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RF-16-2975Project Address Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Pei mit Permit NO. RF -11-16-2975 Permit Type: Roof Work Classification: Tile/Fiat Permit Status: APPROVED Issue Date: 11/1/2016 Expiration: 04/30/2017 Parcel Number Applicant 225 NW 111 Street Miami Shores, FL 33168- 1121360010670 Block: Lot: RODRIQUE & JACQUELINE CYR Owner Information Address RODRIQUE & JACQUELINE CYRIAQUE 225 NW 111 Street MIAMI SHORES FL 33168-3301 Contractor(s) Phone CeII Phone MIAMI ROOFING SYSTEMS, INC (305)754-5554 Phone Cell Valuation: $ 19,475.00 Total Sq Feet: 2214 Type of Work: Re Roof Additional Info: TEAR OFF EXISTING ROOF DOWN, INSTAL Classification: Residential Scanning: 3 Fees Due Bond Type - Contractors Bond CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $500.00 $12.00 $4.50 $4.50 $4.00 $300.00 $9.00 $16.00 $850.00 Pay Date Pay Type Invoice # RF -11-16-61861 11/01/2016 Credit Card Bond #: 3241 Amt Paid Amt Due $ 850.00 $ 0.00 Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof ,Cap Sheet In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myse my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOOR OOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify construction and zoning. Fut Build he foregoing informati. a ,✓rate and that all work will be done in compliance with all applicable laws regulating uthorize the above- n i• ed tractor to do the work stated. November 01, 2016 ontractor / Agent Pate November 01, 2016 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-270222 Permit Number: RF -11-16-2975 Scheduled Inspection Date: December 06, 2016 Inspector: Naranjo, Ismael Owner: CYRIAQUE, RODRIQUE & JACQUELINE Job Address: 225 NW 111 Street Miami Shores, FL 33168 - Project: <NONE> Contractor: MIAMI ROOFING SYSTEMS, INC Permit Type: Roof Inspection Type: Cap Sheet Work Classification: Tile/Flat Phone Number Parcel Number 1121360010670 Phone: (305)754-5554 Building Department Comments TEAR OFF EXISTING ROOF DOWN, INSTALL #30 PAPER, INSTALL 3X3 DRIP EDGE INSTALL TILE, INSTALL FIBERGLASS PLY IV, INSTALL MINERAL CAPSHEET. Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Inspector Comments FOR FLAT ROOF • December 05, 2016 For Inspections please call: (305)762-4949 Page 16 of 28 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: l?OcY*U. C y vi a qU,e Property Address: @a5 Nv`) t U ai Date: Roofing Permit Number: 2 F -. lr 1— 1 t0 -a c1-75 Dear Building Official: i 3 cAnce 1 (1)ec1 G certify that I have improved the roof to wall connections of the referenced property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Residential Structures as adopted by the Florida Building Commission by Rule 9B-3.047 F.A.C. State of Florida County of Dade -anc e) ()pec% Q Print Name The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this day of 20 Notary Public, Sate of Florida at Large (SEAL) Revised on 5/21!2009 MARIA MARTINEZ tate of Hof, Commission N GG 00031,' My Comm. Expires Jun 7, 20: FINAL COMPLIANCE Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-270221 13(Rui 60:.41) Permit Number: RF -11-16-2975 Scheduled Inspection Date: December 01, 2016 Inspector: Naranjo, Ismael Owner: CYRIAQUE, RODRIQUE & JACQUELINE Job Address: 225 NW 111 Street Miami Shores, FL 33168 - Project: <NONE> Contractor: MIAMI ROOFING SYSTEMS, INC Permit Type: Roof Inspection Type: Tin Cap Work Classification: Tile/Flat Phone Number Parcel Number 1121360010670 Phone: (305)754-5554 Building Department Comments TEAR OFF EXISTING ROOF DOWN, INSTALL #30 PAPER, INSTALL 3X3 DRIP EDGE INSTALL TILE, INSTALL FIBERGLASS PLY IV, INSTALL MINERAL CAPSHEET. Infractio Passed Comments TIN CAP SPACEING INSPECTOR COMMENTS False False Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Inspector Comments November 30, 2016 For Inspections please call: (305)762-4949 Page 10 of 33 RE: Permit # Q P-11- I aa -75 (Print name and circle License Type) License #: aQc. 1 330 1 1 Miami Shores Vinage Building Department INSPECTION AFFIDAVIT On or about I I Jai IJ(i [� 11: 006rrl (Date & time) work at oa 5 NLS.) ti 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tet: (305) 795.2204 Fax: (305) 756.8972 DATE: i l/ a 1 I no licensed as a (n) Contractor / Engineer / Architect, FS 468 Building Inspector , I did personally inspect the roof deck nailing (Complete 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) State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property mentioned. Swam to and subscribed before me this (P1&' d.. y of AJd bhfi7Ler oPO/(o Notary Public, Sate of Florida at Larg *General, Building, Residential, or Roofing Contractors or an permit # and address # dearly shown marked on the deck for each inspection On..lnn.l...\ P7l4l1IMAA%CMA IMM un : r 468 E.S. to make such an inspection. Include photographs of each plane of the roof with FLORIDA TEC PROVIDING SOLUTIONS TO THE ROOFING THE ROOFING INDUSTRY Lab Report No. 126800 C.A. # 30448 Lab Certificate # 13-0507.02 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO-DADE COUNTY PROTOCOL TAS -106 PROPERTY ADDRESS: 225 NW 111th St., Miami Shores PERMIT No: RF 11-16-2975 OWNER: Rodrique Cyriaque ROOFING SQUARES: 20 'r CONTRACTOR- Miami Roofing TILE TYPE: Double Roll ATTACHMENT: Polyfoam Testing Equipment: Digital Chatillon DFIS 200 Test Tabulation ROOF PITCH.: 3:12 INSPECTOR INITIALS: AB TEST DATE: 1/4/2017 Required Testing Force: 35 Lbs No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1-9 Passed 10-19 Passed 20-29 Passed 30-38 Passed THIS ROOF HAS: PASSED ® FAILED ❑ THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI-DADE COUNTY TAS 106. 45' 10735 SW 216th St. Unit 416 Miami FL 33170 Page 1 of 1 www.FIoridaTEC.net Tel: 305-256-4550 Fax: 305-256-6833 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC xf ROOFING fPLUMBING ❑ MECHANICAL PUBLIC WORKS JOB ADDRESS: .)g5 NW III 54 Master Permit No. RECEIVED V 012016 (aik_ , FBC20lqs~ REIC--2.