7804,.8 s Plant'aElon�Flak,�- , Flat Profile Concrete Roof Tile Clmits 6trUse Certification Agency Certificate Approved for use In HVHZ: No FL7804 R3 C CAC NOA 09-0803 03 odf Approved:for_use.outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: %A --.� 01/04/2012 Deslgn-Pressure:-N/A Installation Instructions Other: Class A roof covering FL7804 R3 II FRSA-TRI 4th Edltlon odf FL7804 R3 II NOA 09-0803.03.odf Verified By: Gary W. Walker, P.E. 40455 Created by Independent Third Party, Yes Evaluation Reports Created by Independent Third Party: 7804.9 11valencla Spanish "S" High Profile Concrete Roof Tile Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL7804 R3 C CAC NOA 06-0713 OS odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 01/04/2012 Design Pressure: N/A Installation Instructions Other: Class A roof covering I FL7804 R3 II FRSA-TRI 4th Edition odf FL7804 R3 II NOA 06-0713.05 odf Verified By: Gary W. Walker, P.E. 40455 Created by Independent Third Party: Yes Evaluation Reports Created-by-Inde en dent -Third -Party: 7804.10 Valencia Spanish "S"11HIgh Profile Concrete Roof Tile Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL7804 R3 C CAC NOA 06-0606 06 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 06/07/2011 Design Pressure: N/A Installation Instructions Other: (1) Class A roof covering (2) Roof tiles may be FL7804 R3 II NOA 06-0606.06.Ddf used In both high velocity hurricane zones (HVHZ) and in Verified By: Gary W. Walker 40455 non high velocity hurricane zones. Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Back Next Department of Community Affairs Florida Building Coda Online Codes and Standards 2SSS Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 407-1824, Fax (850) 414-8436 p 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accesslbillty Statement I Plug -In Software I Customer Service Survey I Contact us Product Approval Accepts: 9M OR Ea M I_u--_jL--_-__rl_ _'-1_1_-_[11' _- -___.I _I_ - _- _1i1--_-_-n__- _ /1 TT-- — ---1 ni... _.� ... .._. rMr�� IA��MI.DiADE 111'♦1ia1 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Entegra Roof Tile, Inc. 1289 NE 91h Ave Okeechobee, FL. 34972 SCOPE: MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33I30-1563 (305) 375-2901 FAX (305) 375-2908 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material- tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Plantation Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 revises NOA No. 10-0804.15 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. NOA No.: 10-1202.01 Expiration Date: 12/08/15 Approval Date: 12/30/10 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This renews a roofing system using Entegra "Plantation" concrete roof tile, as manufactured for Entegra Roof Tile, Inc. in Okeechobee, FL as described in Section 2 of this Notice of Acceptance. For *the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Test Product Applicant Dimensions Specifications Description Plantation Tile Length: 16'/z" Flat concrete roof tile for direct deck or Width: 13" TAS 112 batten nail -on.. Trim Pieces Length: varies Accessory trim, concrete roof pieces for Width: varies TAS 112 use at hips, rakes ridges and valley Thickness: varies terminations 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION: 4.1 Entegra Roof Tile, Inc.'s Plantation Flat Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,119, & 120 4.2 Data For Attachment Calculations NOA No.: 10-1202.01 Expiration Date: 12/08/15 Approval Date: 12/30/10 Page 2 of 5 Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight-W (Ibf) Length -I (ft) Width-w (ft) Plantation Tile 11.6 1.375 1.08 Table 2: Aerodynamic Multi liers - ft3 Tile Profile X (ft3) Batten Application 1 (ft3) Direct Deck Application Plantation Tile 0.267 0.289 Table 3: Restoring Moments due to Gravity - M (ft-Ibf) Tile 211: 12" 3": 12" 4": 12" 5": 12" 6": 12" Greater than Profile 710: 12" Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Deck Deck Deck Deck Deck Plantation 7.22 7.91 6.85 7.79 6.75 7.67 6.61 7.52 6.44 7.32 6.26 7.04 Tile Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) For Nail -On Systems Tile Profile Fastener Type Direct Deck (Min 15132" plywood) Direct Deck (Min. 19132" plywood) Battens Plantation Tile 2-10d Ring Shank Nails 30.9 38.1 17.2 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail Field Clip) 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nail Eave Clip) 19.0 19.0 22.1 2-10d Smooth or Screw Shank Nails Field Clip) 35.5 35.5 34.8 2-10d Smooth or Screw Shank Nails Eave Clip), 31.9 31.9 32.2 2-10d Ring Shank Nails' 50.3 65.5 48.3 1 Installation with a 4" the headlap and fasteners are located a minimum of 21/2' from the head of tile. NOA No.: 10-1202.01 Expiration Date: 12/08/15 Approval Date. 12/30/10 Page 3of5 r,) Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf For Two Patt Adhesive Set Systems Tile Profile Tile Application Inimum Attachme Resistance Plantation Tile Adhesive 31.3 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weights per patty 13.9 grams. Polyfoam Product Inc. Average weight per patty 8 grams, Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) For Sin le Patty Adhesive Set System Tile Profile Tile Application Minimum AttachmentResistance Plantation Tile Pol PrOTM 118.9 Pol ProTm 40.4 4 Large paddy placement of 45 grams of Pol Pro TM. 5 Medium paddy placement of 24 grams of Pol Pro TM. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance See specific mortar manufacturer's Notice of Acceptance. 5. LABELING 5.1 All tiles shall bear.the imprint or identifiable marking of the manufacturer's name or logo as seen below or following statement: "Miami -Dade County Product Control Approved". 5.2 Entegra Roof Tile, Inc.'s Plantation Roof Tile bears the following markings:. USA "E" USA, "E", Entegra "E", where the E is a stylized logo. 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. 7. MANUFACTURING LOCATIONS 7.1 Okeechobee, FL MIAMI•DADE COUNTY NOA No.: 10-1202.01 Expiration Date: 12/08/15 Approval Date: 12/30/10 Page 4 of 5 PROFILE DRAWING PLANTATION FLAT CONCRETE TILE END OF THIS ACCEPTANCE MIAMI•DADE COUNTY �lnlyuwsyjm NOA No.: 10-1202.01 Expiration Date: 12/08/15 Approval Date: 12/30/10 Page 5 of 5 Florida Building Code OnY- Page 1 of 2 }ru`i}3 ^Lgx. 'k3 ! � srK( Ry- f`Ei +' S} Y 4 .i V I� �Y7 J 1 (Y � 7• R I <Y� � � y ��i� 1 J^y�i. � H � . f`4uM;�in_.>`a.....a.r>'.i''.atisL1.(',.is7.�A'i`�:"�r�%c.�.,i"c�:�5.:�i. ,:5; I�r^M�r ���:Jc.:^b��°c���':dN s"p'taT.l a} S. t�.*.�.:m{��i'uiili�h�:•i .�' BCIS Home Log In j User Registration 1 Hot Topics Submit Surcharge I Stats & Facts Publications FBC Staff ! BCIS Site Map Unks Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Aoolltatlon List > Application FL # FL5259-R1i Application Type Code Version Revision 2007 p Application Status Approved Comments ')p Archlved COPY"" DJ�11 Product Manufacturer POLYGLASS USA Address/Phone/Email 150 Lyon Drive Fernley, NV 89408 (720) 279-2348 jarnold@polyglass.com Authorized Signature Jim Arnold jarnold@polyglass.com •. Technical Representative James Arnold, PE, RRO Address/Phone/Email 10475 Park Meadows Drive Suite 600 Lone Tree, CO 80124 (720) 279-2348 jarnold@polyglass.com Quality Assurance Representative Amlr Khan Address/Phone/Email 621 Snlvely Avenue Winter Haven, FL 33380 (866) 802-8017 Ext 238 ajhan@polygiass.com TU PI (�S fl���t DQ<k Category Roofing Subcategory Underiayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer :! Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Robert Nieminen developed the Evaluation Report Florida License PE-59166 Quality Assurance Entity Underwriters Laboratories Inc. Quality Assurance Contract Expiration Date 11/30/2012 Validated By John W. Knezevlch, PE Validation Checklist - Hardcopy Received Certificate of Independence FL5259 R11 COI Trinity ERD CI - Nieminen.odf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2001 ASTM D226 1997 ASTM D6164 2000 I_a�__//____.__.11 ,...:.],. L...:1.-1:.•, rr—/rvr/— orgy At] AS/1/7()I1 S Florida Building Code On(� Page 2 of 2 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved ASTM D6222 2002 ASTM G154 2000 ASTM G155 2004 FM 4470 1992 Method 1 Option D 12/17/2010 12/20/2010 12/25/2010 02/01/2011 flack Nezt Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (650) 414-8436 © 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibillty Statement I Plug -In Software I -05tpm r Service Survey I Contact Us Product Approval Accepts: 't7AyF ®eek -M ScLurit 111lT'lill'S' Trn ~ TT.. rem+� ERD TRINITY EVALUATION REPORT Polyglass USA, Inc. 150 Lyon Drive Fernley, NV 98408 EXTERIOR RESEARCH & DESIGN, LLC. Certificate ofAuthorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report P12060.02.09-R6 FL5259-Rll Date of Issuance: 02/24/2009 Revision 6: 12/17/2010 SCOPE: This Evaluation Report is issued under Rule 9N-3 / 913-72 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 been designed to comply with the 2007 Florida Building Code sections noted herein. DESCRIPTION: Polyglass Roof Underlayments LABELING: Each unit shall bear labeling in accordance with the requirements 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. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD 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 "TrinitylERD 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 10. Prepared by: 1i111,111J110,,,, -- •ti= 1�= The facsimile seal appearing was authorized `. •r�r . gs,. S_„ pF.. ,%w : by Robert Nleminen, P.E. on 12/17/2010 This does not serve as an electronically signed i T n 10;'.� Robert].M. Nleminen, P.E. %�,�••.:,g,..,,.,;�. document. Signed, sealed hardcopieshave been =;ti, ;oua�4'`transmitted to the Product Approval Administrator and Florida Registration No. 59166, Florida DCA ANE1983 to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it Intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. TrinityiERD Is not owned, operated or controlled by any company manufacturing or distributing products It evaluates. 3. Robert Nleminen, P.E. does not have nor will acquire, a financial Interest in any company manufacturing or distributing products for which the evaluation reports are being Issued. 4. Robert Nleminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved In the approval process of the product. ` ?'TRINITY 1 ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., have demonstrated compliance with the following sections of the Florida Building Code (non-HVHZ) through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.4, 1507.2.9.2, 1501.3.3, 1507.5.3, 1507.6.3 Physical Properties ASTM D1970 2001 1507.2.3, 1507.3.3, 1507.5.3, 1507.7.3, 1507.8.3, 1507.9.3, 1507.9.4 Physical Properties ASTM D226 1997 1507.11.2 Physical Properties ASTM D6164 2000 1507.11.2 Physical Properties ASTM D6222 2002 1504.6 Accelerated Aging ASTM G154 2000 1504.6 Accelerated Aging ASTM G155 2004 1504.3.1 Wind Uplift FM 4470 1992 3. REFERENCES: Entity Examination Reference Date PRI (TST 5878) Physical Properties PRIO1111 04/08/2002 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-013-02-02 12/23/2002 PRI (TST 5878) Physical Properties PUSA-013-02-03 12/23/2002 PRI (TST 5878) Physical Properties PUSA-018-02-01 07/14/2003 PRI (TST 5878) Physical Properties PUSA-028-02-01 07/13/2005 PRI (TST 5878) Physical Properties PUSA-033-02-01 01/12/2006 PRI (TST 5878) Physical Properties PUSA-035-02-01 09/29/2006 PRI (TST 5878) Physical Properties PUSA-055-02-02 12/10/2007 PRI (TST 5878) Physical Properties PUSA-061-02-02 01/28/2008 PRI" (TST 5878) Physical Properties PUSA-076-02-01 02/22/2008 PRI (TST 5878) Physical Properties PUSA-083-02-01 04/14/2008 PRI (TST 5878) Physical Properties PUSA-088-02-01 07/29/2009 MTI (TST 2508) Physical Properties JX20H7A 04/01/2008 MTI (TST 2508) Physical Properties RX14E8A 01/29/2009 ERD (TST 6049) Physical Properties 11752.09.99-1 02/08/2000 ERD (TST 6049) Physical Properties 02200.07.03 07/14/2003 ERD (TST 6049) Physical Properties P5110.04.07-1 04/11/2007 ERD (TST 6049) Physical Properties P13450.08.09 08/13/2009 ERD (TST 6049) Physical Properties P33360.06.10 06/25/2010 ERD (TST 6049) Physical Properties P33370SC 12/16/2010 ICC-ES (EVL 2396) IBC Compliance ESR-1697 01/01/2005 ICC-ES (EVL 2396) IBC Compliance ESR-1160 03/01/2005 Miami -Dade (CER 1592) HVHZ Compliance NOA Current Polyglass USA Manufacturing Affidavit Products Current 02/18/2009 Polyglass USA P/L Affidavit Mule -Hide Cross Ltg 03/01/2008 UL (QUA1743) Quality Control File No. R14571, Vol 1 Exp. 11/30/2012 Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R6 Certincate of Authorization #9503 FL5259-R11 Revision 6: 12/17/2010 Page 2 of 10 TRINITY, ERD 4. PRODUCT DESCRIPTION: 4.1 Mechanically Fastened Underlayments: 4.1.1 ELASTOBASE is a fiberglass reinforced, SBS modified bitumen base sheet. 4.1.2 ELASTOBASE P is a polyester -reinforced, SBS modified bitumen base sheet. 4.2 Self -Adhering Underlayments: 4.2.1 POLYSTICK MTS is a rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced with polyolefinic film surface, 4.2.2 POLYSTICK IR-Xe is a rubberized asphalt waterproofing membrane, glass fiber reinforced, with a sand surface. 4.2.3 POLYSTICK TU- is a rubberized asphalt waterproofing membrane, glass fiber reinforced, with a granular surface. 42.4 POLYSTICKTU Plus is a rubberized asphalt waterproofing membrane, glass fiber reinforced, with a high strength polyester fabric surface. 4.2.5 POLYSTICKTU P is a rubberized asphalt waterproofing membrane, glass-fiber/polyester reinforced, with a granular surface. 4.2.6 POLYFLEX SAP, PoLYFLEX SAP FR, MULE -HIDE SA-APP CAP SHEET AND MULE -HIDE SA-APP CAP SHEET (FR) are a polyester reinforced, APP modified bitumen cap sheets. 4,2.7 DUAL PROTM is a dual -layer rubberized asphalt waterproofing membranes, fiberglass reinforced, with a high strength polyester fabric surface. 4.2.8 TILE PROTM is a dual -layer rubberized asphalt waterproofing membranes, fiberglass reinforced, with a high strength polyester fabric surface. 4.3 Mechanically Fastened and/or Bonded Underlayments: 4.3.1 ELASTOFLEX S6G AND ELASTOFLEX S6G FR are polyester reinforced, SBS modified bitumen cap sheets. 4.3.2 POLYFLEx G AND POLYFLEx G FR are polyester reinforced, APP modified bitumen cap sheets. 