`/5 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zia: 331(0? Folio/Parcel#: ) I — DIM"- CO 1 » (t41O Is the Building Historically Designated: Yes NO Occupancy Type: Load: OWNER: Name (Fee Simple Titleholder): Address: @9 5 mu.) l l I '64 Construction Type: �a d ri quQ 01 Flood Zone: ri cave BFE: FFE: Phone#: City: Pilaf/it cam. 11 1ES State: .F Zip: t j (oV Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: I "{ 1 QM; r100t11'LS 5i 3. Inn. Phone#: AAnnW ,'l, � y Address: l20 10 154" City: Nam*, ami State: C' Zip: 331 Qualifier Name: TQn G.Q,' p.:\edG ,meq State Certification or Registration #: CCXL �v p ll Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 19, 475. vv Type of Work: 0 Addition ❑ Alteration El New 114Repair/Replace El Demolition Description of Work: ec&v CW 4nri -Si;rt jt down in�Il -U30 , pa i0 /// 31'3 el ie e�je 1434// i (,� /� 1- ih qi ( /G `3s f L( �j iota-la/1 nViterq / r"riP�iili¢t j O Phone#: efosJ7S 4 SSsy Square/Linear Footage of Work: a rod) Specify color of color thru tile: L / Fa /e-# 22 257 PoR,4wri 8/ dool to Roll Hahiu Submittal Fee $ Y✓ Permit Fee $ CCF $ 12 ' CO/CC $ 0 Scanning Fee $ ' CO Radon Fee $ `-C` DBPR $ L.1* G13Notary $ Technology Fee $ 1 CD • c0 Training/Education Fee $ (-41 00 Double Fee $ �JyJOP Bond $ -0 Structural Reviews $___p (Revisedo2/24/2014) TOTAL FEE NOW DUE $ 35O • r" ego r Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature X .w (6` / Signatu ,ii OWNER or AGENT CONTRACTOR The fforree oing instrumen was acknowledged before me this The fore oing instrument was acknowledged before me this c2t 1 day of �E / , 20 j(p , by day ofOc4ritia01 , 20 )(o , by 110(]1 Y) qe. I y7 Ct 14t4vho is personally known to --caned Cyci Q , who is personalty known to me or who has produced L as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign Prin Sea I. ii Comn„,sion # G 0312 '•'„ d;• My Coni F ,Imes Jun 7, 2020 ****************************** ***** ********************************************r**********w**sir**r****** II II identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: =;; �i ` 4>" • Commission # GG 000312 �'•',',;o*d;.* My Comm. Expires Jun 7. 2020 It • APPROVED BY, Plans Examiner Zoning Structural Review Clerk (RevisedO2/24/2014) Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE. BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: latt h Sr 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: lO CCr i.qL al 1 _qce Property Address: as 5 WO III 154' i G.tmi 410 re)F t 55 0? Roofing Permit Number: Dear Building Official: I ' 6402_ Cplisisfue certify that I am not required to retrofit the roof to wall connections of my building because: tv t e just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00, Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature hDDR; GUS r2i'eg' Print Name State of Florida County of Dade The undersigned, being the first duty swom, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me t Notary Public, Sate of Florida at Large • When the just valuation of the structure for purpose of ad valorem taxation is equal to or re than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 Property Search Application - Miami -Dade County FFCE OF THF PROPEiFEV APPRAISE Summary Report Property Information Folio: 11-2136-001-0670 Property Address: 225 NW 111 ST Miami Shores, FL 33168-3301 Owner RODRIQUE CYRIAQUE &W JACQUELINE Mailing Address 225 NW 111 ST MIAMI SHORES, FL 33168-3301 Primary Zone 0700 SGL FAMILY - 1551-1700 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 2 / 1 / 0 Floors 1 Living Units 1 Actual Area 1,783 Sq.Ft Living Area 1,295 Sq.Ft Adjusted Area 1,566 Sq.Ft Lot Size 7,500 Sq.Ft Year Built 1952 Assessment Information Year 2016 2015 2014 Land Value $134,829 $134,829 $80,514 Building Value $108,994 $108,994 $106,175 XF Value $461 $350 $355 Market Value $244,284 $244,173 $187,044 Assessed Value $81,969 $81,400 $80,754 Benefits Information Benefit Type 2016 2015 2014 Save Our Homes Cap Assessment Reduction $162,315 $162,773 $106,290 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 36 52 41 NEW MIAMI SHORES ESTS PB 51-80 LOT 19 BLK 3 LOT SIZE 75.000 X 100 OR 15667-3635 0992 4 Page 1 of 1 Generated On : 11/1/2016 Taxable Value Information Previous Sale 2016 2015 2014 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $31,969 $31,400 $30,754 School Board Exemption Value $25,000 $25,0001 $25,000 Taxable Value $56,969 $56,400 $55,754 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $31,969 $31,400 $30,754 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $31,969' $31,400 $30,754 Sales Information Previous Sale Price OR Book - PageQualification Description 09/01/1992 $0 15667- 3635 Sales which are disqualified as a result of examination of the deed 12/01/1989 $60,000 14379 -Sales 1122 which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp http://www.miamidade.gov/propertysearch/ 11/1/2016 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES RECEIVED Florida Building Code 5th Edition (2014) 0 . . 1 • • • •• • 1 .. . . . . NOV 0 1 2016 High -Velocity Hurricane Zone Uniform Permit Application4torm. • • 1 . . . I . . I Section A (General Information) •.... • • •••• • • • 1 • . Master Permit No. Process Al. •• • • 1 . �J f I Contractor's Name 1 vl ! C! t1)r Qd %% �`S�Q%%% 5 C, ' q • 1 (Q5 in •▪ I Job Address •.. • • .... • •1 . .-.- ROOF CATEGORY •• • 1 1 X Low Slope 0 Mechanically Fastened Tile X Mortar/Adhesive Set Tiles 1 ❑ Asphaltic Shingles 0 Metal Panel/Shingles 0 Wood Shingles/Shakes 1 0 Prescriptive BUR -RAS 150 1 ROOF TYPE 1 ❑ New roof Repair 0 Maintenance ❑ Reroofing 0 Recovering 1 1 Low Slope Roof Area (SF) ) S7 Steep Sloped Roof AREA (SSF). O ?Total (SF) . o) 4 1 ROOF SYSTEM INFORMATION Section B (Roof Plan) 1 1 1 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimen- 1 sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37 INTERNATIONAL CODE COUNCIL Copyright to, or licensed by. ICC (ALL RIGHTS RESERVED); accessed by Elie., Palacio on Jun 8, 2015 10:32-.12 AM pursuant to License Agreement. No further reproductions authorized. 1 1 1 1 1 1 1 1 1 1 1 1 1 I I L. .\ . r6 "1 Alt J ii / a IT , 4. • 1 -- e . , I) L. .. Y.w ... 1- t L 4 Ij'1 111111111 11 1 it I41 r--- ; ;1 \I 5- r - --t 11. s :1i FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37 INTERNATIONAL CODE COUNCIL Copyright to, or licensed by. ICC (ALL RIGHTS RESERVED); accessed by Elie., Palacio on Jun 8, 2015 10:32-.12 AM pursuant to License Agreement. No further reproductions authorized. 1 1 1 1 1 1 1 1 1 1 1 1 1 • Florida Building Code 5th Edition 2014 HIGH VELOCITY HURRICANE ZONE UNIFORM ROOFING PERMIT APPLICATION Section C (Low Sloped Roof System) • • •• • Fill in the specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA") System Manufacturer (T F NOA No: 13 - Design Wind Pressures, From RAS 128 or Calculations: Pmax I H{D, Pmax 2—i 1 ,� Pmax 3 IC Maximum Design Pressure, From the Specific NOA System:. 5 Deck. Type:Cr-)CX7)C1— Gauge/Thickness. Slope: rlq Anchor/Base Sheet & No. of Ply(s) : ' (j .10 Anchor/Base Sheet Fastener/Bondi Material N Insulation Base Layer: \\)1.14 Base Insulation Size and Thickness 1V [A - Base Insulation FastenerBondingMaterial: N Pyr" Top insulation Layer w tor Top Insulation Size and Thickness: N Top Insulation Fastenerf on ng Material: Base Sheet(s) & No. of Ply(s) : 0\1 • • • • • Fastener Spacing for Anchprirgse Sheet Attachment: •••• •••• •• Field: Perimeter: .••. ••. "o/c @ laps & c••sows @ :o/c •. .. • • "o/c@laps&••. rows(a�' Corner: (e "o/c @ laps &: •• •• • • • rows•@ f) •••• • • • • • • Number of Fasteners Per Insulation Board Field Pen meter c'O Il—Corner )�-' //,)" Illustrate Components Noted and Details As Applicable: • Wood -blocking, Gutter, Edge Terminations, Stripping, , Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter -flashing„ Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16 Baseheet Fastener/BondingMaterial: t'�u S Ply Sheet(s) & No. of Ply(s): („D C{Ct-{'3 IQ s pLi.�7 Gad 4015 Mir)eeaf Ca $/.1 — 9" srnp hot moped • • • • • "O/c . • • o/c • • • Yvacel t1'aU Heiilil N/A f1 Mean Roof HemiJT Gc11510ss Bose"shce - M}eclic,n tally (o,�en� 2G i 1-y "lc4 3'x3" 26 Ga Galy Dnp edge Ply heel Fas enerBQQndi rg Maten 'ed l►.'+,; 1 Sut Cq tee Top Ply (t; Top Ply FastenegrBonding Material: Arl epi 1r. }"\ t t)ln3 Ye„1:7IT, .I Surfacing. 1\1 1 Pi- r ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application 1 orm: • • •• 1 4 • • 1 Section D (Steep Sloped Roof System) • 3 ••••• . ` • • Roof System Manufacturer: ECI G412 ; n. Pr)Jrciu�-5 LLC, 1 cj • . Notice of Acceptance Number. AA -6 0314: U'7 • • • • • • . . • 1 1• • . 1 1 _ 1 I Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: "" 1 P1: — (p$. 1 P1: _ /OO.% • ' ROQ,f Slope: : 12 • • • \ Deck Type: c. Ridge Ventilation? • • • .• • • .•. • • • • •• • 1 Type Underlayment: Insulation: Fire Barrier: Mean Roof Height: 1 a L tJ14 tela Fastener Type & Spacing: ) hi ikics Adhesive Type: Type Cap Sheet: l i jy Ct - plus -" Roof Covering: aoncc = -1:11,e. Type & Siae Drip r-51(Bar.le Edge: 64 1 1 1 1 1 1 1 1 1 I 1 1 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.39 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by F.liezcr Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. INTERNATIONAL CODE COUNCIL'! 1 1 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) • •• ••• •• • High -Velocity Hurricane Zone Uniform Permit Application Romp • 1 •••• 1 Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the sele: from tsf,. A,trg M vaRfet• • are greater than or equal to the M, values, for each area of the roof, then the tile attachment method is ecceptat.le. • •. • • • •••• • • • •• • •••• •••• • • 1 1 1 Method 2 "Simplified Tile 1 Required Moment of Resistance (Mr) From Table Below 1 Method " Base (P1:et xl a$d=IJ.(2a.)-1 MomentMg:Boa.ssed. (P2(11%txl•oig =1 { _.g?) - Mg:(p• 15= (P3:1A7xX• 9fiCc7i=J1f, r3‘l) - Mg:(0•4,( = 1 1 1 1 1 1 1 1 Tile Calculations Per RAS 127" • • .. • • • Mr, Y.32 Product Approval M, • v). •f • M 1 /c?• Cr' Product Approval M, d?ED 3 M,,, /, 7Y Product Approval M1 colo . 1 $ • • • •••• • • Calculations Per Table Below" Product Approval M, Mr required Moment Resistance* Mean Roof Height Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 • •• • • *Must be used in conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and 1 Appeals. 1 For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. 11 the F' values are greater than or 1 equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. 1 1 1 (P1: x L (P2: x L 1 (P3: x L 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5 Method 3 'Uplift Based Tile Calculations Per RAS 127" x w: _ ) - W: x cos 0 = Fr, Product Approval F' x w: = ) - W: x cos 0 - = F2 Product Approval F' x w: = ) - W: x cos 0 = Fr3 Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier X Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance M, Product Approval Required Moment Resistance Mg Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. 15.40 INTERNATIONAL CODE -COUNCIL° FLORIDA BUILDING CODE -- BUILDING, 5th EDITION (2014) Copyright to, or licensed by, ICC (ALL RIG/ITS RESERVED); accessed by Ehezcr Palaciu un Jun 8, 2013 10;32:12 AM pursuant to License Agreement. No further reproductions authorized. SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIF►GAY4ON FE I# OOFIP Q• CONSIDERATIONS • • • • • •. • • • • • • • •• • • • •• •• 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contrarttdr blsrovide the owner with • • the required roofing permit, and to explain to the owner the content of the section. The provisiong�af tion F34402• • govem the minimum requirements and standards of the industry for roofing systemiatallations. Additionally, itTrs following items should be addressed as part of the agreement between the owner ant the contrattor.'TGe owner's initial in the designated space indicates that the item has been explained. 2. R. e Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be mailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 4. R. ( Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 6. -R. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. ft may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. OwnerIAgen Sig ature Date aas 4w ,, s-1 Property Address Revised on 7/9/2009 LD;07I01/2015; c orure Date Permit Number DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 SCOPE: MIAMI-DADE COUNTY PRODUCT CO PIZeL SE C i I2 • • • • *I 105 SW, 26 Street, Room 2,,06 Mimik,4E1804a 33175-247:4 ' s'�86�� 15-2590 (786) 31* 2599. WAY .miami aov/eer ttdt?t • • • •••• •••• • • •• •• •• •• • • • • • • • • • • • • • •• • • •• • •••• • • This NOA is being issued under the applicable rules and regulations governing the use of constructio$iteiials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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: Malibu Concrete 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 NOA renews NOA No.15-0223.19 and consists of pages 1 through 7. The submitted documentation was reviewed by Gaspar J Rodriguez. MIAMI•DADE COUNTY APPROVED NOA No.:16-0314.07 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Catet_ory: Sub Catetorv: Material: 1. SCOPE: Roofing Roofing Tiles Concrete This approves a system using Eagle Roofing Products Malibu Concrete Roof Tile, as manufactured by Eagle Roofing Products LLC in Sumterviile, FL and described in Section 2 of this Notice of Acceptance. For use in locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Applicant Dimensions Malibu Concrete Tile Trim Pieces Lenght = 17" Width = 12 ''/z" Thickness= '/2" Lenght = varies Width = varies varying thickness 2.1 EVIDENCE SUBMITTED: Test A2encv Test Identifier PRI Construction PRI06178 Materials Technologies Redland Technologies 7161-03 Appendix III Redland Technologies 7161-03 Appendix II Redland Technologies P0402 The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies MIAMI-DADE COUNTY APPROVED 94-060B 94-084 P0631-01 Test Specifications TAS 112 Type lb Class III TAS 112 Product Description Low profile, interlocking, high pressure extruded concrete roof tile equipped with three nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report TAS 112 Static Uplift Testing TAS 102 & TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 101 (Mortar Set) Wind Tunnel Testing TAS 108 (Mortar Set) Date 08/23/06 Der '1W1 . .. . • • • • Dec. 1291 .... .... •• 00410Sept 1 3 ..... . • .. 