5. LIMITATIONS: 5.1 This Evaluation Report is not for use in the HVHZ. 5.2 Fire Classification is not part of this Laboratory Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.3 Polyglass Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.4 Allowable roof covers applied atop the underlayments are as follows: Exterior Research and Design, LLC. Evaluation Report P12060.02.09-116 Certificate of Authorization #9503 FL5259-R11 Revision 6: 12/17/2010 Page 3 of 10 ERD TRINITY! Table 1: Roof Cover tions Underlayment Asphalt Shingles fV e Foam -On Tile al Wood Shakes & Slate _ Shingles Elastobase Yes Yes No Yes Yes Yes Elastobase P Yes Yes No Yes Yes Yes Polystick MTS Yes No Yes Yes Yes (Battensonly) Polystick IR-Xe Yes No No No Yes Yes Polystick TU Yes Yes Yes No Yes Yes See 5.4.1 Polystick TU P Yes Yes Yes No Yes Yes See�A_ P�olystfck TU"Pluses= j Yes See Yes Yes Yes Dual Pro Yes Yes Yes Yes Yes Tile Pro Yes Yes Yes Yes Yes Yes See 5.4.1 Elastoflex S6G or S6G FR Yes Yes Yes No Yes Yes See 5.4.1 Polyflex G or G FR Yes Yes Ye No Yes Yes See SS4.1 Polyflex SAP or SAP FR Yes Yes Yes No Yes Yes See 5.4.1 Mule -Hide SA-APP Cap Sheet Yes Yes Yes No Yes Yes or SA-APP Cap Sheet (FR) See 5.4.1 ( !5C Foam -On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. Polyfoar CkP rVPro—AH160: Polystick TU, Polystick TU FL Polys n TU Plus Elastoflex S6G, Elastoflex S6G FR, Polyflex G, Polyflex G FR, Polyflex SAP, Polyflex SA Cap FR, Mule - Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR). `�_ > Dow TileBond: Polystick TU P, Polyflex SAP or Tile Pro 4.1.1 he maximum design sure for direct -bond Polystick self -adhering applications to plywood r primed plywood is 3`Y5Z70 This is pertinent for foam -on tile systems only, where the bonded underlayment form part of the load -path. 5.4.2 For nail -on tile systems over Polystick MTS, battens are required for both loading / staging of the tile and tile installation; direct -to -deck nail -on tile applications are not permissible with Polystick MTS. 5.4.3 For mechanically attached metal and nail -on tile, an underlayment system consisting of Polystick MTS followed by Polystick MTS, TU, TU P or TU Plus or Polystick SAP is permissible. 5.5 Allowable substrates are noted below: Exterior Research and Design, LLC. Certificate of Authorization #9503 Evaluation Report P12060.02.09-R6 FL5259-R11 Revision 6: 12/17/2010 Page 4 of 10 T INIT l ERD I 5.5.1 Direct -Bond to Deck: ➢ Polystick, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) self -adhered to: ASTM D41 primed structural concrete; OSB; Southern Yellow Pine; New untreated plywood; existing plywood primed as needed with ASTM D41 primer; or Huber Engineered Woods "ZIP System" Panels (designed and installed to meet wind loads for project). ➢ Dual Pro or Tile Pro self -adhered to: New untreated plywood; or existing plywood primed as needed with ASTM D41 primer. ➢ Elastoflex S6G or S6G FR in hot asphalt to: ASTM D41 primed structural concrete. ➢ Polyflex G or G FR torch -applied to: ASTM D41 primed structural concrete. 5.5.1.1 The maximum design pressure for direct -bond Polystick self -adhering applications t• tgypur or d is -�1( .3555 ssf.. This is pertinent for foam -on tile systems only, w t e bone un erlayment orm part of the load -path. For other substrates, consult Polyglass USA, Inc. 5.5.2. Bond-to-Insulatlon: ➢ Polystick, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) self -adhered to: ASTM C1289, Type II, Class 1 polyisocyanurate or Type V polyisocyanurate-composite insulation; DensDeck DuraGuard; DensDeck Prime; or SECUROCK Gypsum -Fiber Roof Board. ➢ Elastoflex S6G or S6G FR in hot asphalt to: DensDeck Prime or SECUROCK Gypsum -Fiber Roof Board. ➢ Polyflex G or G FR torch -applied to: ASTM D41 primed structural concrete; DensDeck 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 manufacturer's Product Approval. For installations under foam -on tile systems, insulation shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FM 4470, Appendix K or TAS 114, Appendix J. 5.5.3 Bond to Mechanically Attached Base Layer: ➢ Polystick, 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 II felt; Elastobase; Elastobase P or Mule -Hide Nail Base. ➢ Elastoflex S6G or S6G FR in hot asphalt to: ASTM D226, Type I or II felt; Elastobase; Elastobase P or Mule -Hide Nail Base. ➢ Polyflex G or G FR torch -applied to: Elastobase; Elastobase P or Mule -Hide Nail Base. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -on tile systems, base layer shall be attached per minimum requirements of FRSA/TRI 07320/8-05 or RAS 120. 5.6 Exposure Limitations: 5.6.1 Elastobase, Elastobase P, shall not be left exposed for longer than 30-days after installation. 5.6.2 Polystick IR-Xe, Dual Pro or Tile Pro shall not be left exposed for longer than 90-days after installation. 5.6.3 Polystick MTS, TU, TU P or TU Plus shall not be left exposed for longer than 180-days after installation. Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R6 Certificate of Authorization #9503 FL5259-R11 Revision 6: 12/17/2010 Page 5 of 10 -,? TRINITY; ERD 5.6.4 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, 5.6.5 Elastoflex S6G or S6G FR or Polyflex G or G 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 180 days. 5.7 For tile roof installations governed by the FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, use is limited to the following: Table 2: Tile System Options for Roof Underlayments per FRSA/TRI 07320/8-05 System Underlay Option Section Reference Product(s) 1 3.02A' Modified Cap Sheet Elastoflex S6G or S6G FR; Polyflex G or G FR 2 3.02B No. 30 / Modified Cap Elastobase; Elastobase P / Elastoflex S6G or S6G FR or Sheet Polyflex G or G FR System One: 3 3.02C No. 30 / Modified Cap Sheet Elastobase; Elastobase P / Elastoflex S6G or S6G FR Mechanically 4 3.02D No. 30 Elastobase; • Elastobase P Fastened Tile, Unsealed or Sealed Self -Adhered Polystick MTS (batten only); TU; TU P; TU s Polyflex Underlayment 3.02E Underlayment SAP or SAP FR; Mule -Hide SA-APP Cap or SA-APP System Cap Sheet (FR); Dual Pro; Tile Pro Elastobase; Elastobase P; Mule -Hide Nail Base / Polystick 6 3,02F No. 30 / Self -Adhered MTS (batten only); TU; TU P; TU Plus; Polyflex SAP or Underlayment SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR); Dual Pro; Tile Pro 1 3.02A Modified Cap Sheet Elastoflex S6G or S6G FR; Polyflex G or G FR 2 3.02B No. 30 / Modified Cap Elastobase; Elastobase P / Elastoflex S6G or S6G FR or Sheet Polyflex G or G FR System Two: Mechanically 3 3.02C No. 30 / Modified Cap Sheet Elastobase; Elastobase P / Elastoflex S6G or S6G FR Fastened Tile, Sealed Self -Adhered Polystick TU; TU P; TU Plus; Polyflex SAP or SAP FR; Underlayment 4 3.02D Underlayment Mule -Hide SA-APP Cap Sheet or SA -ARP Cap Sheet (FR); Dual Pro; Tile Pro System Elastobase; Elastobase P; Mule -Hide Nail Base / Polystick 5 3.02E No. 30 / Self -Adhered TU; TU P; TU Plus; Polyflex SAP or SAP FR, Mule -Hide SA- Underlayment APP Cap Sheet or SA-APP Cap Sheet (FR) Dual Pro; Tile Pro 1 3.02A Modified Cap Sheet Elastoflex S6G or S6G FR; Polyflex G or G FR 2 3.02E No. 30 / Modified Cap Elastobase; Elastobase P / Elastoflex S6G or S6G FR or System Four "A": Sheet Polyflex G or G FR Adhesive -Set Tile, 'U_ Polystick TU; TU P; Plus; of Flex SAP or SAP FR Tile �: Y sealed or Sealed 4 3.02D tel Underent Pro; Mule=Hide SA -AP- _" p= heet or SA=APP Cap Sheet Underlayment cs�w'___ . (FR) System No. 30 / Seif Adhered ' Elastobase; Elastobase P; Mule -Hide Nail Base / Polystick 5 3.02E Underlayment TU; TU P; TU Plus; Polyflex SAP or SAP FR; The Pro; Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) 1 3.02A No. 30 / Modified Cap Elastobase; Elastobase P / Elastoflex S6G or S6G FR or Four "B ": Sheet Polyflex G or G FR System Adhesive -Set Tile, Self -Adhered Polystick TU; TU P; TU Plus; Polyflex SAP or SAP FR; The Sealed 3 3.02C Underlayment Pro; Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet Underlayment (FR) System No. 30 / Self -Adhered Elastobase; Elastobase P; Mule -Hide Nail Base / Polystick 4 3.02D Underlayment TU; TU P; TU Plus; Polyflex SAP or SAP FR; The Pro; Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Exterior Research and Design, LLC. Evaluation Report P12060.02.09-116 Cert/f/cate ofAuthorizatlon #9503 FL5259-R11 Revision 6: 12/17/2010 Page 6 of 10 -� TRINITi `ERD 6. INSTALLATION: 6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate (if applicable). 6.3 Elastobase, Elastobase P or Mule -Hide Nail Base: 6.3.1 Shall be installed in compliance with the requirements for ASTM D226, Type II underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 For use in non -tile applications: 6.3.2.1 Reference is made to the current edition of the NRCA Steep -slope Roofing Manual and ARMA recommendations for installing shingle underlayments and flashings 6.3.2.2 Elastobase, Elastobase P or Mule -Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), Dual Pro or Tile Pro, self -adhered, Elastoflex S6G or S6G FR in hot asphalt or Polyflex G or G FR, torch applied. 6.3.3 For use in the applications, reference is made to Polyglass published installation instructions in conjunction with FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Table 2 herein. 6.4 Polystick MTS, IR-Xe, TU, TU P or TU Plus, Polyflex SAP or SAP FR Mule -Hide SA- APP Cap Sheet or SA-APP Cap Sheet (FRI, Dual Pro or Tile Pro: 6.4.1 Shall be installed In compliance with the requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.4.2 For non -tile applications: 6.4.2.1 All self -adhering materials, with the exception of Polystick TU Plus, Polyflex SAP or SAP FR and Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) should be back -nailed in selvage edge seam as per 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 6.4.2.2 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 (the sheet will overlap the fabric). Exterior Research and Design, LLC. Evaluation Report P12060.02.09-116 Certificate of Authorization #9503 FL5259-R11 Revision 6, 12/17/2010 Page 7 of 10 TRINITYERD View of Ovelap Seam of Dual Pro and Tile Pro 6.4.2.3 All over -fabric and over -granule end -laps shall have a 6-inch wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Polystick TU Plus Tile Underlayment Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Electrometric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic, applied in between the application of the lap. 6.4.2.4 Polystick TU Plus, Dual Pro and Tile Pro may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details 6.4.2.5 Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Polystick TU Plus Tile Underlayment Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic to the area in need of repair, followed by a minimum 6 x 6 inch patch of the Polystick material of like kind, set and hand rolled in place over the repair area. Patch laps, If needed, shall be installed in a water shedding manner. 6.4.2.6 All Polystick membranes shall be installed to ensure full contact with approved substrates. Polyglass requires a minimum of 40-lb weighted -roller or, on steep slopes, use of a stiff broom with approximately 40-lbs of load applied for the field membrane. Hand rollers are acceptable for rolling of patches, laps (min. 28 lb roller) or small areas of the roof that are not accessible to a large roller or broom. 6.4.3 For tile applications (not allowed for Polystick IR-Xe): 6.4.3.1 Reference is made to Section 6.4.2 herein in conjunction with FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Table 2 herein, using the instructions noted above as a guideline. 6.4.3.2 For nail -on tile systems over Polystick MTS, battens are required for both loading / staging of the tile and tile Installation; direct -to -deck nail -on tile applications are not permissible with Polystick MTS. Exterior Research and Design, LLC. Evaluation Report 1312060.02.09-116 Certificate of Authorization #9503 FL5259-R11 Revision 6: 12/17/2010 Page 8 of 10 TRINITY! ERD 6.5 Elastoflex S6G or S6G FR: 6.5.1 Elastoflex S6G or S6G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications, reference is made FRSA/TRI 07320/8- 05 Installation Manual, Fourth Edition, and Table 2 herein. 6.5.2 Elastoflex S6G or S6G FR shall be fully asphalt -applied to the substrates noted in Section 5.5. Side laps shall be minimum 3-inch and end -laps minimum 6-inch wide, and off set end -laps minimum 3 feet from course to course. Side and end laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately 3/8-Inch beyond the lap edge. 6.6 Polyflex G or G FR: 6.6.1 Polyflex G or G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications, reference is made FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Table 2 herein. 6.6.2 Polyflex G or G FR shall be fully asphalt -applied to the substrates noted in Section 5.5. Side laps shall be minimum 3-inch and end -laps minimum 6-inch wide, and off set end -laps 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 A maximum of 6 tiles per stack are allowed when loading tile directly onto the underlayments. Refer to the Polyglass Tile Loading Guidelines. 6.7.2 Battens and/or Counter -battens, as required by the tile manufacturer and FRSA/TRI 07320/8- 05 must be used on all roof slopes of 7:12 or greater. For roof slopes In excess of 61/4:12, precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 6.7.3 For nail -on tile systems over Polystick MTS, battens are required for both loading / staging of the tile and tile installation; direct -to -deck nail -on tile applications are not permissible with Polystick MTS. 6.7.4 The minimum cure time after installation of self -adhering membranes and before loading of roofing tiles is forty-eight (48) hours. Exterior Research and Design, LLC. Evaluation Report P12060.02.09-116 Certificate of Authorization #9503 FL5259-R11 Revision 6: 12/17/2010 Page 9 of 10 Florida Building Code OnlinF Page 1 of 2 .. _ , t 1 r CT �y •' 4 �'� ��� �.`� C l�t.0 --`, K'� Itlyl_ BCIS'Horne j Log In ; User Registration i Hot Topics Submit Surcharge Stats & Facts Publications , FBC Staff ; SOS Site Map Unks Search Product Approval �y USER: Public User �^ + �:?' Product Approval Menu > Product or Aoollcatlon Search > Application List > Application De ILE =1`=11 FL # FL6332-R2 COPY {{t¢ e 4' " Application Type Revision (?its `�T i� •'� ���'t Code Version 2007 .