00 • . . March,1994 994 • . • • . •• •• •Mao}•4994 .. . July 1994 • • • • • NOA No.:16-0314.07 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 2 of 7 Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, [nc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. ATL of South Florida MIAMI•DADE COUNTY APPROVED Letter Dated Aug. 1, 1994 224-47099 25-7094-1 25-7094-7 25-7094-4 Project No. 307025 Test #MDC -76 25-7183-1 25-7183-2 25-7214-2 25-7214-6 528454-2-1 520109-2 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Calculations RTI211.03-15 Wind Tunnel Testing 'FAS 108 (Nail -On) Physical Properties TAS 112 Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing TAS 102 (4" Headlap, Nails, Battens) Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Wind Driven Ram TAS 100 Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing TAS 101 Two Patty Adhesive Set System 25-7183 25-7094 25-7496 25-7584 25-7804b-8 25-7804-4 & 5 25-7848-6 Aerodynamic Multiplier Restoring Moment Due to Gravity TAS 112 Aug. 1994 Sept. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 April 1999 Ma t.1 95 •• Febrivary1.996 .... AptjLl06 .. .... .... • Dece Uns j 996 .. .. • . • . • . S;p';0Q6 Sep. 2006 12/17/15 • • • . . • • • . . NOA No.:16-0314.07 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 3 of 7 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 shall be 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 shalt be submitted to the Miami -Dade County Product Control Section 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 Eagle Roofing Products LLC Malibu Concrete Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Malibu Tile 9.5 1.417 1.04 • Table 3. Restoring Moments due to Gravity - M9 (ft-Ibfl .•, • . Table 2: Aerodynamic Multipliers - A. (ft3 3":12" 4":12" Tile 6":12"• • • X. (ft3) X Ift3 Battens Profile Battens Batten Application Direct -D- -AppI cation Malibu Tile Battens D rrct • DAV 0.305 0.282 ,;i • Table 3. Restoring Moments due to Gravity - M9 (ft-Ibfl .•, • . Tile Profile 3":12" 4":12" 5":12" 6":12"• • • 7":12:':or greater. •...•. Malibu Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens D rrct • DAV Batt i •.... • Dit• • DgGK.. 6.30 7'1.65., 6.21 6.54 6.08 6.41 5.93 ..5..25. 6.77. 6404.. MIAMI•DADE COUNTY APPROVED •• .• • • . • • • . . •• • • • • • • • • • • • • •.•. • • . NOA No.:16-0314.07 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Malibu Tile 2-10d Ring Shank Nails 27.8 37.4 28.8 1-10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2-10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 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' 43.0 67.5 50.9 1 Installation with a 4" tile headlap and fasteners are located a min. of 21/2from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mt (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Profile Tile Application Minimum chment sistange , Mortar Set' Malibu Tile Adhesive2 ( 26.13 2 See manufactures component approval for installation requirements. 3 The Dow Chemical Company TileBond Average weight per patty 11.4 grams. ICP Adhesives Polyset® AH -160. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance . Malibu Tile ICP Adhesives Polyset® AH -160 • • • • 86.61' • • • - • ICP Adhesives Polyset® AH -160 • 45.55. 4 Large paddy placement of 54grams of ICP Adhesives Polyset® AH -160. .... .... . - • ..• 5 Medium paddy placement of 24grams of ICP Adhesives Polyset® AH -160. •••• •••• Table 7: Attachment Resistance Expressed as a Moment - Mf(ftlbf) • • for Mortar Set Systems • •• ' • • Tile Profile Tile Application • � ¢ttaGhmen3 • kssislance...•. • Malibu Tile Mortar Set' •• 20.60 • • • 1 Tile-Tite Roof Tile Mortar. MIAMI•DADE COUNTY APPROVED NOA No.:16-0314.07 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 5 of 7 5. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved". MIAMI•DADE COUNTY APPROVED � EA -61-7-a" FLORIDA (LOCATED ON UNDERSIDE OF TILE) OR EAGLE FL (LOCATED ON FRONTSIDE OF TILE) MALIBU CONCRETE ROOF TILE LABEL, SUMMERVILLE PLANT • • • • • • • • • •• • • • • • • • • • • •••• •••• • • • • • • •••• •••• • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • •• • •••• • • • • • NUA No.:16-0314.07 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 6 of 7 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 AHJ or applicable Building Code in order to properly evaluate the installation of this system. PROFILE DRAWING NAIL HOLE MALIBU CONCRETE ROOF TILE END OF THIS ACCEPTANCE MIAMI•DADE COUNTY APPROVED . .... .... . . • . . .... .... . . . . .. . . . . . . . • • . . • • • . . • . . •• . • NOA No.:16-0314.07 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 7 of 7 MIAMI•DADE crit DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) GAF 1361 Alps Road Wayne, NJ 07470 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami. Florida 33175-2-17-1 T (756)315-2590 F (786) 31525-09 VOA NV .mi ami (Iatic.t! O\ Levu n Um\ SCOPE: This NOA is being issued wider the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County R.ER - Product Control Section 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 Section (In Miami Dade County) and/or the Al -IJ (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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 Honda Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof Systems for Wood Decks. 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 finled Rrnd there inns teen nic••••• • change in the applicable building code negatively affecting the performance of this pfdduc't. • • TERMINATION of this NOA will occur after the expiration date or if there has beelttt•revision or.change idn the materials, use, and/or manufacture of the product or process. Misuse of this NOA•i3Stii endoiteitntpt of arty product, for sales, advertising or any other pw-poses shall automatically terminate this N0A. FaiiWro comp;••• • • • with any section of this NOA shall be cause for termination and removal of NOA.• •• • • ADVERTISEMENT: The NOA number preceded b\ the words Miami -Dade Couufy -'Iyrida, and•followed by the expiration date may be displayed in advertising literature If any portion of tine NO•A is das{>.li}'od, 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 ?t!s distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No 13-0424 09 and consists of pages 1 through 16 The submitted documentation was reviewed by Jorge L Acebo. MIAMI-DADE COUNTY APPROVED NOA No.: 13-1022.15 Expiration Date: 11/0,1/18 Approval Date: 11/06/14 Page 1 of 16 Membrane Type: Deck Type l• Deck Description: System Type E: All General and System Fire Barrier: (optional) Base sheet: Fastening Options: IX BUR Wood, Non -insulated 19/32" or greater plywood or wood plank decks Base sheet mechanically fastened Limitations shall apply. FireOut" Fire Barrier Coating. VersaShieldg' Fire Resistant Roof Deck. Protection or Securock" Gypsum Fiber Roof Board. GAFGLAS'' 480 Ultima"' Base Sheet, Stratavele Eliminator"' Nailable Venting Base Sheet, Ruberoie 20, RuberoidF SBS Heat -Weld' Smooth or Ruberoid ' SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; GAFGLAS''' Ply 4, GAFGLAS' FlexPly" 6, GAFGLAS'' #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps al a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c in the field. (Maximum Design Pressure -4i psf: See General Limitation #7) GAFGLASI' Ply 4, GAFGLAS' FIex.Ply'N 6, GAFGLAS'' 475 Base Sheet or any of above base sheets attached to deck with Drill -Tec'' 412 Fastener or Drill -Tec" 414 and Drill - Tee.' 3" Steel Plate, Drill -Tec'' AccuTrac`g' Flat Plate or Drill -Tec'' AccuTrac'k' Recessed Plate 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure -45 psf. See General Limitation #7) GAFGLAS'. Flex Ply'' 6. GAFGLAS' 475 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o e at the 4" lap staggered and in two rows 9" o.c in the field (Maximum Design Pressure -52.5 psi: See General Limitation #7) GAFGLAS 480 Ultima" Base Sheet, Ruberoie 20, Ruberoid Mop S:,tli g fno base slice( attached to deck with approved Iannular ring shank banns aiti�i.invered 3" steel l�t'tt•Pjt•a fastener spacing of 9" o.c at the 4- lap and in two rows sta0. �.e.witli.iaa‘ner spatula of 9" o.c. in the center of the membrane • . . (Maximum Design Pressure -60 psf See General Limitu:• � ipyz.t7) • • •••.• GAFGLAS 475 Base Sheet or any of above base sheets attacried to decic.\v'th Drrlt-'IrZ�; 412 Fastener or Drill -Tec" 414 Fastener and Drill -Tec" 3�'9teef Platiefisitl•Tec''•��••• AccuTrac'' Flat Plate or Drill -Tec' AccuTracV Recessed P.4144;.'. o.c. inn it rows Urn rtnw. • is in the 2" side lap. The other rows are equally spaced approliitately;)" o.y: it thc;iii-Ai>i • the sheet. .••'• (Maximum Design Pressure -60 psi See General Limitut i #9) • • • •••• • • • • • •• . Any of above Base sheets attached to deck approved anuiular ring shank nails and 3" inverted Drill -Tec" insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure -60 psJ. See General Limitation #7) NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 14 of 16 Fastening Options: (Continued) Ply Sheet: a Cap Sheet: I X Su rfacing: GAFGLAS° #75 Base Sheet or any of above base sheets attached to deck with Drill -Tec'' # 12 Fastener or DnII-Teen" # 14 Fastener and Drill -Teel' 3" Steel Plate, Drill -Tec AccuTrae' Flat Plate or Drill-Tcc'M AccuTrac® Recessed Plate 8" o.c. in 4 rows One row is in the 2" side lap. The other rows are equally spaced approximately 9" o c. in the field of the sheet (Maximum Design Pressure —75 psf: See General Limitation #7) One or more plies of GAFGLASr` Ply 4 or GAFGLAS'8' #80 Ultima Base Sheet adhered In :I fall mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (Optional) Qne ply of GAF GLAS Mineral Surfaced Cap Sheet or GAFGLAS!' EnergyCap'm BUR Mineral Surfaced Cap Sheet adhered m a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs /sq. respectively In a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat Surface Seal SB applied at Ito 1.5 gal./sq. Maximum Design Pressure: See Fastening Options MIAMI DADE COUNTY APPROVED • • • • • • • • • •• . • • • • •. • . • • •••• • •••• • • .••• • • • • •• •• • • • . • • • • • • • •• • • • •••. • . • NOA No.: 13-1022.15 Expiration Date: 11/04/IR Approval Date: 11/06/14 Page 15 of 16 • • • • • • • • • • • • • WOOD DECK SYSTEM LIMITATIONS: I A slip sheet is required with GAFGLAS' Ply 4 and GAFGLAS�" Flex Plyn' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 'A" DensDeck' Roof Board or'A" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL .LIMITATIONS: Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2 Insulation may be installed in multiple layers. The lust laver shall be attached in compliance with Product Control Approval guidelines A11 other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern oldie top layer 3. All standard panel sizes are acceptable for mechanical anachment When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4 An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. if no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles. 24" o c , or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 Ibf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested. are below 275 1bf. insulation attachment shall not he acceptable 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based : n a minimum fastener resistance value in conjunction with the maxonwn design value listed withn a, pecifls.s,stetn. Shinjrjrjl,e fastener resistance be less than that required, as determined by the Building Officim11 r ;vised j'astewer spae.rng.• prepared, signed and sealed by a Florida Registered Professional Engineer, Register“1.1ichite:t.,*112egisteieil•:. Roof Consultant may be submitted. Said revised fastener spacing shall utilize the w461:ciraiwal resistance value • taken from Testing Application Standards TAS 105 and calculations in complianc .eaitlt• Standard RAS 117. •••• •••• • • 7 Perimeter and corner areas shall comply with the enhanced uplift pressure requiremeNts cf these•ai'ee•. Faste�i��•• densities shall be increased for both insulation and base sheet as calculated in coin fiance with Roofing Applictittun Standard RAS 117. Calculations prepared, signed and sealed by a Florida registere0 Potiftssionwl Enggineei, • Registered Architect, or Registered Roof Consultant (When this limitation is specifically ► ciei iid within • • • • this NOA, General Limitation #9 will not be applicable.) •• •••••• • 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs s iallrconfornt to Roofing Application Standard RAS 1 1 I and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (Le perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation til will not be applicable.) 10 All products listed herein shall have a quality assurance audit in accordance with the Florida Building Codc and Rule 61G20-3 of the Florida Administrative Code END OF THIS ACCEPTANCE NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 16 of 16 TGRIR 1306 - Rooting Systems Page. % or 2 "GAFGLAS® 480 Ultima'' Base Sheet" may be used in any of the following systems. "GAFGLAS® Flex Ply 6" and "Tri -Ply® Ultra -Flexible Ply 6" are suitable alternates to "GAFGLAS® Ply 6". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite ,nsulation in any of the following PSC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "TOPCOAT® Fireshield MB" at 2br to 3-ga1/100-ft2. "Ruberoid® Dual Smooth" may be used as an alternate to "Ruberoid® Mop Smooth" or "Ruberoid® Mop Smooth 1.5" or "Ruberoid® Mop Plus Smooth" or "Ruberoid® 20" Class A, B and C Hot roofing asphalt, for use with glass felts or modified bitumen men'r‘rtrt "Ruberoid® Heat Weld" 585 roofing membranes may be used in heu or "Ruberoid® Mop" SBS roofing membranes in any applicable Classification. Class A 1 Deck: C-15/32 Incline: 3 Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuard'" Roofboard", minimum 'i -in. thick, or United States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) of "SECUROCK® Glass -Mat Roof Board tType- SGMRX), minimum 4 -in. thick. Insulation: — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or mare plies Type G1 "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" �r "GAFGLAS® Flex Ply 6" or "Tri-PIy19 Ultra -Flexible Ply 6", fully adhered with hoot roofing asphalt. Surfacing: — Gravel. 2 Deck: C-15/32 Incline: 2 Barrier Board (Optional): — One or more layers Georgia-P3c,r'c Gypsum LLC "DensDeck® Roofboard" or "DensDedkff9 Pnrne Roofboard" or "DensDeck® DuraGuard"" Roofboard", minimum w.in. thick, or United States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX), minimum 1/4 -in. thick. Insulation: — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or "Tri -Ply® Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet " or "GAFGLAS® EnergyCap— BUR Mineral Surfaced Cap Sheet", fully adhered with not roofing asphalt. 3. Deck: NC Incline: Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensL eck®Prime Roofboard" or "DensDeck® DuraGuard'" Roofboard", minimum 'w -in. thick, or United States Gypsum Co "SECURC:L•k i Q•or Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX), minimum Y -in. thick• • • • •• Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate%r uitthane pr • • perlite/polyisocyanurate composite or perlite/urethane composue or wood fiber/polyisocyanurate cc'r•pp64 or phe•olic, 2 -in maxia'*aS.• Ply Sheet: — Two or more plies Type G1 "GAFGLAS® Ply 4" or ' Tri -Ply® Ply 4" or "GAFGLAS® Flex P 6"o r "Tri-Ply®•Ultra-Flexile Ply • 6", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet or "Tri -Ply® Mineral Surfaced Cap• Sonet"• FQL•AS or "GA%Energy,an" • BUR Mineral Surfaced Cap Sheet", fully adhered with hot roofing asphalt. •••• •••• • • • 4. Deck: C-15/32 Incline: 1 • • - •• ••• • • Slip SheetO tional : — Red rosin paper, nailed to deck. • • • Insulation (O tion:al — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate melharIcally fasteied oradhered ly(jle••• OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. • Base Sheet: — � ply Type G2 "GAFGIAS® #75 Base Sheet" or "Tri -Ply® #75 Base Sheet" or "GS.FGLAS�g #80 Oltima'" Base SI=e4'• • • or "GAFGLAS® Stratavent® Eliminator"" Venting Base Sheet (Na fable)", mechanically fastened. •••• ••••• • • Ply Sheet: — Dne or more plies Type G1 "G�F�'lA5(a) Ply.4" or "Tri -Ply® Ply 4" or GAFGLAS® Flex Ply 6" or "Tri -P1/ . tr (Flexible Ply 6", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced C Sheet" or 'Tri -Ply® Mineral Surfaced Cap Sheet" or "GAFGLAS® EnergyCap'"' BUR Mineral Surfaced Cap Sheet', Fully adhered with hot roofing asphalt Coating (OEtionaJ, —'"TOPCOAT® EnergyCote'"' Elastomeric Coat ng" or "TOPCOAT® MB Plus" or "TOPCOAT® 322 Wh,te Eiastornenc Coating", applied at a rate of 2-gal./100-ft.' hrrn r/riatahace III cnmicgi-hin/XYV%template/LtSEX f /1FRAMS/showpage.htmt name=l... 4919013 MIAMM DE_ COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) The Dow Chemical Company 1605 Joseph Drive 200 Larkin Center Midland, MI 48674 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miami dade.Eov/economy SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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: TILE BOND"' Roof Tile Adhesive LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city? §tate 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'therehas beef tQ 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 revisions change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endapsei3i it of any product, for' • sales, advertising or any other purposes shall automatically terminate this NOA. Failure to cbmpl"with any seetion (If 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 NOA renews NOA No.14-0820.08 and consists of pages 1 through 8. The submitted documentation was reviewed by Gaspar J Rodriguez. MIAMFDADE COUNTY APPROVED NOA No.: 16-0222.01 Expiration Date: 08/23/21 Approval Date: 04/14/16 Page 1 of 8 ROOFING COMPONENT APPROVAL Category: Sub Category: Material: Roofing Roof Tile Adhesive Polyurethane SCOPE: This approves TILE BONDTM Roof Tile Adhesive as manufactured by The Dow Chemical Company as described in this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable building code, do not exceed the design pressure values; as obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using TILE BONDTM Roof Tile Adhesive. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications TILE BONDTM Roof Tile N/A TAS 101 Single component polyurethane foam roof tile Adhesive adhesive PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of TILE BOND roof tile adhesive. MANUFACTURING LOCATION: 1. Wilmington, IL PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2842 ASTM E 96 3.00 Perm / Inch • ASTM D 2126 -0.47% Volume Chanke @'•40°C.: 2 Ayieks -4.05% Volume Change *@7.0°C., LQQ% flumidity, 2 weeks ASTM D 2856 86.3% 1.83 lbs./ft.3 • • • • • •• • Red1its • • • • • •••••••• 14.31 psi • • •• 31.2 lbf @ 180°F, 65°4 for 12U da}rs, concra6e• • • to concrete • • 2.21% absorbed by Vek e: • • • • Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation MIAMFDADE COUNTY APPROVED NOA No.: 16-0222.01 Expiration Date: 08/23/21 Approval Date: 04/14/16 Page 2 of 8 • • EVIDENCE SUBMITTED: Test Aeencv Test Identifier Test Name/Report Date IBA Consultants Inc. 4848-8 TAS 101 05/19/08 4848-7 TAS 101 05/19/08 4848-6 TAS 101 05/19/08 4848-5 TAS 101 05/19/08 4848-4 TAS 101 05/19/08 4848-3 TAS 101 05/19/08 4848-2 TAS 101 05/19/08 4848-1 TAS 101 05/19/08 Trinity ERD D984O.09.09 TAS 110 09/17/09 INSTALLATION: 1. TILE BOND' Roof Tile Adhesive may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of TILE BOND' Roof Tile Adhesive. 2. TILE BOND" Roof Tile Adhesive shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of TILE BONDT" Roof Tile Adhesive shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. TILE BONDT" Roof Tile Adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and The Dow Chemical Company TILE BONDT" Roof Tile Adhesive Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed byThe Dow Chemical' . Company. • • • •• 5. Pressure treated wood filler block shall be required on all eave course of all tile profiles, $xcept on two piece • barrel tile •••••• ..