•, ,aa 3 ; Application Status Approved Comments !it, =_' Archlved Product Manufacturer Polyfoam Products, Inc Address/Phone/Email 11715 Boudreaux Roard Tomball, TX 77375 (954) 344-3566' rylipelkonen@mmm.com Authorized Signature Riku Yllpelkonen rylipelkonen@mmm.com Technical Representative Bob Ferrante Address/Phone/Email 10798 N.W. 53rd. Street Sunrise, FL 33351 (954) 578-1559 bob@polyfoam.cc Quality Assurance Representative Mr. Pat Donahue Address/Phone/Emall 11715 Boudreaux Road Tomball, TX 773757370 (281)350-8888 patd@polyfoam.cc Category Roofing Subcategory Roof Tile Adhesives Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Robert Nleminen developed the Evaluation Report Florida License PE-59166 Quality Assurance Entity Underwriters Laboratories Inc. Quality Assurance Contract Expiration Date 05/11/2013 Validated By John W. Knezevlch, PE Validation Checklist - Hardcopy Received Certificate of Independence FL6332 R2 COI ERD Cert of indecendence.odf Referenced Standard and Year (of Standard) Standard Year ASTM D1621 1994 ASTM D1622 1993 ASTM D1623 1978 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquanCtKft6P/`2f... 7/5/2011 Florida Building Code Online Page 2 of 2 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved ASTM D2126 1999 ASTM D2842 1994 ASTM D2856 1994 ASTM E84 2004 ASTM E96 2000 SSTD 11 1997 TAS 101 1995 Method 1 Option D 10/31/2008 11/03/2008 11/06/2008 12/10/2008 FL # Model, Number or Name. Description 6332.1 Polypro AH160 Dual component expanding polyurethane roof tile adhesive Limits of Use Installation Instructions Approved for use In HVHZ: No FL6332 R2 II er103108FINAL POIVPro AH160 FL6332- R2. df Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nleminen PE-59166 Design Pressure: +n/a/-368.0 Created by Independent Third Party: Yes Other: 1.) The design pressure limitation In this Evaluation Reports application refers to hip and ridge tiles.. Field tiles are FL6332 R2 AE er103108FINAL PolvPro designed based on overturning moment resistance. 2.) AH160 FL6332-R2.pdf Refer to ER Sections 5 and 6 for other Limitations of Use. Created by Inde endent Third Party: Yes back Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Horlda 32399-2100 (850) 487-1824, Fax (850) 414-8436 m 2000-2010 The State of Florida. All rights reserved. Product Approval Accepts: F1 ;C 2 f murlte �Irusted , http://www.floridabuilding.ori /,nr/pr_avp dtl.aspx7param=wGEVXQwtDquanCtKft6f�/o2f... 7/5/2011 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 N STREET, UNIT 13 QOTRINITYIERD 353 CHRISTIAOXFORD, CT 0 478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Polyfoam Products, Inc. Evaluation Report 02768.03.06-112 11715 Boudreaux Road FL6332-112 Tomball, TX 77375 Date of Issuance: 08/08/2008 Revision 2: 10/31/2008 SCOPE: This Evaluation Report Is issued under Rule 96-72 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. The product described herein has been designed to comply with the 2007 Florida Building Code. DESCRIPTION: Polypro® AH160 LABELING: Each unit shall bear labeling in accordance with the requirements 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. if the product changes or the referenced Quality Assurance documentation changes. TrinitylERD 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: + r- j2: The facsimile seal appearing was authorized w a by Robert Nleminen, P.E. on 10/31/2008 This does not serve as an electronically signed Robert 3.M. Nieminen P.E. '.;;�s' ��• �e;:' document. Signed, sealed hardcoples have been �'WOMaV a+• transmitted to the Product Approval Administrator and Florida Registration No. 59166, Florida DC4 ANE1983 to the named client CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, LLC. d/b/a Trinity ERD does not have, nor does it Intend to acquire or will it acquire, a financial Interest in any company manufacturing or distributing products It evaluates. 2. Exterior Research & Design, LLC. d/b/a Trinity I ERD Is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial Interest in any company manufacturing or distributing products for which the evaluation reports are being Issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial Interest in any other entity Involved In the approval process of the product. TRINITY i ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Roof Tile Adhesives Compliance Statement: Polypro® AH160, as produced by Polyfoam Products, Inc., has demonstrated compliance with the Florida Building Code through testing in accordance with the Standards set forth herein. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Sections Pronerty Standard Year 1715.2.1 Wind SSTD it 1997 2603.3 Surface Burning ASTM E84 2004 1523.6.5.2.2 Wind TAS 101 1995 1523.6.5.2.17 Compressive ASTM D1621 1994 1523.6.5.2.17 Density ASTM D1622 1993 1523.6.5.2.17 Tensile ASTM D1623 1978 1523.6.5.2.17 .Dim. Stability ASTM D2126 1999 1523.6.5.2.17 Closed Cell ASTM D2856 1994 1523.6.5.2.17 Water Absorption ASTM D2842 1994 1523.6.5.2.17 Permeance ASTM E96 2000 3. REFERENCES: Entity Examination Reference Date ICC-ES, Inc. (EVL2396) SSTD 11 Legacy Report 9822B © 2002 Miami -Dade BCCO (CER1592) Physical Properties 06-0201.02 04/13/2006 PRI (TST 5878) SSTD 11 ECM-001-02-01 09/21/2001 PRI (TST 5878) SSTD 11 PFI-006-02-01 05/09/2005 PRI (TST 5878) SSTD it PFI-006-02-02 05/09/2005 PRI (TST 5878) TAS 101 PFI-007-02-01 10/11/2005 PRI (TST 5878) SSTD 11 PFI-008-02-04 02/21/2006 PRI (TST 5878) SSTD 11 PFI-009-02-03 02/21/2006 PRI (TST 5878) SSTD it PFPI-010-02-01 12/07/2006 PRI (TST 5878) SSTD 11 PFPI-011-02-01 12/07/2006 PRI (TST 5878) SSTD 11 PFPI-012-02-01 12/07/2006 PRI (TST 5878) SSTD 11 PFPI-013-02-01 12/07/2006 PRI (TST 5878) SSTD 11 PFPI-014-02-01 12/07/2006 PRI (TST 5878) TAS 101 ECM-003-02-01 06/13/2008 PRI (TST 5878) TAS 101 ECM-004-02-01 06/13/2008 PRI (TST 5878) TAS 101 ECM-005-02-01 06/13/2008 PRI (TST 5878) TAS 101 ECM-006-02-01 06/13/2008 PRI (TST 5878) TAS 101 ECM-007-02-01 06/13/2008 PRI (TST 5878) TAS 101 ECM-008-02-01 06/13/2008 Exterior Research and Design, LLC. Evaluation Report 02768.03.06-R2 Certifleate of Authorization #9503 FL6332-R2 Revision 2: 10/31/2008 Page 2 of 6 TRINIT(1 ERD 4. PRODUCT DESCRIPTION: 4.1 Polypro@ AH160 is a dual component expanding polyurethane roof tile adhesive distributed in refillable tanks (Foampro dispensing system) or disposable packs (ProPack dispensing system). 4.2 Typical Physical Properties: Property 129 Result;� Density ASTM D1622 1.6 Ibs/f:3 Compressive Strength ASTM D1621 18 psi parallel to rise, 12 psi normal to rise Tensile Strength ASTM D1623 28 psi parallel to rise Water Absorption ASTM D2842 0.08 Ibs/ft2 Moisture Vapor Permeability ASTM E96 3.1 perm/inch Dimensional Stability ASTM D2126 +0.07% volume @ -40°F, 2 wks +6% volume @ 158OF & 100% RH, 2 wks 4.3 Ecoset@ is a three-part roof system comprised of a waterproofing underlayment, a layer of Polypro AH160 applied Insulation and Polypro@ AH160 applied roof tiles. Figure 1: Overview of Ecoset® System S. LIMITATIONS: 5.1 This Evaluation Report Is not for use in the HVHZ. 5.2 Fire classification Is not part of this evaluation. 5.3 Polypro@ AH160 can be used with Flat, low and high profile tiles or any rigid, discontinuous roof assembly having a current Florida Statewide Product Approval or approved on a local -level by the AH]. 5.4 Minimum underlayment shall be per FRSA/TRI 07320/8-05. Exterior Research and Design, LLC. Evaluation Report 02768.03.06-R2 CertlAcate ofAuthorizoUan #9503 FL6332-R2 Revision 2: 10/31/2008 Page 3 of 6 �PTRRINFYIERD 5.5 Field tiles using Polyprop AH160 are limited to projects having an Aerodynamic Uplift Moment (Ma)1 or Moment Resistance (Mr)2 not greater than the following Allowable Overturning Moment values. Refer to Polyfoam Products published installation instructions for Adhesive Paddy Placement details. c Table 1: Field Tiles In Polypro® AH160 — Overturning Moment Performance Data Tile Adhesive Paddy Placement Allowable Overturning Moment (ft-lbf) Type Profile Cla .on w. Flat- Small 36 Medium 77 Large 120 .._, 46 Du la Stacked 59 Clay or Concrete Medium Small 25 Medium 51 Large 90 Two 50 Dual Stacked 43 Clay or Concrete High Small 29 Medium 54 Large 69 Two 37 Dual Stacked 39 Clay Cap & Pan (Barrel) Large 182 Concrete Cap & Pan (Barrel) Large 127 Pizarras Samaca Slate 9" wide x 16" Ion 3 x 3 inch, 10-gram paddy 2-inches from slate head and centered on the width 62.8 5.5.1 Data in Table 1 relates to Installation over a `30/90' underlayment system, as detailed in the FRSA/TRI 07320. Alternate underlayment systems include those having met the requirements of the ICC-ES AC152. The data in Table 1 also applies to such underlayments. 5.5.2 Tile roof systems using tile types or profiles other than those listed above acquiring acceptance for use with Polypro@ AH160 shall be tested in accordance with SSTD 11 or TAS 101. For the Interdependent two -paddy method, an additional 2-to-1 margin of safety above that specified in SSTD 11 or TAS 101 shall be applied In determining the allowable overturning moment' or'attachment resistance expressed as a moment (Mf)'. 1 Determined in accordance with 2007 FBC Section 1609.5.3. 2 Determined in accordance with RAS 12Z Exterior Research and Design, LLC. Evaluation Report 02768.03.06-112 CertUlcate of Authorization #9503 FL6332-112 Revision 2: 10/31/2008 Page 4 of 6 "JT'RINI"j`( ERD 5.6 Field tiles in an Ecoset@ system are limited to projects having an Aerodynamic Uplift Moment (Ma)3 or Moment Resistance (Mr)4 not greater than the following Allowable Overturning Moment values. Refer to Polyfoam Products published Installation Instructions for Adhesive Paddy Placement details. Table 2: Field Tiles in Ecoset® System — Overturning Moment Performance Data Tile Adhesive Paddy Allowable Overturning Moment (ft-lbf) Type Profile Clay or Flat Large: 6" x 5"; 45 gram 132 Concrete Clay or Medium Large: 6" x 5"; 55 gram 75 Concrete Clay or High Large: 6" x 5"; 65 gram 93 Concrete Large Clay Cap & Pan (Barrel) Pans: One paddy, 2" x 10"; 35 gram 174 Caps: Two paddy, 1" x 10"; 17. ram Large concrete Cap & Pan (Barrel) Pan a paddy, 2" x 10"; 35 gram 171 Ca • wo dd , 1" x 10"; 17 rem 5.6.1 Data in Table 2 relates to installation of max. 4 x 4 ft, 11/4" thick "Insulfoam IX" or "Ecoset Insulating Roof Panel" (ASTM C578, Type IX expanded polystyrene with vertical vent grooves) over a '30/90' underlayment system, as detailed In the FRSA/TRI 07320. Boards are applied with the vent grooves facing the underlayment in 3-inch wide strips of Polypro AH160 at 25 grams/lineal foot spaced 12" o.c. Alternate underlayment systems include those having met the requirements of the WC -ES AC152. The data in Table 1 also applies to such underlayments. 5.6.2 Data in Table 2 relates to tile installation over 11/4" thick "Insulfoam IX" or "Ecoset Insulating Roof Panel". 5.6.3 Tile roof systems using tile types or profiles other than those listed above acquiring acceptance for use with Polypro0 AH160 shall be tested in accordance with SSTD 11 or TAS 101. For the interdependent two -paddy method, an additional 2-to-1 margin of safety above that specified In SSTD 11 or TAS 101 shall. be applied In determining the 'allowable overturning moment' or 'attachment resistance expressed as a moment (Mf)'. 3 Determined in accordance with 2007 FBC Section 1609.5.3. 4 Determined in accordance with RAS 127. Exterior Research and Design, I.I.C. Evaluation Report 02768.03.06-112 Certlf/cate of Authodzatlon #9503 121.6332-112 Revision 2: 10/31/2008 Page 5 of 6 TRINIIY I ERD 5.7 Hip and ridge tiles using Polypro@ AH160 are limited to projects having hip/ridge design pressure requirements-5 not greater than the following values. Refer to Polyfoam Products published installation instructions for Adhesive Paddy Placement details. C Table 2: Hip & Ridge Tiles In Polypro@ AH160 - Uplift Resistance Performance Data Tile Substrate Attachment Method MDP (psf) Interdependent: Clay or Concrete 2x PT ridge board Head: One (1) #10 x 21/2" screw 183 Tile Overlap: 1 x 6 inch (10.5 gram) AH160 Clay or Concrete 2x PT ridge board Independent: Continuous Paddy, AH160 190 Clay or Concrete Metal frame with Inde eenndent: 226 4-inch flange Continuous Paddy, AH160 East Coast Metals Interde ems: Concrete Trim Lock Tile -to -metal, 3" from tile head: 2 x 4 inch, 9.7 g 103 Tile -to -tile at 3" headlap: 4 x 2 inch, 9.7 g East Coast Metals Interdependent: Clay Trim Lock Tile -to -metal, 3" from tile head: 2 x 4 Inch, 9.7 g 140 Tile -to -tile at 3' headlap: 4 x 2 inch, 9.7 g (Goncrete��� East Coast Metals Independent: 197 user- Trim Lock Tile -to -metal, centered along tile: 2 x 7 inch, 38 g ClayEast Coast Metals Inde ep ndent: 368 Trim Lock Tile -to -metal, centered along tile: 2 x 7 Inch, 38 g 6. INSTALLATION: 6.1 Polypro@ AH160, the tile roof assembly and the Ecoset@ system shall be installed in accordance with FRSA/TRI 07320/8-05 and Polyfoam Products, Inc. published installation instructions, subject to the limitations outlined In Section 5. 6.2 Hip and ridge boards shall be installed In accordance with the FRSA/TRI 07320/8-05. Hip and ridge metal shall be installed In accordance with the manufacturer's Florida Product Approval. 6.3 Installation shall be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. 7. LABELING: All Polypro AH160 containers shall comply with the Standard Conditions listed herein. S. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction In order to properly evaluate the Installation of this product. 9. QUALITY ASSURANCE ENTITY: Underwriters Laboratories, Inc. - QUA1743 - END OF EVALUATION REPORT - s Determined In accordance with FRSA/TRI 07320 Tables 2A through 2D and 3A through 3D. Exterior Research and Design, LLC. Evaluation Report 02768.03.06-112 Certificate ofAuthorfzatlon #9S03 FL6332-112 Revision 2: 10/31/2008 Page 6 of 6 Florida Building Code Onl; Page 1 of 2 4� fFs'4s'�'x'a5, -,, �va� a`����•'r-�' ✓ (t((,� ,s3�y9 c' . 1 E e ��{�+,ft�� Ii ���. ';.. BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval USER: Public User K&L "TfLa•�R+ rr. . Product Aooroval Menu > Product or Aoplication Search > Application List > Application Detail Y¢ FL # FL5374-R2 Appllcatlon Type Code Version Revision 2007 Appllcatlon Status Approved Comments ���''-;9`F,.746. Archived Product Manufacturer East Coast Metals, Inc. Me6l Address/Phone/Email 2301 West 8 Lane nlct ( Hialeah, FL 33010 C '(305) 885-9991 , R tcastellanos@eastcoast-metals.com Authorized Signature Tom Castellanos v� tcastellanos@eastcoast-metals.