�.j'IL 6. Tiles must be adhered in freshly applied adhesive. Tile must be set within 4 minutes ailq E BPNR TM Rom:..' Tile Adhesive has been dispensed.. •• •.. • • 7. TILE BONDTM Roof Tile Adhesive placement and minimum patty weight shall be inrccbtaance witfi the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein.. MIAMI.DADE COUNTY APPROVED .. .• . . . • • • NOA No.: 16-0222.01 Expiration Date: 08/23/21 Approval Date: 04/14/16 Page 3 of 8 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. TILE BOND"' Roof Tile Adhesive can be used with flat, low, medium and high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofmg Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of TILE BONDT"' Roof Tile Adhesive roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. 1 \ F r2� F'_ MS 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. —W LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. MIANtOADE COUNTY APPROVED BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate tivipstalhttion of this system. • ` • • •••• • • •••• • •• • • • • • • • • TABLE 1: ADHESIVE PLACEMENT FOR EACH GENERIC TILE BRbFILk • • • Tile Profile Placement Detail Minimum patty Weight per tile (grams) : " : Contact Area ••••. �Squalre inc es) ; • Flat / Low Profile #1 11.1 • " • • • �•.5 : Medium Profile #2 11.0 19.5 High Profile ( Head) High Profile (Nose) #3 22.0 11.0 39 19.5 Two Piece Barrel #4 11.6 20 MIAMFDADE COUNTY APPROVED NOA No.: 16-0222.01 Expiration Date: 08/23/21 Approval Date: 04/14/16 Page 4 of 8 • • • • • ADHESIVE PLACEMNT DETAIL LOW (FLAT) PROFILE DETAIL #1 MIAMI-DADE COUNTY APPROVED i///// 1111,..:•• . • . .. . . • • • ..• • • • • •••• • .. • • • NOA No.: 16-0222.01 Expiration Date: 08/23/21 Approval Date: 04/14/16 Page 5 of 8 MEDIUM PROFILE DETAIL #2 MIAMI DADE COUNTY APPROVED • • • • • .. .. • • • • •••• •••• • • • • •••• •••• • • • . .... • • • • •• • •• • • •• . ..• •••• • • • • • NOA No.: 16-0222.01 Expiration Date: 08/23/21 Approval Date: 04/14/16 Page 6 of 8 HIGH PROFILE DETAIL #3 MIAMI-DADE COUNTY APPROVED . . . . . . . .. . . • . . . .... .... . . .... .... . . .. .. • • • • • • • • • • .. .. • •••• • • • • • • • • • • • • NOA No.: 16-0222.01 Expiration Date: 08/23/21 Approval Date: 04/14/16 Page 7 of 8 BARREL PROFILE DETAIL #4 MIAMI.DADE COUNTY APPROVED END OF THIS ACCEPTANCE . . . . .. .. . . . • . .... • • .... . . .... . . .... . . . •. • • • •. • • • • ..• .... • .. • NOA No.: 16-0222.01 Expiration Date: 08/23/21 Approval Date: 04/14/16 Page 8 of 8 MIAMEDADE 1lzTh DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 1 1805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www. miami d a de. Qov/ econ o my Polyglass USA Inc. 1111 W. Newport Center Drive Deerfield Beach, FL 33442 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section 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 Section (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 theirjurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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: Polyglass Polystick Underlayments 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 Co'ty, Flotidaa and foydVeti by the expiration date may be displayed in advertising literature. If any portion otthe NOA i•.s. isplay eti;•tht�p • 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 rair21•: • shall be available for inspection at the job site at the request of the Building Official. • • ••• ••• • This NOA renews and revises NOA No.14-0717.08 and consists of pages 1 through 8. •.. • •: The submitted documentation was reviewed by Gaspar J Rodriguez. . .•.• . . • . • NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 1 of 8 ROOFING COMPONENT APPROVAL Category: Sub -Category: Material: Roofing Underlayment SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Product Polystick IR -Xe Manufacturing Location #1 & #2 Polystick Dual Pro Manufacturing Location #2 Polystick Tile Pro Manufacturing Location #2 Polystick TU Max Manufacturing Location #1 & #2 Polystick TU P Manufacturing Location #2 Polystick TU Plus (Surface Printing) Manufacturing Location #1 & #2 Polystick MTS Manufacturing Location #2 Polystick MTS Plus Manufacturing Location #2 Elastollex S6 G Manufacturing Location #2 Dimensions 65' x 3'3-3/8" Or65'x3' 60 nils thick 61' x 3'3-3/8" 60 mils thick 61' x 3'3-3/8" 60 mils thick 65'8" x 3'3-3/8" 60 mils thick 32'10" x 3'3-3/8" 130 mils thick 65' x 3'3-3/8" 80 mils thick 65'8" x 3'33/8" 60 mils thick 65'8" x 3'3-3/8" 60 mils thick 32'10" x 3'3-%" Test Specification ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 TAS 103 TAS 103 and ASTM D 6164 Product Description A fine granular/sand top surface self -adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. A rubberized asphalt self -adhering, glass-fiber/polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt self -adhering, glass-fiber/polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt self -adhering, polyester reinforced waterproofing membrane. Designed as a a roof tile underlayment. A rubberized asphalt waterproofing membrane, glass- fiber/polyester reinforced, with a granular surface designed for use as a tile roof underlayment. A rubberized asphalt self -adhering, glass-fiber/polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced wit .polyolefinic film on the upper surface for use as an und$traSfilent f» - 1 roofing, roof tile, slate tiles+andshinglie underlayment.' • A homogeneous, rubberized.spjsalt watetiproofing . membrane, glass fiber reiniorced with pel3+oleftni; in : on the upper surface for use•asean undeilfrytnent fot•q-tttil roofing, roof tile, slate tilesWelthingte.u>aderlaynterf ' Polyester reinforced, SBS:fit t'iied bitumen membratt�, with a sanded back face acid a,?'anule:toplerface.'ror• use in roof tile underlaymcnlsy:tems .�� • • • • NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 2 of 8 MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL Test Agency Trinity I ERD PRI Asphalt Technologies Momentum Technologies, Inc. LABELING: EVIDENCE SUBMITTED Test Identifier P10870.09.08 -R1 P 10870.04.09 P33360.06.10 P33370.03.11 P33370.04.11 P36900.09.11 P37300.10.11 P40390.08.12-2 P37590.07.13-1 P45270.05.14 P46520.10.14 P44360.10.14 P43290.10.14 PLYG-SC 10130.06.16-3 PLYG-10130.06.16-1 PUSA-035-02-01 PUSA-055-02-02 PUSA-089-02-01 JX20H7A RX14E8A DX23D8B DX23D8A Test Name/Report TAS 103 TAS 103/ASTM D4798 & G155 ASTM D1970 TAS 103 ASTM D 1623 TAS 103/ASTM D4798 & G155 TAS 110/ASTM D4798 & D1970 ASTM D 1623 ASTM D6164 TAS 103, TAS 110 & ASTM D1623 ASTM D1623 TAS 103 & TAS 110 ASTMD 1970 & TAS 110 TAS 103 & TAS 110 ASTM D 1970 & TAS 110 TAS 103 TAS 103 TAS 103/ASTM D4798 & G155 Date 12/04/08 04/13/09 07/01/10 03/02/11 04/26/11 09/01/11 10/19/11 08/07/12 07/02/13 05/12/14 10/03/14 10/07/14 10/17/14 06/27/16 06/27/16 09/29/06 12/10/07 07/06/09 TAS 103/ASTM D4798 & G155 04/01/08 TAS 103/ASTM D4798 & G155 • • 11/09/09 TAS 103/ASTM D4798 &•Ci155 • 02/18/11l:' TAS 103/ASTM D472 &•(1155 02/18/10.• • • • • • • • • • • • •• • • • •••• •••• 1. All membranes or packaging shall bear the imprint or identifiable marking of the man=turer'� s a or logos city and state of manufacturing facility and the following statement: "Miami -Dade Coupjx J'j-pduct Cogtrol Approvj 1 or the Miami -Dade County Product Control Seal as shown below. • • • MIAMI DADE COUNTY APPROVED • • • •• • • •••• • • • • • • • • BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. MKAMIOADE COUNTY APPROVED NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 3 of 8 1 INSTALLATION PROCEDURES: Deck Type 1: Deck Description: System Type E(1): Anchor/Base Sheet: Fastening: Membrane: Surfacing: Deck Type 1: Deck Description: System Type E(2): Anchor/Base Sheet: Fastening: Membrane: Surfacing: Deck Type 1: Deck Description: System Type E(3): Anchor/Base Sheet: Fastening: Ply Sheet: Membrane: Surfacing: Wood, non -insulated Min. 19/32" plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered One or more plies of ASTM D 226 Type II or ASTM D 2626. Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS or Polystick MTS Plus, self -adhered. See General Limitations Below. Wood, non -insulated Min. 19/32" plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered One or more plies of ASTM D 226 Type 11 or ASTM D 2626. Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Elastoflex S6 G, hot asphalt applied See General Limitations Below. Wood, non -insulated Min. 19/32" plywood or wood plank • Base sheet mechanically fastened to deck, subsequent cap•merrbranD self- adhered. One or more plies of ASTM D 226 Type II or ASTM D 2626. • • Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. 4,09.pninimurp•4;'jiead base sheet only) • • Polystick MTS Plus, self -adhered with minimum 3" horizontal i ns and nirafrsn 6" vertical laps. Polystick TU Plus, self -adhered. See General Limitations Below. • • • • • • • • • • •• • • • • • •••• • • • • •• • • • • NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 4 of 8 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose deck panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 1 1 1. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3-'/z" and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment_ The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick Dual Pro, Polystick Tile Pro, Potystick TU Plus, Polystick MTS and Polystick MTS Plus may be used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof tile systems and quarry slate roof assemblies. • Polystick TU P may be used in all the previous assemblies listed except metal ropfing. • • Polystick IR -Xe may be used in all the previous assemblies listed except metal r6901 ;and rpof the systems.' • Polystick TU Max may be used in non-structural metal roofing and roof tile systems • • • Elastoflex S6 G may be used in roof tile systems only. • .... .... • . 3. Deck requirements shall be in compliance with applicable building code. • 4. Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, 1 yyylpIck dholysticiz'IT Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, Clea .444siry surface. The deck• shall be free of irregularities. . • • • 5. Polystick IR -Xe, Potystick Dual Pro, Polystick Tile Pro, Potystick TU Max, Itolystiek Til P, Polysticl.W'4� Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existitg.tb' c membrane as a recover system. 6. Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Exposure Limitations (Days) MTS IR -Xe Elastoflex S6 G TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus Winter Haven, FL 180 90 180 180 180 180 180 180 180 Hazelton, PA N/A 90 N/A 180 N/A N/A N/A 180 N/A NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 5 of 8 • i 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick Tile Pro, Polystick TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies, the maximum roof slope shall be as follows: (See Table Below) Tile Profile Polystick MTS Elastoflex S6 G Polystick TU Plus, TU P, Tile Pro, Dual Pro Polystick TU Max Polystick MTS Plus Flat Tile Prohibited without battens 4:12 6:12 6:12 5:12 Profiled Tile Prohibited without battens 4:12 6:12 6:12 4:12 The above slope limitations can be exceeded only by using battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. When battens are required, they shall be utilized during loading and installation of tiles. 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure — two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, for a total of 6 tiles — for all underlayments except Polystick MTS which shall be loaded onto battens. )iOt liecK INeiTared w' fl POL.YSIICK 1U H& I4AP41OADE COUNTY APPROVED Roottny Tiles ;6 Max. Per Stack) 32 5 • • . • .• • ASIR • • ••••.• • _a • • •••• • •• •• • • •• • • • • • • • • • •• • • ••••••• •• ••,___ • •YG••• • • • • • • • • • •• • • • —`• •••••• • • • • • • •• •••• • • • • • •• • NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 6 of 8 w 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Section for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1 %" metal disk as required in Miami -Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back -nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact.• • • • 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniPormlayer pyglass • f4 • Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premiun Agralashing Cement, • • XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing•ce nt, apglie .in between • the application of the lap. The use of mastic between the laps does not apply to Polystick MTS! • • • 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlaymerlts? &ler to7nts'Pd9yglass•T • Loading Guidelines. See General Limitations #9 and #10. •• • • 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be used on il4 prejyects fpr pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of15.14"/C2", preefrautions sl$tfl$'13e taken, such as the use of battens to prevent tile sliding during the loading process. • • • ••• 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. MIAMIDADE COUNTY APPROVED NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 7 of 8 10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE MIAMI DADE COUNTY APPROVED • • • • • • • •• • • • • • • • • • • •••• •••• • • • • •••• •••• • • • • •• •• • • • • • • • • • • • • • • • • • • • • •• • •••• • • • • • NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 8 of 8