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Tom Castellanos 2301 West 8 Lane Hialeah, FL 33010 (305)885-9991 tcastellanos@eastcoast-metals.com Howard Callender Jr. 2301 West 8 Lane Hialeah, FL 33010 (305)885-9991 hcailender@eastcoast-metals.com Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing.System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Robert Nieminen PE-59166 Architectural Testing, Inc. 12/31/2011 John W. Knezevlch, PE Validation Checklist - Hardcopy Received FL5374 R2 COI Trinity ERD CI - Nieminen.odf Standard FRSA/TRI07320/8 RAS 118 RAS 119 RAS 120 Year 2005 1995 1995 1995 Florida Building Code OnliO /I _ % Page 2 of 2 TAS 101 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D 1995 Date Submitted 10/28/2010 Date Validated 11/01/2010 Date Pending FBC Approval 11/04/2010 Date Approved 12/07/2010 isuml-mart' of Products��^-- FL # Model, Number or Name Description 5374.1 East Coast Metals Channel Metals Preformed metal channels designed for use as a hip & ridge base to which roof tiles are bonded. Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL5374 R2 II er110110FINAL ECM Trim Lock FL5374- R2.1)df Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5.1 for HVHZ and ER Section Evaluation Reports 5.2 for non-HVHZ jurisdictions. FL5374 R2 AE er110110FINAL ECM Trim Lock FL5374-R2.odf Created by Independent Third Party: Yes Back Next Department o/Community Affairs Florida Building Code Online Codes and Standards 2555 5humard Oak Boulevard Tallahassee, Florida 31399-2100 (850) 487-1824, Fax (850) 414-8436 © 2000-2010 The State of Florida. All rights reserved. Privacy Statement I copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: 12: �ccuritv.w raw' N�. �d 11.1.1. \-I TRINITY EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 ERD 353 CHRISTIA I OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT East Coast Metals, Inc. 2301 West 8 Lane Hialeah, FL 33010 Evaluation Report E10240.08.08-R2 FL5374-R2 Date of Issuance: 09/03/2008 Revision 2: 11/01/2010 SCOPE: This Evaluation Report is issued under Rule 913-72 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 been designed to comply with the 2007 Florida Building Code. DESCRIPTION: East Coast Metals Channel Metals LABELING: Each unit shall bear labeling in accordance with the requirements 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. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD 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 "TrinitylERD 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 7. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nleminen, P.E. on 11/01/2010 This does not serve as an electronically signed document. Signed, sealed hardcoples have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial Interest in any company manufacturing or distributing products It evaluates. 2. TrinitylERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nleminen, P.E. does not have nor will acquire, a financial Interest In any company manufacturing or distributing products for which the evaluation reports are being Issued. 4. Robert Nleminen, P.E. does not have, nor will acquire, a financial Interest in any other entity Involved in the approval process of the product. i JT"'RINITY I ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Roofing Accessories that are an Integral Part of the Roofing System Compliance Statement: East Coast Metals Channel Metals, as produced by East Coast Metals, have demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1523.6.5.2.2 Static Uplift Resistance TAS 101 1995 3. REFERENCES: Entity Examination Reference Date Florida TEC (TST7393) TAS 101 S10-628R 10/27/2010 PRI(TST5878) TAS 101 ECM-001-02-01 09/21/2001 PRI (TST5878) TAS 101 ECM-003-02-01 06/13/2008 PRI(TST5878) TAS 101 ECM-004-02-01 06/13/2008 PRI(TST5878) TAS 101 ECM-005-02-01 06/13/2008 PRI(TST5878) TAS 101 ECM-006-02-01 06/13/2008 PRI(TST5878) TAS 101 ECM-007-02-01 06/13/2008 PRI(TST5878) TAS 101 ECM-008-02-01 06/13/2008 Florida Building Code Attachment Requirements FRSA/TRI 07320/8-05 08/2005 Florida Building Code - HVHZ Attachment Requirements RAS 118, 119 and 120 1995 East Coast Metals Metal Quality Mill Certifications Various Architectural Testing (QUA1844) Quality Control Participation Letter Exp. 12/31/2011 ,,./4.oc_,., PRODUCT DESCRIPTION: 4.1 Hip & Ridge Channel Metal: Pre-forr metal channel designed for use as a hip ridge base to which roof tiles are bondec FBC Approved roof tile adhesive. Hip & Ridge Channel Metal is available in 1 3/8-inch (± 3/8-inch) length by 2.5, 3, 3.5 5, 6 or 7-inch (± 3/8-inch) heights with inch (± 1/16-inch) deck -flanges. Exterior Research and Design, LLC. Cert/flcate of Authorization #9503 Evaluation Report E10240.08.08-R2 FL5374-R2 Revision 2: 11/01/2010 Page 2 of 7 `'I TRINITY' ERD 4.2 Trim Lock Channel Metal: Pre -formed metal channel designed for use as a hip and ridge base to which roof tiles are bonded in FBC Approved roof tile adhesive. Trim Lock Channel Metal is characterized by its profiled and perforated upper horizontal flange designed to receive and allow for interlock with the overlying tile adhesive. Trim Lock Channel Metal is available in 119- 3/8-inch (± 3/8") length by 3, 3.5, 4, 5 or 6- inch (± 3/8-inch) heights with 1.5-inch (± 1/16-inch) deck -flanges. 4.2 Trim Lock Plus Channel Metal: Pre -formed metal channel designed for use as a hip and ridge base to which roof tiles are bonded in FBC Approved roof the adhesive. Trim Lock Plus Channel Metal is characterized by its profiled and perforated upper horizontal flange designed to receive and allow for interlock with the overlying tile adhesive and its perforated deck flanges, designed for installation atop the roof underlayment via placement in Polyset AH160 adhesive, which flows -through and interlocks with the underlying adhesive. Trim Lock Plus Channel Metal is available in 119-3/8-inch (± 3/8") length by 3, 3.5, 4, 5 or 6-inch (± 3/8-inch) heights with 1.5-inch (± 1/16-inch) deck -flanges. 4.4 East Coast Metals Channel Metals are fabricated of the following metals: ➢ Galvanized Steel: Min. 0.019 ± 0.002-inch, ASTM A653 (G-90), min. 33 KSI. ➢ Galvalume Steel: Min. 0.019 ± 0.002-inch, ASTM A792, AZ55, min. 35 KSI. ➢ Aluminum: Min. 0.032 ± 0.002-inch, ASTM B209, 3003-1-114, min. 21 KSI. ➢ Stainless Steel: Min. 0.019 ± 0.002-inch, ASTM A240/A480, T304, min. 35 KSI. Exterior Research and Design, LLC. Evaluation Report E10240.08.08-112 Certiflcate of Authorization #9503 FL5374-112 Revision 2: 11/01/2010 Page 3 of 7 1 TRINITY ERD 5.2 FOR NON-HVHZ JURISDICTIONS: 5.2.1 For Hip & Ridge Channel Metal or Trim Lock Channel Metal, refer to "Instructions for Hip and Ridge Attachment" sections of the FRSA/TRI 07320/8-05. For Trim Lock Plus Channel Metal, refer to the installation instructions herein 5.2.2 For non-HVHZ, installations are limited to projects having hip/ridge design pressure requirements2 not greater than the following values. Refer to the tile adhesive manufacturer's published installation instructions for Adhesive Paddy Placement details. ➢ "Interdependent" paddy placement means each individual tile is bonded to the Channel Metal in a foam paddy, and a second foam paddy bonds the tile head lap, or two tiles are bonded to the Channel Metal using a single foam paddy. ➢ "Independent" paddy placement means each individual tile is bonded to the Channel Metal in its own, single foam paddy; tile head laps are not bonded. Table 2A: Performance Limitations — non-HVHZ - Maximum Design Pressure — (psf) Interdependent Foam -Paddy Placement Channel Foam Foam Paddy Information MDP Approx. Approx. Wt Placement Type Tile Type Adhesive (psf) Size (inch) (grams) Polyset 2 x 4 9.7 Tile -to -metal, 3" from tile head Concrete Af160-4 103 4 x 2 9.7 Tile -to -tile at 3" tile headlap Trim Lock Polyset 2 x 4 6.0 Tile -to -metal, 3" from tile head 4 x 1 4.7 Tile -to -tile at 3" the headlap Channel ONE 100 Polyset 2 x 4 9.7 Tile -to -metal, 3" from tile head Metal 4 x 2 9.7 Tile -to -tile at 3" the headlap Clay AH160 140 Polyset 2 x 4 6.0 Tile -to -metal, 3" from tile head ONE 105 4 x 1 4.7 Tile -to -tile at 3" the headlap Table 213: Performance Limitations — non-HVHZ - Maximum Design Pressure — (psf) Independent Paddy Placement Channel Foam Foam Paddy Information MDP Approx. Approx. Wt Placement Type Tile Type Adhesive. (psf) Size (inch) (grams) Hip & Ridge Polyset Tile -to -metal, shared paddy starting 4-inch below the Channel Concrete AH160 2 x 8 Min. 30 head of the 1" course and ending 4-inch beyond the 169 Metal tail of the overlapping tile 2 x 7 Min. 38 Tile -to -metal, centered along tile length 197 Concrete Polyset Two at Min. 15 One 2x7 paddy or continuous 2-inch wide bead to Trim Lock AH160 Min 2 x 7 each metal, one 2x7 paddy to tile underside, centered along 140 tile length sandwiched together Channel 2 x 7 Min. 38 Tile -to -metal, centered along tile length 368 Metal Two at Min. 15 One 20 paddy or continuous 2-inch wide bead to Clay Polyset AH160 Min 2 x 7 each metal, one 20 paddy to tile underside, centered along 181 tile length sandwiched together Polyset Two at Min. 15 One 20 paddy or continuous 2-inch wide bead to Trim Lock Concrete AH160 Min 2 x 7 each metal, one 20 paddy to tile underside, centered along 140 Plus tile length sandwiched together Channel Polyset Two Min. 15 One 2x7 paddy or continuous 2-inch wide bead to Metal Clay AH160 x 7 Min 2 x each metal, one 20 paddy to tile underside, centered along 181 tile length sandwiched together 2 Determined in accordance with FRSA/7Rl 07320 Tables 2A through 2D and 3A through 3D. Exterior Research and Design, LLC. Evaluation Report E10240.08.08-R2 CertlAcate of Authorization #9503 FL5374-112 Revision 2: 11/01/2010 Page 5 of 7 QfTRINITY!ERD 6. INSTALLATION: 6.1 The roof deck shall be minimum 15/32-inch plywood (non-HVHZ) or minimum 19/32-inch plywood (HVHZ) attached in accordance with FBC Chapter 23 to the satisfaction of the AHJ. 6.2 Hip & Ridge Channel Metal and Trim Lock Channel Metal shall be installed using min. 11 ga. x 11/4-inch long x 3/8-inch head diameter galvanized annular ring shank nails spaced 6-inch o.c. along both deck -flanges. Fasteners shall be positioned 3/4-inch from the outside edge of each deck -flange, set in a bed plastic roof cement. For FBC HVHZ, refer to FBC RAS 118, Drawing 13, Detail 3; RAS 119, Drawing 12, Detail 3; or RAS 120, Drawing 15, Detail 3. 6.3 Trim Lock Plus Channel Metal shall be installed atop the Approved roof underlayment in continuous 2-inch wide ribbons of Polyset AH160 centered beneath each 1.5-inch wide deck flange, approximately 16 grams/ft. Place the Trim Lock Plus Channel Metal into the wet adhesive and allow to set prior to installation of roof tiles. View of Polyset AH160 Placement for Trim Lock Plus Channel Metal Installation 6.3.1 It is critical that the bond between the Trim Lock Plus Channel Metal, the Polyset AH160 and the underlayment is not disturbed prior to or during placement of the ridge tiles. 6.3.2 Approved underlayments are the codified '30/90' system or other FBC Approved roof underlayments listing approved use of Polyset AH160. Exterior Research and Design, LLC. Evaluation Report E10240.08.08-R2 Certlflcate of Authorization #9503 FL5374-R2 Revision 2: 11/01/2010 Page 6 of 7 9 7. S. 9. (` N( } "I TRINITY ERA 6.4 The shall a insta�Jed atop the Channel Metal m actor ttc with the the adhesive manufa rer's Approved, published installation instructions, subj s to the limitations outlin in Section 5 herein. When using Polyfoam Products' tile adhesive, he hip/ridge tile inst ation shall result.'in minimum 30 square inches of contact area on the u erside of the till as measured 3-inch down from the head of the tile to the tile overlap. Th exposed e ges shall be packed an�d� -:painted witWAppr-oved�mortar or weather blocking ad iv in ccordance with FRSA/�TR`I 073:2'0%8-'_05`or`RAS-118 RAS_J1219, RAS 120 requirements. i, f1o.. e.: - Hip / Ridge Tile j Nile Adhesive '. — ;Trim�Lock Plus Mortar or�"Weather Block Adhesive Polyset Aff 160 View of Trim U ck Plus Channel�Metal Installation after Weather Blocked ram" 6.4.1 Channel Metal sha a free of dust di bris; oils or other bondxbre k g subst ce prior to placement of adhesive. �— u.�•-=•-u 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 named QA entity for manufacturing facilities covered by F.A.C. Rule 9B-72 QA requirements. QUALITY ASSURANCE ENTITY: Architectural Testing, Inc. - QUA1844 (717)764-7700 Exterior Research and Design, LLC. CertNJeate of Authorization #9503 - END OF EVALUATION REPORT - Evaluation Report E10240.08.08-R2 FL5374-R2 Revision 2: 11/01/2010 Page 7 of 7 Florida Building Code Cinly� 1 ) Page 1 of 1 t.�i b•3vyY}''.�*`j�'"M tv r{}fr ��. } ri` T k '� i nor gi' r7} �` x»r}{-•� ��I�i' f� L� J � � {�'��J�.�`�.� �,il •'r i h!{r �r r ? � t� ��-S L��L Ct4 �i ' tyw �.r I � r •'�� -t� z rx k: 6 sa. ,(F 14 ; jW,��. �`�r����_` ��b��'•/�'F.tya,�'°a--�_ ."•"Jr._s+�,' BCIS Home Log In j User Registration Hot Topics Submit Surcharge ! Stats & Facts Publications FBC Staff : BCIS Site Map Links Search ) Product Approval USER: Public User Product Approval Menu > _Product or Application Search > Application List Lam" Y� •. Search Criteria ................... ._... _........ ---- — ............ ..... _..... ................ ._...._.._..__.._ Refine Search Code Version 2007 FL# ALL Application Type ALL Product Manufacturer Quikrete Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL (Search Results - Applications FL# 11ype Manufacturer Validated By Status FL2475 R3 His orCategory: "�Subcategory: Quikrete Roofing Roof Tile Adhesives Miami -Dade 13CCO - VAL (786) 31S-2590 Approved *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 © 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: El M FL'Cll rlt(2� Tru�led v.�uvr For t_--.//------. 0--:-3-I-. :1.1:-----/--/-- ....— 1„+ „--- 4/1 *1/1)()1 1 Florida Building Code Onlij,\ - b�i Paae 1 of 2 5�',�v� � p } v' YI fir+ x '� �•N'e �,7+'f �L %��� �>q, A'r�` t.� ��xl���yf z � `<` e T� ��.`3f (^ fry y)' }r}i}f- y fm:fal Ii � � �!a P-av c xr..$ 1 it�'•ti'�% / �, s �s � -..� , � �-�.s�" I: "s-, 4 � I; ..i t'� �, � ? � � t�� t� F �h l o- ?gl��fi•ro Ng y5*a�2 2�` nxt �`I�n apt �' +i ''.:... _.,..n!%,�° �.i to ` r�—rM�i7� �� "-9E Us�t•'SR�i¢{Y.db��F^}.''..i�LXA.�LYf i':,i..illl:.FAfP.lti� 7 t BCIS Home Log In I User Registration Hot Topics Submit Surcharge ; Stats & Facts Publications FBC Staff BCIS Site Map Links Search p6a;4rA-Tr�- T;Product Approval USER: Public User Product Approval Menu > Product or Application Search > Auolicaflon List > Application Detail T!7 1 FL # FL2475-R3 ' Application Type Code Version Revision µ . �z) 2007 Application Status Approved Comments Archlved Product Manufacturer Qulkrete Address/Phone/Email One Securities Centre Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By 3490 Piedmont Road NE, Suite 1300 Atlanta, GA 30305 (404)926-3118 jspahn@quikrete.com Joe Spahn jspahn@quikrete.com Amanda Wollnick 500 Marathon Pkwy. Lawrenceville, GA 30045 (404)926-3130 AWollnick@qulkrete.com Amanda Wollnick 500 Marathon Pkwy. Lawrenceville, GA 30045 (404)926-3130 AWollnick@quikrete.com Roofing Roof Tile Adhesives Certification Mark or Listing Mlaml-Dade BCCO - CER Mlami-Dade BCCO - VAL Standard Year ASTM C495-99 1999 ASTM C91-03 2003 TAS 101-95 1995 TAS 123-95 1995 1 .. // !1 • 1 1 •1 1• / / 1i1 fl llT<><)ll .T !'1r !1••lA//11 TT //1A /Il /�� 1 Florida Building Code Onlin,�~l 1 Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option A 08/16/2010 08/27/2010 09/08/2010 10/13/2010 Summary of Products FL # Model, Number or Name Description 2475.1 Roof Tile Mortar FL-15 Preblended Type M masonry mortar that provides excellent adhesion for flat, low, and high profile roof tiles. i Limits of Use Certification Agency Certificate j Approved for use in HVHZ: Yes FL2475 R3 C CAC Roof Tile Mortar FL-15 Miami Dade NOA 09-1103.04 Exo. 11-06-14.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 11/06/2014 Other: Can be used in HVHZ - NOA #09-1103.04. Installation Instructions Please reference QUIKRETE Roof Tile Mortar FL-15 Data FL2475 R3 II Ouikrete Roof Tile Mortar FL-15 Miami Dade NOA 09-1103.04 Exo. 11-06-14.1)df Sheet for additional information. Verified By: Miami -Dade BCCO - CER i Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Bach Next Department of Community Affairs Florida Building Code Online Codes and Standards 1555 Shumard Oak Boulevard Tallahassee, Florlda 31399-1100 (850) 487-1814, Fax (850) 414-8436 © 2000-2010 The State of Florida. All rights reserved. Privacv Statement I Copyright Statement I Accessibility Statement I Plug -In Software I Customer Service Survey I Contact Us Product Approval Accepts: raga ® oChH --un securft 1{I.;1llltis' Trusted IMF, t,«+..//...,.,.1.1-,•;A.1.... lA;nrr nrrr/nr/nr nnn r-itl acr�v7r�aram=«.r(`T>~��xn,�.rrnr,�rs�RiZo/7hF� �/1�/7{lj 1 pMpIIA�AM�II-QADE 11:L'1J�J BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE I Quikrete-Miami 13390 NW 113th Avenue Road Medley, FL. 33178 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Quikrete Rooftile Mortar —FL-15 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERADNATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 renews and revises NOA # 08-0729.12 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. i NOA No 09-1103.04 Expiration Date: 11/06/14 Approval Date: 08/04/10 Page 1 of 6 ROOFING COMPONENT APPROVAL: Category: Roofing Sub -Category: Roof Tile Adhesives Material: Cement Deck Type: Wood Maximum Design Pressure N/A 1. SCOPE This approves Quikrete® Roof Tile Mortar FL-15, as manufactured Quikrete-Miami described in Section 2 of this Notice of Acceptance. 2. PRODUCT DESCRIPTION Manufactured by Product Applicant Dimensions Description Quikrete® Roof Tile N/A Premixed prebagged roof tile mortar for Mortar FL-15 used with approved roof tile in accordance with RAS 120 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 Field uplift testing shall be performed, in accordance with the test procedures set forth in Roofing Application Standard RAS 106. Testing shall be performed not prior to 28 days after installation. 3.3 Quikrete® Roof Tile Mortar FL — 15 shall be placed in a, 5" x 12" pad at time of application. The mortar pad placement shall be in accordance with the 'Placement Details' provided herein. Each generic tile profile requires a specific placement, (see Placement Detail listed herein). 3.4 Quikrete® Roof Tile Mortar FL - 15 shall be applied in accordance with Quikrete Construction Products Specifications. 3.5 Tile must be applied within 5 minutes of the application of Quikrete® Roof Tile Mortar. FL-15. 3.6. Refer to Tile manufacturer's Miami -Dade County Product Control Notice of Acceptance for system approvals. NOA No 00-1103.04 Expiration Date: 11/06/14 MIAMMADE COUNTY Approval Date: 08/04/10 2 2 :' ' Page 2 of 6 4. TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Product Test Criteria Product Description Manufacturer Underlayments TAS 103 & All Miami -Dade County Component Approved Any Miami -Dade County TAS 104 products as detailed in RAS 120 Approved Products Roof Tile TAS 101 All roof tile systems having tested in Miami -Dade County compliance with TAS 101, as detailed in the Approved Roof Tile Products systems section of this Component Approval 5. EVIDENCE SUBMITTED: Test Asencv Test Identifier Test Name/Report Date Center for Applied Metro Dade Protocol Engineering TAS 101 Florida Testing ASTM C 91 and Engineering, Inc. Type M PRI Construction TAS 123 QKT-003-02-01 10/15/09 Materials Technologies 6. MANUFACTURING LOCATION(S): 1. Miami, FL. 2. Lakeland, FL. 3. Jacksonville, FL. Typical Physical Properties Pro e Test Typical Results Density ASTMC 495 40-55 lbs./cf Compressive ASTM C 495 650-500 psi @ 14 days Strength Drying / Shinkage ASTM C 157 0.20 5 to 0.45% @ 180 days Thermal ASTM C 177 0.16 to 0.20% @ 40-50 lbs/cf Conductivity Note:The physical properties listed above are presented at typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing. variation. NOA No 09-1103.04 Expiration Date: 11/06/14 MIAMMADECOUNTY Approval Date: 08/04/10 �• Page 3 of 6 7..:. 7.1 Quikrete6Roof, Tile Mortar FL -1 S and its. components shall be.:: installed in strict compliance with Roofing Application Standard RAS 120. 7.2 Mortar placement shall be in accordance with the placement detail specified below. 8. LABELING 81. All bags shall be permanent ly.labeled.with tli8 manufacturer's name and/or logo; and . the following `s'tatement: "Miami Dade County Product Control Approved" or the .Miami -Dade County Product ;Control%Seal as`.shown below. QMIAMI-DADECOUNTY 9. BUILDING PERMIT REQUIREMENTS 9.1 ' Any documents required by the Building Official or applicable Building Code in . order to properly evaluate the installation of this system. NOA No 09-1103.04 xpiration-Date:.11/06/1-4 MIAM�MRE COUNWO Approval-Date:-08/04/10- _._.__._.._...-.g,z:l_._5Page4.of,6. - PLACEMENT DETAIL "A" NAIL HERE THROUGH PLASTIC ROOF CEMENT (WHEN ADDITIONAL :'.10' MASON TROWEL NAILING NAILING IS REQUIRED BY CODE) FULL OF MORTAR 90N MINERAL SURFACE ROOFING FELT .• , , „ , .. .. �'` APPROVED ' NOA No 09-1103.04 Expiration Date: 11/06/14 Approval Date: 08/04/10 Page 5 of 6 PLACEMENT DETAIL "Bil NOTES MDMTAR CONTACT 13 ..DE WITH 3 TILES. MOTE. MORTAR SMALL NOT REACH D"To THE HEAD Dr TILE I . PA... ...\ DR UNTO UNDCRLDCK OF DJACENT TILL. I. H w^n Or THE TILE 2. THE UN-RLD.9 SIDE M THE UNDERSIDE or a- NAscm THE rILCDCIGNSCT HEABLAP TYPE TROWEL . I FULL NAIL HERO THROUGH PLASTIC •R ROOF CEMENT CWHEN ADDKTIONA1_ NAILING IS REQUIRED BY CODE) 90. MINERAL SURFACE ROOFING FELT ETAL CAVE DRIP, T3Le" FASCIA BDARD—� .11, \-- BARGE BOARD END OF THIS ACCEPTANCE .AVCUT HALF TYLE — FLAT TILE NOA No 09-1103.04 Expiration Date: 11/06/14 Approval Date: 08/04/10 Page 6 of 6 FRSA/TRI Model Tile Guidelines — August 2005 CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL C�Q c Florida Roofing, Sheet Metal and Air Conditioning Contractors Association, Inc. Tile Roofing Institute 40MTILE ROOFING 1 N S T I T U T E ©. Copyright 2001 by FL Roofing, Sheet Metal and A/C Contractors Assoc. & Tile Roofing Institute i ( t 1 FRSA/TRI Model Tile Guidelines — August 2005 PREFACE In January, 1987, the Roof Tile Committee of the FRSA/NTRMA was commissioned to develop and write consensus guidelines for the installation of concrete and clay roof tiles. Recently, the National Tile Roofing Manufacturers Association (NTRMA) changed its name to Tile Roofing Institute. The consensus document process included meetings over a period of eighteen (18) years, made up of roofing contractors, manufacturers, suppliers, academia, roofing consultants, and engineers. These guidelines were approved by a consensus vote of participating members. These guidelines are updated or reaffirmed by the same process at intervals not exceeding three (3) years. These guidelines were developed to summarize for the designer, applicator or developer good roofing practice and industry guidelines for the installation of the mechanically -set and mortar/ adhesive -set tiles, which have been developed over a period of time from actual trade practice and the requirements of various building code agencies. These guidelines may not be applicable in all geographical areas. It is the responsibility of those individuals who are referring to these guidelines to independently research and determine which is best for their particular project. Accordingly, the Florida Roofing, Sheet Metal and Air Conditioning Contractors Association and the Tile Roofing Institute and their members expressly disclaim any express or implied warranties or any liability for any damages or loss that might be incurred as a result of the use of these guidelines. FRSA/TRI Model Tile Guidelines —August 2005 STANDARDS This document incorporates by reference the following specifications and standards: APA PS 1 Construction and Industrial Plywood ASTM A 90 Standard Test Method for Weight (Mass) of Coating on Iron and Steel Articles with Zinc or Zinc -Alloy Coatings ASTM A 653 Standard Specification for General Requirements for Steel Sheet, Zinc -Coated (Galvanized) by the Hot -Dip Process ASTM A 641 Standard Specification for Zinc -Coated (Galvanized) Carbon Steel Wire ASTM C 91 Standard Specification for Masonry Cement ASTM C 144 Standard Specification for Aggregate for Masonry Mortar ASTM C 150 Standard Specification for Portland Cement ASTM C 270 Standard Specification for Mortar for Unit Masonry ASTM C 332 Standard Specification for Lightweight Aggregates for Insulating Concrete ASTM C 1167 Standard Specification for Clay Roof Tiles ASTM C 1492 Standard Specification for Concrete Roof Tiles ASTM D 226 Standard Specification for Asphalt -Saturated Organic Felt Used in Roofing and Waterproofing(Organic Felt) with Mineral Granules ASTM D 312 Standard Specification'- for Asphalt Used in Roofing ASTM D 1056 Standard Specification for Flexible Cellular Materials - Sponge or Expanded Rubber ASTM D 1621 Standard Test Method for Compressive Properties of Rigid Cellular Plastics ASTM D 1622 Standard Test Method for Apparent Density of Rigid Cellular Plastics ASTM D 1623 Standard Test Method for Tensile and Tensile Adhesion Properties of Rigid Cellular Plastics ASTM D 2126 Standard Test Method for Response of Rigid Cellular Plastics to Thermal and Humid Aging ASTM D 2842 Standard Test Method for Water Absorption of Rigid Cellular Plastics ASTM D 2626 Standard Specification for Asphalt -Saturated and Coated Organic Felt Base Sheet Used in Roofing ASTM D 2856 Standard Test Method for Open Cell Content of Rigid Cellular Plastics by the Air Pycnometer ASTM D 3019 Standard Specification for Lap Cement Used with Asphalt Roll Roofing ASTM D 3498 Standard Specification for Adhesives for Field -Gluing Plywood to Lumber Framing for Floor Systems ASTM D 4586 Standard Specification for Asphalt Roof Cement, Asbestos -Free ASTM D 6162 Standard Specification for SBS Polyester and Glass Fiber Reinforcement Mat ASTM D 6163 Standard Specification for SBS with Glass Fiber Reinforcement Mat ASTM D 6164 Standard Specification for Polyester Reinforcement Mat ASTM D 6380 Standard Specification for Asphalt Roll Roofing ASTM E 84 Standard for Surface Burning Characteristics of Building Materials ASTM E 96 Standard Test Methods for Water Vapor Transmission of Materials ASTM E 108 Standard for Fire Tests of Roof Coverings AWPI C 2 Standard for Lumber, Timber, Bridge Ties and Mine Ties - Preservative Treatment by Pressure Processes F.S. QQ-L- Federal Specification for Sheet Lead 201-F, Grade B or C FRSA/TRI Model Tile Guidelines — August 2005 PARTICIPATING TILE ROOFING INSTITUTE MEMBERS: ALTUSA COMA CAST CORP. ENTEGRA SALES, INC. DOW CHEMICAL LUDOWICI ROOF TILE, INC. MCA CLAY ROOF TILE MONIERLIFETILE HANSON ROOF TILE POLYFOAM PRODUCTS, INC. QUIK DRIVE USA, INC. RINKER CEMENT CO. U.S. TILE CO. VANDE HEY - RALEIGH MFG., INC. WESTILE ROOFING PRODUCTS iv FRSA/TRI Model Tile Guidelines — August 2005 ACKNOWLEDGMENT'S The FRSA/TRI acknowledges the devoted efforts of the joint Task Force of the FRSA/TRI. This group is comprised of roofing contractors, manufacturers, suppliers, academia, roofing consultants, and engineers. This Manual was prepared through the consensus guidelines process. The following individuals served on the Task Force: Dale Adams Michael Gustafson Bob Purdy W.L. Albritton Greg Hageman Gary Register Craig Anderson Mike Harak Robert Ruiz Daniel Bernal Paul Hayes Chris Schulte Richard Beymer Bob Hightower Walter Scott Bill Bieler Robbie Hightower David Shewski Earl Blank Bob Hilson Robert Shluzas Brad Bowen, III Jim Horton Alvin J. Singleton Ted Bowers John Hosford, III David Snyder Charles Breslauer Lew Howell Robert Shluzas Jack Brown Mark Howland Mike Silvers Joe Bruckner Terry Johnson Loyal Slechta Bill Bryans Richard Kaspar Phil Spake Joseph Byrne Les Knopf Tom Stanley John Campbell Rob Kornahrens Cris Starr Randall Carney Barbara Lamb Dave Stephens Danny Carson Robert Leslie Marvin Stokoe Bryan Cassell Deborah Liftig Cliff Stutts Jim Cheshire Scott Lelling Bob Sutphin Billy Cone Sean Lilly Morris Swope Jack Craig Brent Lloyd Doug Tait Paul Croushore Burt Logan Gary Thomas Eddie Currier Stuart Lyons Milton E. Thompson Forest Dean Bruce Manson Bill Tucker Clyde Denning Sam Mattina Gary Vogt George Desiderio John Mayo Gary Waldrep S. Anthony DeVito Bob McDonald Tim Wallace Les Dickson Ted McGee Kevin Watson Rick Divins Fernando Mendez I{eith Wesche Jody Dove Manny Mendez Bob Whatley Drew Duncan Walt Millet Andy Wieland Mike Duskin Brad Molter David Williams Ed Engelmeier Reese Moody Gerry Williams Robert Ethridge Hans Mordrin Anthony Wilson David Faulkner Greg Motter Carol Youmans Bob Ferrante Dave Noel Joe Zambruski Barbara Fleck David Packard Mark Zirzow Mike Fulton Richard Pepin Herbert Frank George Peterson Thomas C. Gans Gregory Pierce Charles Goldsmith Bob Pike Les Gory Arturo Posada FRSA/TRI Model Tile Guidelines - August 2005 TABLE OF CONTENTS Page SYSTEM ONE Unsealed or sealed underlayment system using preformed metal flashings with edge returns. 1 Tiles are applied over the underlayment with mechanical fasteners to the deck with or without horizontal battens. QUICK REFERENCE CHART - TABLE 1 2 PART I - GENERAL 1.01 Related Work Elsewhere 3 1.02 Quality Assurance 3 1.03 Submittals 3 1.04 Product Delivery, Storage and Handling 3 1.05 Job Conditions 3 1.06 Warranty 3 PART II - PRODUCTS 2.00 Disclaimer Notice 4 2.01 Roof Tile 4 2.02 Asphalt Saturated Roofing Underlayments 4 2.03 Membranes 4 2.04 Fasteners 4 2.05 Metal Flashings 5 2.06 Asphaltic Adhesive 5 2.07 Adhesive/Sealants 5 2.08 Mortar 5 2.09 Eave Closure 5 2.10 Coatings 5 2.11 Sheathing 5 PART III - EXECUTION 3.01 Inspection 6 3.02 Underlayment Application 6 3.03 Drip Edge Metal 8 3.04 Gable Treatment 8 3.05 Valleys (underlayment) 9 3.06 Valley Termination onto Roof Plane 11 3.07 Flashing and Counter Flashings at Wall Abutments 11 3.08 Head and Apron Flashing 12 3.09 Standard Curb Mounted Skylights, Chimneys, Etc. 14 3.10 Pipes, Turbines, Vents, Etc. 15 3.11 Batten Installation 16 3.12 Tile Installation 17 3.13 Flat / Low, Medium and High Profile Tile 19 3.14 Valleys (Tiles) 20 3.15 Hip Starter 21 3.16 Hip and Ridge Installation 21 A 1 T� FRSAITRI Model Tile Guidelines — August 2005 System Four Adhesive -Set Tile Guidelines Underlayment Option `B" NOTE: The following table provides the contractor with the choices available for underlayment systems. These systems can only be used on pitches designated in the table below: Slope of Roof Direct Deck Choice of Underlayments Plastic or Compatible Cement at Fasteners Penetrating e sts Reference 2": 12" and Direct 1. Hot Mop No.30 or No.43/90# Organic or Required 3.02A greater Deck Modified Cap Sheet 2": 12" and Direct 2. Cold Process No.30 or No.43/90# Required 3.02B greater Deck Or anic or Modified Cap Sheet 2": 12" and Direct 3. Self ere&Uvnderlay'inent - Applied See note below 3.02C greater Deck Directrto,Wool`Deck_ 2": 12" and Direct 4. No. 3 ent See note below 3.02D greater Deck As tested Direct 5. Alternative Membranes See note below 3.02E Deck NOTE: Refer to underlayment manufacturer's recommendations. System #4 Option "B" 83 r � FRSA/TRI Model Tile Guidelnies — August 2005 System #4 - Option `B" 3.02 Underlayment Application - Choose one of the following: NOTE: On cap sheet, cut fishmouths and seal with compatible flashing cement and membrane where applicable. NOTE: Anchor sheet fastening shall be in accordance with Anchor Sheets Fastening Tables I to 5C. NOTE: Anchor sheet shall be a minimum 2-plys in the valley. NOTE: A No.15, No.30 or No.43 can be used as a dry in prior to installing the underlayment with this system (except on 3.02 Q. A. Hot Mop Application - No.30 or No.43 / 90# Organic or Modified Cap Sheet (See Drawing B-1) A two ply roof application commonly called a `Hot Mop' system. The roof cover is terminated at metal flashings. A No.30 or No.43 anchor sheet shall be mechanically attached to the wood deck with nails and tin caps, round cap nails or other fasteners spaced according to Anchor Sheets Fastening Tables 1 to 5C. Extend anchor sheet a minimum of 4" up vertical surfaces. Anchor sheet side laps shall be a minimum of 6" and head laps shall be a minimum of 2". Over installed anchor sheet, apply the cap sheet with an application rate of 25 #/sq. t 15% mopping of asphalt. With this system the cap sheet may come in contact with the base sheet, allowing felt to touch felt. Side laps shall be a minimum of 6"; head laps shall be a minimum of 3" and back nailed 12" on center. B. Cold Process Application - No.30 or No.43/90# Organic or Modified Cap Sheet (See Drawing B-1) A two ply roof application commonly called a `Cold Process' system. A No.30 or No.43 anchor sheet shall be mechanically attached to the wood deck with nails and tin caps, round cap nails or other fasteners spaced according to Anchor Sheets Fastening Tables I to 5C. Extend anchor sheet a minimum of 4" up vertical surfaces. Anchors sheet side laps shall be a minimum of 6" and head laps shall be a minimum of 2". Over installed anchor sheet, apply the cap sheet in a continuous layer of cold process adhesive at the rate of 1.5 gal/sq. or according to underlayment/adhesive manufacturers recommendation. Cap sheet side laps shall be a minimum of 6"; head laps shall be a minimum of 3" and back nailed 12" on center. NOTE: For Cold Process Systems, in windy conditions, it may be necessary to spot nail cap sheet at laps at a maximum of 3' on center. ,C•� Self Adhered$UriderlaymentApplied Direct to Wood Deck. A single ply underlayment system utilizing self -adhered underlayment. Apply one layer of self -adhered underlayment in compliance with the self -adhered underlayment manufacturers' recommendations. D. No.30/Self-Adhered Underlayment A two ply roof application utilizing a self -adhered underlayment. No.30 felt shall be mechanically attached to the wood deck with nails and tin caps, round cap nails or other fasteners spaced according to Anchor Sheets Fastening Tables 1 to 5C. Extend anchor sheet a minimum of 4" up vertical surfaces. Anchor sheet side laps shall be a minimum of 6" and head laps shall be a minimum of 2". Over installed anchor sheet, apply one layer of a self -adhered underlayment in compliance with the self -adhered underlayment manufacturers' recommendation. E. Alternative Membranes Any product consisting of one or more water shedding layers applied to a sloped roof prior to the application of a prepared roof covering having been tested in compliance with the building code. The primary purpose of an underlayment is defined as a water shedding layer to function in combination with a prepared roof covering. System #4 Option "B" 84 FRSA/TRI Model Tile Guidelines —August 2005 3.03 Eave Drip Metal - Choose�one of the following: (For anti-ponding metal, see Section 4.02 B.3). �..n4edge. metal 'h9A be installed over anchor sheet, fastened 6" on center with 12 ga. ion''resistant roof nails or fasteners of compatible metals. All joints shall be lapped a minimum of 2". Continue from eave up rake/gable in same manner, ensuring water shedding capabilities of all metal laps. The cap sheet shall be bonded to the metal with asphaltic adhesive. DRAWING B-1 MIN. 2" HEADLAP; MIN. 6" SIDELAP REQUIRED FOR BASE PLY ASPHALTIC ADHESIVE SECURE AS INDICATED IN ANCHOR SHEET FASTENING TABLES 1 TO 5C or, B. Drip edge metal shall be installed at eave over the finished cap sheet. The metal shall be fastened 6" on center with 12 ga. corrosion resistant roof nails or fasteners of compatible metals. All joints shall be lapped a minimum of 2". The metal and underlayment shall be joined with a bed of flashing cement and a 4" strip of asphalt saturated cotton or fiberglass fabric. The fabric shall be fully embedded in the flashing cement. 3.04 Valleys - Choose one of the following: (See Drawings B-2, B-3, B-4) NOTE: Outer edge of the valley metal shall overlap deck flange of drip edge a minimum of 1". Center of valley flashing shall extend a minimum of 2" beyond drip edge. System #4 Option "B" 85 FRSAITRI Model Tile Guidelines —August 2005 DRAWING B-3 PREFORMED CLOSED VALLEY METAL System #4 Option `B" 87 r� l FRSA/TRI Model Tile Guidelines — August 2005 DRAWING B-11 STEP ONE a i tr i vvU DRAWING B-13 tSAJt ASPHALTIC ADHESIVE STEP THREE DRAWING B-14 PLASTIC ROC CEMENTAND MEMBRANE NO.30 FELT OR SINGLE PLY SEALED UNDERLAYMENT. APPLY FLASHING CEMENT AROUND BASE OF PROTRUSION AND THE UNDERSIDE OF METAL FLANGES SEALING FLASHING TO UNDERLAYMENT CAP SHEET FULLY ADHERE CAP SHEET OVER FLASHING. FILL VOID AROUND BASE OF PROTRUSION WITH ASPHALTIC ADHESIVE. SINGLE PLY SEALED UNDERLAYMENT OR CAP SHEET APPLY FLASHING CEMENT AROUND BASE OF PROTRUSION AND UNDERSIDE OF METAL FLANGES. SEAL ALONG EDGE OF METAL FLANGES, COVERING ALL NAIL PENETRATIONS WITH PLASTIC ROOF CEMENT AND MEMBRANE. System #4 Option "B" 93 FRSA/TRI Model Tile Guidelines —August 2005 4.05 Valleys - Choose one of the following: NOTE: It is not recommended to install trim rile in valleys. It may be necessary to remove the lugs from the field tile and/or install batten extended at walls and valley flashings for proper positioning of cut field tiles. A. Standard Roll Valley (See Drawing 4.05) Choose one of the following: 1. Closed Valley - Miter tile to meet at the center of valley. or, 2. Open Valley - Chalk a line minimum 2" on both sides of valley center. Place bed of mortar along outside of chalk lines. Miter tile to form straight border and point to match tile surface. or, B. Preformed Metals 1. Closed Valley - Miter tile to form straight border on either side of water diverter (See Drawing 4.06). 2. Open Valley - Miter tile to form straight border on either side of two water diverters (See Drawing 4.07). DRAWING 4.05 .,Y System #4 Option "A" & "B" 98 FRSA/TRI Model Tile Guidelines — August 2005 PART IV - TILE APPLICATION 4.01 Tile Layout NOTE: When utilizing a single -ply mechanical fastened underlayment or when utilizing battens, a 3" the head lap must be used (unless restricted by product design). A. Layout - Horizontal (3" the head laps or batten installation) 1. Chalk horizontal lines beginning one tile length from cave less desired overhang. Overhang shall be 3/4" to 2", depending on the tile type, use of gutter, or other functional requirements. NOTE: For batten installation only, chalk line 1 1/2" from ridge. 2. Chalk succeeding lines for a minimum 3" head lap unless restricted by product design. 3. Increase head lap when necessary for equal course spacing. NOTE: When utilizing a single -ply peel and stick underlayment or a two-ply asphaltic adhesive underlayment system; a minimum 2" head lap may be used unless restricted or dictated by product design. or, B. Layout - Horizontal (for 2" head lap) 1. Chalk horizontal lines beginning one tile length from cave less desired overhang. Overhang shall -be 3/4" to 2", depending on tile type, use of gutter, or other functional requirements. 2. Chalk succeeding lines to accommodate a minimum 2" the head lap unless restricted by product design. 3 Increase head lap when necessary for equal course spacing. —Layout - Vertical - choose one of the following: Staggered/cross bond tile installation (Recommended for flat/low profile tile) a.,_ Gable end roof Chalk vertical lines one full tile and one half file width plus 1" to 2" from starting gable to accommodate rake tile. or, ii. Chalk vertical lines one full and one half tile width from starting gable to accommodate flush finish. iii. Chalk additional lines, if necessary, to maintain alignment. NOTE` Flush finish gable treatment can only be used when utilizing a single -ply peel and stick derlayment or a two-ply asphaltic adhesive underlayment system. ,,2n iroof i Chalk vertical line 90 degrees from cave line. ii. Chalk second line parallel to first to accommodate staggered/cross bonded tile. iii. Chalk additional lines, if necessary, to maintain alignment. or, 2. Straight bond tile installation (Not recommended for flat tile) a. Gable end roof i. Chalk vertical line one full tile width plus 1" to 2" from starting gable. ii. Chalk additional lines, if necessary, to maintain alignment. b. Hip roof i. Chalk vertical lines, if necessary, to maintain alignment. ii. Chalk additional lines, if necessary, to maintain alignment. System #4 Option "A" & `B" 94 �1 FRSA/TRI Model Tile Guidelines —August 2005 4.02 Tile Installation A. Stack tile to facilitate installation and minimize file movement. -B e treatment - Choose one of the following: -1. Prefabricated Rubber Eave Closure - Install closure strip along cave. Fasten with a minimum 3 fasteners per 36" strip (See Drawing 4.01) or, 2. Metal Eave Closure - Install closure strip along cave. Fasten a minimum 18" on center. If metal closure is inclusive of the drip edge fasten 6" on center (See Drawing 4.02) or, Raised Fascia/Wood Starter Strip - When using a 3/4" raised fascia, a 2" x 2" wood starter strip must be installed behind fascia. The use of cave closure is required in a raised fascia system when using a medium or high profile tile. a. Install fascia board approximately 1 1/2" above roof deck or a 2" x 2" wood starter strip at roof edge (See Drawing 4.03). Choose one of the following: i. Install 8" tapered cant strip at cave behind fascia and/or starter strip to support metal flashing and ensure positive drainage when using drip edge. or ii. Install a minimum. 8" wide anti-ponding metal flashing to ensure positive drainage over fascia/starter strip. Nail top edge of flange onto roof. Tapered cant strip is optional when using anti-ponding metal. b. Apply underlayment as per Underlayment System A or B Sections 3.02. 4 4'. Prefabricated concre e_or clay cave closure. (Apply per manufacturer's instructions.) e Mortar Application - Install mortar to elevate cave edge of tile. a. Apply mortar along the cave edge, applying enough mortar to elevate the cave end of the tile to be on profile with the remaining roof tiles. b. Point and smooth finish flush to cave. c. Apply a minimum 3/8" weep hole flush with the underlayment at the spacing of not less than one weep hole per tile. DRAWING 4.01 FASTENER AND SEALANT ADHESIVE WHEN REQUIRED FIELD TILE METAL OR ' RUBBER EAVE CLOSURE OPTIONAL 172" BLOCKING UNDERLAYMENT FASCIA BOARD System #4 Option "A" & 'B" 95 FRSAfrRI Model Tile Guidelines —August 2005 • `"`�^ DRAWING 4.02 P1 I�Y ✓ FASTENER ANDSEALANT DHESIVE WHEN REQUIRED FIELD TILE ONE PIECE"METAL EAVE CLOSURE (FLAT TILE)` UNDERLAYMENT v` OPTIONAL �. 1"X2" BLOCKING FASCIA BOARD DRAWING 4.03 FASTENER AND SEALANT WHEN REQUIRED FIELD TILE MORTAR EAVE CLOSURE OPTIONAL 11 172" BLOCKING OR RAISED FASCIA PLYW DECK FASCIA BOARD ADHESIVE UNDERLAYMENT 03 `Flat / Low, Medium and High Profile Tile NOTE: *rA1' ffesive:=set le ;shall be applied at a pitch of 4":12" and higher for mechanically attached single -ply underlayment systems (Underlayment Option "A" ), and at a slope of 2":12" and higher for self -adhered peel and stick underlayment systems or two-ply asphaltic adhesive underlayment systems (Underlayment Option "B" ). NOTE: For slopes above 6":12" up to and including 7":12" fasten every tile in the first course and every third tile of the fifth course in addition to the tile adhesive. For slopes above 7":12" fasten every tile in addition to the tile adhesive. Apply compatible flashing cement to seal all fastener penetrations where required. When utilizing battens and tiles with batten lugs additional fastening is not required. NOTE: Tile shall be attached to resist the aerodynamic moment determined when using the design pressures for the building and fixing calculations set forth in the building code. System #4 Option "A" & 'B" 96 FRSA/TRI Model Tile Guidelines —August 2005 Adhesive quantities and placement determine the total resistance values. Consult with specific adhesive manufacturer for installation instructions. Installations shall be based on tested methods as indicated in the compliance report, or product approval, listing the amounts, tested paddy placement and specific corresponding resistance values. A. Starting at the eave, install first course of tile according to the tile and adhesive manufacturer's instructions. Make certain all tile overhangs drip edge evenly along entire first course. B. Install and secure all succeeding field, perimeter and corner tile according to the adhesive manufacturer's instructions. C. Cut/break tile for proper staggering of tile courses when using the staggered/cross bond method of installation. D. Set tile in stepped course fashion or in a horizontal and/or vertical fashion when utilizing straight bond method. E. Cut/break field tile to form straight edge at center of hip/ridge and valleys. 4.04 Two Piece Barrel Tile (See Drawing 4.04) NOTE: For slopes above 6":12" up to and including 7":12" fasten every pan tile in the first course and every 5th course thereafter in addition to the tile adhesive. For slopes above 7":12" fasten every pan in addition to the tile adhesive. Apply compatible flashing cement to seal all fastener penetrations where required. NOTE: Tile shall be attached to resist the aerodynamic moment determined when using the design pressures for the building and fixing calculations set forth in the building code. Adhesive quantities and placement determine the total resistance values. Consult with specific adhesive manufacturer's instructions. Installations shall be based on tested methods as indicated in the compliance report, or product approval, listing the amounts, tested paddy placement and specific corresponding resistance values. A. Starting at the eaves, install first course of tile according to the tile and adhesive manufacturer's instructions. Support of eaves pan tile if necessary, until the adhesive has a chance to cure. Make certain all tile overhangs drip edge evenly along entire first course. B. Install and secure all succeeding field, perimeter and corner tile according to the adhesive manufacturer's instructions. C. Cut/break field file to form straight edge at center of hip/ridge and valleys. DRAWING 4.04 1) PLACE ADHESIVE ACCORDING TO ADHESIVE MANUFACTURER'S INSTRUCTIONS. 2) TURN COVERS UPSIDE DOWN. PLACE ADHSENE 1/2' TO 1' FROM OUTSIDE EDGE OF COVER TILE. THEN INSTALL THE TILE. UNDERLAYMENT EAVE CLOSURE (MORTAR SHOWN) FASCIA BOARD REMOVE TOP PORTION OF THE EAVE COURSE COVER TILE. ABUT TO SECOND COURSE OF PAN TILES. ENSURE EAVE END OF PAN AND COVER TILES ARE FLUSH AT EAVE LINE. FASTEN THROUGH PLASTIC CEMENT (WHEN REQUIRED) OPTIONAL 2x4 FOR STEEP PITCH APPLICATIONS OPTIONAL POINT -UP MORTAR ON LONGITUDINAL EDGES OF TILE SHEATHING System #4 Option "A" & "B" 97 FRSA/TRI Model Tile Guidelines — August 2005 INSTRUCTIONS FOR HIP AND RIDGE ATTACHMENT SECTIONS OF THE FRSA/TRI "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL" Fourth Edition FOR USE BY AUTHORITIES HAVING JURISDICTION Submitted by the FRSA/TRI TILE COMMITTEE REVISED: August 3, 2005 Hip and Ridge Installation Instructions Page 1 of 30 FRSA/TRI Model Tile Guidelines — August 2005 Foreword These recommendations were developed after surveying the recent hurricanes and with input from the code, roofing and tile manufacturing community. They are designed to further clarify the current installation procedures as they pertain to the specific roof tile systems (Mechanically fastened, Adhesive - set or Mortar -set). The following recommendations provide for only products approved by the FBC (Florida Building Code), tested according to SSTD-II and verified by third party independent FBC approved laboratories, to determine the wind uplift limitations of the various hip and ridge attachment methods or by installation methods currently recognized in the HVHZ (High Velocity Hurricane Zone) section of the FBC. A joint sub -committee consisting of members from the FRSA (Florida Roofing, Sheet Metal and Air Conditioning Contractors Association, Inc) and the TRI (Tile Roofing Institute) drafted these recommendations and they were approved by consensus by the FRSA Roof Tile Committee. Hip and Ridge Installation Instructions Page 2 of 30 FRSA/TRI Model Tile Guidelines - August 2005 Table of Contents 1. Introduction..................................................................... ..................... 1.1 Purpose........................................................................................ 1.2 Scope........................................................................................... 1.3 Basis for Requirements...................................................................... 1.4 Applicable Documents....................................................................... 1.5 Acronyms, Definitions and General Assumptions ....................................... 2. General Information............................................................................. 2.1 Hip and Ridge Attachment Information................................................... 2.2 Approval Ratings and Limitations.......................................................... 3. General Requirements............................................................................... 4 4 4 4 5 6 6 7 7 3.1 Review of Documents......................................................................... 7 3.2 Markings........................................................................................ 8 3.3 Manufacturer's Installation Instructions.................................................... 8 3.4 Qualified Applicator Program................................................................ 8 4. Hip and Ridge Attachments......................................................................... 8 4.1 Hip and Ridge Attachment descriptions.................................................... 8 4.2 Field Cut Roof Tile Requirements........................................................... 9 4.3 Hip and Ridge/Field Tile System Limitations ............................................. 9 5. Mechanically Attached Hip and Ridge Tile ..................................................... 11 5.1 Mechanically Attached Hip and Ridge Tile - Structural Support Options............ 11 5.2 Weather Blocking Options................................................................... 13 5.3 Hip and/or Ridge Starter Tile Attachment ................................................. 18 5.4 Hip and Ridge Tiles Mechanically Attached to Structural Support .................... 19 6. Adhesive -set Hip and Ridge Attachment System ................................................ 19 6.1 Adhesive -set Hip and Ridge Attachment System- Structural Support Options........ 19 6.2 Adhesive Weather Blocking System Options .............................................. 20 6.3 Adhesive -set Hip and Ridge Starter Tile Attachment ..................................... 22 6.4 Adhesive -set Hip and Ridge Tile Attachment ............................................. 22 7. Mortar -set Hip and Ridge Tile Attachment System ............................................ 24 7.1 Mortar -set Hip and Ridge Tile Attachment System ....................................... 24 7.2 Mortar -set Hip and Ridge Starter Tile Attachment ........................................ 24 7.3 Mortar -set Hip and Ridge Tile Attachment ................................................ 26 Appendix A: Hip and Ridge Board Attachment Instructions - Table 11.................... 30 Hip and Ridge Installation Instructions Page 3 of 30 FRSA/TRI Model Tile Guidelines — August 2005 1. Introduction 1.1. Purpose 1.1.1. This document is to be used as a supplement to the FRSA/TRI "Concrete and Clay Roof Tile Installation Manual" - Fourth Edition, specifically the sections of Systems 1, 2, 3 and 4, pertaining to hip and ridge attachment. Recent wind events have established the need to provide greater attention to hip and ridge attachment systems. In order to prevent similar occurrences, all hip and ridge attachment systems must be tested to show compliance to the wind loads set forth by the FBC. The test results will establish the mean roof height limitations for each of the hip and ridge attachment systems. The prescriptive method of hip and ridge applications will no longer be accepted. 1.2 Scope 1.2.1 These recommendations set the requirements for the hip and ridge attachment for Systems 1, 2, 3 and 4 of the FRSA/TRI "Concrete and Clay Roof Tile Installation Manual" - Fourth Edition. 1.2.2 These recommendations and any other newly developed recommendation shall be tested under laboratory conditions according to SSTD-11 to determine the wind uplift resistance of the specific hip and ridge attachment system. An additional tile factor of 2-to-1 above that specified in SSTD-11 or TAS 101 shall be applied in determining the `allowable overturning moment' or `attachment resistance expressed as a moment (Mf)' to account for any interdependence hip and ridge attachment methods used. 1.2.3 The wind resistance performance of the hip and ridge system depends in part on its ability to resist the uplift forces at the perimeter edge and the attachment of the adjoining field tile. 1.2.4 These recommendations are not intended to determine which hip and ridge system is more or less suitable for the user of the product. Conditions, under which the hip and ridge attachment system is used, vary widely. It is the ability of the manufacturer and the user to determine the suitability of the hip and ridge system for the intended job location. 1.2.5 These recommendations are not intended to determine which hip and ridge system is more or less suitable as a weather blocking system or the system's ability to restrict or prevent the infiltration of air or water into the tile system. It is the responsibility of the user to determine the most effective weather blocking system for the intended job location. 1.3 Basis for Requirements 1.3.1 These recommendations are based on experience, research and testing and/or the standards of other organizations. The advice of manufacturers, users, and trade associations was also considered. Hip and Ridge Installation Instructions Page 4 of 30 FRSA/TRI Model Tile Guidelines — August 2005 1.3.2 These recommendations prohibit component substitution without proper laboratory testing and a FBC Product Approval. 1.3.3 The recommendations reflect tests and practices used to examine characteristics of hip and ridge attachment. These recommendations are intended as guides and strict conformity is not always mandatory. Hip and ridge attachment systems having characteristics not anticipated by these recommendations may be satisfactory if performance equal or superior to that required by these recommendations is demonstrated. 1.4 Applicable Documents 1.4.1 FRSA/TRI `Concrete and Clay Roof Tile Installation Manual' — Fourth Edition 1.4.2 (FBC) Florida Building Code 1.4.3 Chapter 913-72 - Department of Community Affairs — Florida Building Commission 1.4.4 SSTD-11 — `SBCCI Test Standard for Determining Wind Resistance of Concrete or Clay Roof Tiles' 1.4.5 (TAS) Testing Application Standard 101 — 95 — `Test Procedure for Static Uplift Resistance of Mortar or Adhesive Set Tile Systems' 1.5 Acronyms, Definitions and General Assumptions 1.5.1 FBC — Florida Building Code. 1.5.2 HVHZ — High Velocity Hurricane Zone of the FBC. 1.5.3 FRSA — Florida Roofing, Sheet Metal and Air Conditioning Contractors Association, Inc. 1.5.4 TRI - Tile Roofing Institute, formally the (RTI) Roof Tile Institute and the (NTRMA) National Tile Roofing Manufacturers Association. 1.5.5 Code Approved — Any product that has FBC Product Approval for that specific application. 1.5.6 Structural support — Any (wood, metal, or other code approved) product used as a means to transfer the loads of an attached hip and ridge tile to the substrate. 1.5.7 Job -site mix — Any non pre -bagged mortar meeting ASTM C-270 for cement, sand and proportioning mixed at a job site and not bagged under the quality control of the mortar manufacture. 1.5.8 Pre -bagged Mortar — Any mortar where the proportions are mixed and bagged under the quality control of the mortar manufacturer and has been issued a FBC Product Approval, tested to SSTD-11. Hip and Ridge Installation Instructions Page 5 of 30 C, ( ) FRSA/TRI Model Tile Guidelines — August 2005 1.5.9 FRSA/TRI Manual —The FRSA/TRI `Concrete and Clay Roof Tile Installation Manual' — Fourth Edition. 1.5.10 Roof Tile Adhesive — A roof tile adhesive product that has been issued FBC Product Approval, tested to SSTD-11. 1.5.11 2" x (H) - a nominal 2" wide by any height (H) necessary to accommodate and properly install the attachment of the hip and ridge tiles. The height of the structural support will vary due to tile profile and the pitch of the roof. 2. General Information 2.1. Hip and Ridge Attachment System Information 2.1.1. Hip and ridge attachment systems are used for weather blocking at the terminations of two adjoining roof planes. Experience has shown that adequate attachment of the hip and ridge tile systems is extremely important to maintaining weather blocking and to minimize ancillary missiles from being created which may occur when hip and ridge tiles impact the field roof tile. Adequately secured field tiles may be vulnerable to wind damage if the hip and ridge tile system is improperly installed. To achieve the specified wind uplift results, follow the hip and ridge application procedures, which shall be representative of the tested assembly. 2.1.2. Hip and ridge attachment system failures occur when wind uplift or pressure exerts forces beyond the resistance strength of the hip and ridge attachment and/or of the structural support to the substrate. When the hip and ridge tile and/or the adjoining field tile are not properly secured, the resulting prying action and uplift forces may cause the hip and ridge attachment to fail. When this occurs the roof tile system becomes vulnerable and may cause ancillary damage and may subject the building to additional rain and/or additional roof tile securement damage. 2.1.3. Hip and ridge tile systems must adequately terminate the adjoining planes. There are three basic types of weather blocking methods used in Florida, foil -faced self -adhered membrane, adhesive and mortar: Foil -faced self -adhered Membrane System is typically used when a wood hip and ridge frame has been secured to the substrate, the foiled backed membrane is applied in a step fashion sealing to both sides of the adjoining field tile planes prior to the mechanically attachment to the wood frame. It can also be used on a metal hip and ridge frame where mechanical attachment of the hip and ridge tile is an acceptable attachment method. Can be used with all roof tile systems. 'A'hesrve_.is_.us d� to weather block the entire cavity of the adjoining planes of field tile to c the sides of the structural _support. Can be used with all roof tile systems. YN1 rtar-(pre-bagged,or job -site mix) is used to weather block the longitudinal edges of ` iir_ , the hip and 'ridg tiles to the adjoining field tile roof planes. Can be used with all tile systems. Flip and Ridge Installation Instructions Page 6 of 30 FRSA/TRI Model Tile Guidelines — August 2005 2.1.4 Hip and Ridge tiles must be adequately attached to transfer the loads to the substrate. There are three basic attachment methods of the hip and ridge tiles used in Florida, mechanical attachment, adhesive -set and mortar- set attachment systems: Mechanical Attachment is the securement of the hip/ridge tiles with nails or screws at the head of the tile in addition to a FBC approved adhesive at the hip/ridge tile overlaps. dhesrve set is the securement of the hip/ridge tiles to a structural support with a full bed of adhe�ssfivd or other-FBC -approved paddy method. Mortar -set is the securement of the hip/ridge tiles along both longitudinal edges of the adjoining planes of field tile embedded in a full bed of pre -bagged FBC approved mortar only. 2.1.5 Hip and Ridge tile attachment methods are also categorized by whether or not the attachment system is an independent attachment system or an interdependent attachment system. An example of an independent attachment is when the hip/ridge tile is attached in a full bed of adhesiveor mortar. An interdependent attachment system is when the load is being applied to more than one tile. An example is a mechanical fastener used at the head of the hip/ridge tile and adhesive used at the overlap joining both tiles together. When the load is being applied to the hip/ridge tile, the resistance is shared with the nail installed at the head of the tile and the adhesive at the hip/ridge tile overlap, which is transferring the load to the nail of the previously installed hip tile. 2.2. Approval Ratings and Limitations 2.2.1. The uplift resistance values achieved from the laboratory testing shall determine the mean roof height limitation of the hip and ridge attachment system. 2.2.2. The resistance values for mechanical fasteners shall be posted in the roof the manufacturers FBC Product Approval. 2.2.3. The resistance values for adhesive -set system shall be posted in the roof tile adhesive manufacturers FBC Product Approval. 2.2.4. The resistance values for mortar -set system shall be posted in the roof tile mortar manufacturers FBC Product Approval. 3. General Requirements 3.1. Review of Documents 3.1.1. The hip and ridge attachment system shall be installed according to these recommendations and confirmed by test data and/or manufacturers installation recommendation if the system test indicates otherwise or installed according to the HVHZ. Hip and Ridge Installation Instructions Page 7 of 30 FRSA/TRI-'Model Tile,Guidel- n' - August=2005 � r _ .. t 2)'� dhesive-set Hip ind,,Ridge Attacliineri-,-System - This attachment system consists of installing a wood or metal hip n&Adge,_frame (or other structural support) secured to the substrate according to the FRSA/,TRI Concrete and Clay Roof Tile Installation Manual or to the requirements of the 8-VHZ requirements of the (FBC) Florida Building Code, or having a FBC product approval meeting the requirements of the FBC, specifically rule 913-72. The weather` blocking mechanism is either accomplished with mortar or with a FBC code -approved roof tile adhesive or other FBC code -approved weather blocking material, designed and "`��• -tested specifically for roof tile weather blocking applications. The hip/ridge�tiles are attached to the structural support with a FBC approved adhesive according�to the adhesive` manufacturers recommendations based on the FBC approved independent laboratory testing'or according to the requirements of the HVHZ requirements of the FBC. For slopes over7:,1�2, additional securement at the hip may be necessary to prevent tile movement until ad'hesive_is cured. 3) Morta—r--set-1E _anrl Rid a Attachment System - This attachment system consists of installing hip and ridge tie ' 1ta-�ed-�C approved mortar tested specifically for hip and ridge the applications and meet the requirements of the (FBC) Florida Building Code, specifically rule 913-72. The mortar is used as the attachment and waterproofing mechanism. For slopes over 7:12, additional securement at the hip may be necessary to prevent tile movement until mortar is cured. 4.2 Field Cut Roof Tile Requirements 4.2.1 All field cut tiles (two tiles on each side of hip) and the top course of ridge must be attached to the substrate with code -approved adhesive, code -approved mortar or mechanical fasteners and adhesive. (See Drawings 1 and 2). In situations where the ridge course of tile has been cut, the field cut tile and the full tile course below the cut tile must be attached to the substrate as well. This requirement is designed to minimize any dynamic movement of the field cut tiles, at the most stringent zones of the roof, which may occur during a high wind event such as hurricanes. (See Drawings 3). 4.2.2 The minimum head lap when installing the hip and ridge tiles is 2", as stated in the FRSA/TRI manual. It may be necessary to increase the head lap to cover exposed hip/ridge tile fastening holes or adhesive. Cover exposed fasteners with a UV resistant sealant. 4.3 Hip and Ridge/Field Tile System Limitations 4.3.1 There are three attachment methods for securing hip and ridge tile, mechanically attached, adhesive attached, and Mortar attached. These methods can only be used on field tile attachment systems as follows: all Attached Hip and Ridge Tiles - Can be used on field tile attachment o, Three and Four, as listed in the FRSA/TRI Manual. Adhesive -set: -Hip and Ridge Tiles - Can be used on field tile attachment Systems One, t/ Two, Three and -Four; as'Aisted in the FRSA/TRI Manual. Mortar -set Hip and Ridge Tiles - Can be used on field tile attachment Systems Three and Four `B' only, as listed in the FRSA/TRI Manual. Hip and Ridge Installation Instructions Page 9 of 30 FRSA/TRI Model Tile Guidelines — August 2005 forTE: Use only th by the FBCthe hip/ridge exceed the tile/wind loads set ■■\©■■■■■■■■■■©Avg ®■ ■■■©�®©©©©©©©©a©■■■ ■■■a©■■■■■■■■©s:©■■ ■©,a■■■■■■■■■■■©F©■ aa■■■■■■■■■■■■■■■© Flat/Low,_Medium or Crossbond Tile Applications J Attach two file each sid f hip'and.one.topridge course to the unded 'en"'th:cade 'p roved roof the adhesive, code approved mortar or'mechanically`attach wwith fasteners and approved adhesive at the tile overlaps. When using adhesive or mortar to attach file to the ayment the underlayment must be approved for adhesive -set or mortar -se applications. Drawing 2 ■©a■■■■■■■■■■■■■©a■ ■■©v■■■■■■■■■■■©a■■ ■■■©©■■■■■■■■■©a■■■ IMMIUMIUMINIVA' OMEN NONE Ira©©©©©©©© High Profile Tile or Straight Bond Tile Application Attach two file each side of hip and one top ridge course to the underlayment with code approved roof file adhesive, code approved mortar or mechanically attach with fasteners and code approved adhesive at the file overlaps. Men using adhesive or mortar to attach file to the underlayment the undettayment must be approved for adhesive -set or mortar -set applications. Hip and Ridge Installation Instructions Page 10 of 30 !� 1 FRSA/TRI Model Tile Guidelines — August 2005 I Drawing 12 rt 1C' Mason's trowel /M Ip an ather Blocking System. Drawing 1 Pre -bagged or job site mixed mortar may be used for weather blocking areas only. When used as a structural attachment only FBC approved pre -bagged mortar is allowed. Attach with mechanical fastener and approved roof tile`adhesive prior to packing with mortar Pack with mortar and ' point to match tile finish Mechanically Fastened Hip and Ridge Tle-using Mortar as a weather block Hip and Ridge Installation Instructions Page 17 of 30 S � i FRSA/TRI Model Tile Guidelines — August 2005 5.3. Hip and/or Ridge Starter Tile Attachment 5.3.1 Starting at the eave, place hip starter tile over wood hip frame, positioning in the center of the structural support. Secure the head of the starter tile to the structural support with a mechanical fastener conforming to the FRSA/TRI Concrete and Clay Roof Tile Installation Manual. 5.3.2 Care must be taken to properly secure the first (starting) hip and ridge tile of the hip/ridge attachment system. Additional securement at the hip starter tile installed at the eave and at the starting ridge tile installed at either the ridge/hip or ridge/gable junctions are necessary to prevent the tile from overturning during a high wind event. 5.3.3 Typically the structural support is kept 6" to 12" back from the eave to allow for the aesthetic placement of mortar used as a weather block and closing off the hip end at the eave. It may be necessary to extend or cantilever the structural support toward the eave to ensure adequate support for the hip tile attachment. (See Drawing 25) All hip or ridge starter tile must be secured at the both ends of the tile either with mechanical fasteners or adhesive. Although this section mentions hip starter tiles, the same is true for the starting ridge tile. Some options are listed below: 1) Drill a 3/16"hole within lower one-third of the tile length, from the eave end of the hip starter tile. Secure the eave end of the starter tile with a mechanical fastener embedding into the structural support, a minimum of ". Seal the head of the fastener with a UV resistant sealant. Adhesive may also be used in lieu of a fastener at the starting end of the tile as long as the structural member has been cantilevered to provide a base for adhesive attachment. 2) Prior to installing the hip starter tile, apply a code -approved roof tile adhesive along the entire length of the hip starter tile according to the adhesive manufacturers installation instructions. Secure the head of the tile with mechanical fastener embedding into structural support, a minimum of ". 3) Prior to installing the hip starter tile, place a full bed of only FBC code - approved pre -bagged mortar according to the mortar manufacturers installations instructions under the entire hip starter tile. Within 2 minutes of placing the bed of mortar, embed the entire hip starter into the solid bed of mortar. Secure the head of the tile with mechanical fastener embedding into structural support, a minimum of " . Point mortar to desired finish. When using this mortar method for securing the starter hip tile, ensure underlayment is approved for use with mortar -set applications. Hip and Ridge Installation Instructions Page 18 of 30 i FRSA/TRI Model Tile Guidelines — August 2005 Hip and Ridge Support Member Attachment Recommendations How to use Table 11: 1. Determine the Exposure Category (See Page 105). 2. Determine the thickness of the roof sheathing. 3. Determine the basic wind speed. 4. Follow the rows to the right, based on the information gathered from steps 1 through 3 above. Under the appropriate basic wind speed column, lists the center -to -center spacing based on either a 3/4" strap using 1 screw or an 1 ''/s" strap using 2 screws. Table 11 Category II Buildings Hip and Ridge Support Member Attachment Recommendations Roof Sheathing (inches) Exposure i Number of Fasteners on each side of Ridge Board Strap Width Basic Wind Speeds, V (mph) 100 1 110 1 120 1 130 1 140 1 150 Center to Center Spacing (inches) 15/32" B 1 -#8 3/4" 36 29 25 21 18 16 1-1/2" 48 48 43 36 31 27 C - 3/4" 27 22 16 13 12 2 - #8 1-1/2" 46 38 32 27 23 20 19/32" B 1 -#8 3/4" 38 32 24 22 19 17 2 - #8 1-1/2" 48 1 48 1 43 36 31 27 C 1 - #8 1 3/4" 29 24 20 1 17 1 14 1 12 2 - #8 1 1-1/2" 46 38 1 32 1 27 1 23 1 20 Note': For Building Category Definition See Page 104. Note z: For Exposure Categories See Page 105. Note3: Table conforms to ASCE 7-02. Essential or Hazardous Facilities having an Importance Factor of 1.15 Note 4: Table is good for Gable and Hip Roofs for Roof Slopes 2:12 <? < = 12:12. Monoslope roof slopes are not addressed. Notes: For mean roof heights over 60 feet, engineering calculations must be submitted for permitting. Notes: 1. These measurements were based on actual center -to -center spacing. 2. Minimum thickness of roof sheathing shall be 15/32". 3. Steel straps shall have a minimum tensile strength (F) for cold -rolled steel of 42 ksi and a minimum Design yield strength (fy) for cold -rolled steel of 25 ksi conforming to one of the following ASTM A 606; ASTM A 607; ASTM A 611; ASTM A 653; ASTM A 715; and ASTM A 792. 4. Minimum thickness of steel straps shall be 26 gauge (0.0179") before application of corrosion Resistance protection. 5. #8 wood screws are to conform to ASME / ANSI B18.6.1. 6. #8 wood screws shall have a minimum end distance, an edge distance, and a minimum distance between screws of The distance is to be measured to the center of the screw. 7. Table 11 is for Category II buildings with a mean roof height of 60' or less. 8. The building is not located on isolated hills, ridges, or escarpments, constituting Abrupt changes in general topography, which creates wind speed-up effects. Hip and Ridge Installation Instructions Page 30 of 30