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RF-18-1300gHO1es t�! FCOR'lDp' Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 (Permit Parcel Number Issue Date: 6/1112018 Permit NO. RF-5-18-1300 Permit Type: Roof Work Classification: Tite/Flat Permit Status: APPROVED Expiration: 12108/2018 Applicant 1029 NE 104 Street 1122320290120 Miami Shores, FL 33138-2655 Block: Lot: SHAWN ST PRIX Phone Cell SHAWN ST PRIX 1029 NE 104 ST (305)525-5827 MIAMI SHORES FL 33138-2655 Contractor(s) Phone Cell Phone ALL FLORIDA CONSTRUCTION SERV (800)245-0125 /pe of Work: Re Roof dditional Info: RE -ROOF BERMUDA FLAT TILE AND TORCH lassification: Residential canning: 3 Fees Due Amount Bond Type - Contractors Bond $500.00 CCF $16.80 DBPR Fee $4.88 DCA Fee $3.25 Education Surcharge $5.60 Permit Fee - New Roof $325.00 Scanning Fee $9.00 Technology Fee $22.40 Total: $886.93 Valuation: $ 28,000.00 Total Sq Feet: 3580 Pay Date Pay Type Amt Paid Amt Due Invoice # RF-5-18-67551 06/11/2018 Check #: 1500 $ 836.93 $ 50.00 05/16/2018 Cash $ 50.00 $ 0.00 Bond #: 3794 Avananie i 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 myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructioo4d 4-pnina; Futfierrnxe, I authorize the above -named contractor to do the work stated. June 11, 2018 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy June 11, 2018 1 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC Miami Shores Village kEL L ; ;' Building Department MAY 16 018 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 r INSPECTION LINE PHONE NUMBER: (305) 762-4949 �,h) FBC 2014 Master Permit No. ' ��.JI.J�.J Sub Permit No. ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP I CONTRACTnOR DRAWINGS JOB ADDRESS: I (i Z • F. 10 S� K Ef -777 City: Miami Shores t� County: Miami Dade Zip: ( Sy Folio/Parcel#: 41 - 223� �Da / —O/oi O Is the Building Historically Designated: Yes NO Occupancy Type�� Load: Construction Type: ?b& Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):_ S HA W h/ X Phone#: s2 5 - 5 S27 Address: 5 A ME City State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: h R og i t)A Cms4yuG'1 im R0d)=Phone#: � Address: (,�n1 M E 1 &-7 t` C-- f :� ry sArV City: l� ^ ` ► R , + State: F� �OR11� %� Zip: 3 Qualifier Name: ill C ERiSD% Phone#:3DT--3(iO- State Certification or Registration M c-CG /32 73-3o Certificate of Competency #: DESIGNER: Architect/Engineer: ne#: Address: City: State: Zip: Value of Work for this Permit: $ oZ$ }01) D Square/Linear Footage of Work: 3 A�;-ssD S 17 Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ �— g� Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City ,y State Zip 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. I 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 y4l be charged. Signatu OWNER or AGENT The foregoing instrument was acknowledged before me this ()*L day of ri A y 20 ► a by �j { jA YVN 5'f P R ( X , w 1 § personally known o me or who has produced identification and who did take an oath. NOTARY PUBLIC: Print: Seal: I .'•;eo, EXPPES February 11, 2019 407>39'3-0'53 Signature. CONTRACTOR The foregoing instrument was acknowledge efore �methis /D #` day of A4A l 20 /9 by q(/ l�,rL GF{�`�2 1_ Cy pis personally kno to as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Print: Seal: My COMMISSION # FF198649 �Q. EXPIRES February 11, 2019 (407).39.9.0'53 n...;,,�.-_..._..._ . as APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) f 1 hk EI'dED ROOF ASSEMBLIES AND ROOFTOP STRUCTURES MAY 1 '6 1Q1 Florida Building Code 5th Edition (2014) C0 1 i 1 High- V �ij Cifjr` urr p ` � o Permit Application Form. 001 ti° ' ( r !- nformation) 1 Master Permit No. `d Process No. 1 1 Contractor's Name Job Address O 2 ,� 1 1 ROOF CATEGORY 1 Low Slope ❑ Mechanical) Fastened Tile Y � Mortar/Adhesive Set Zi�S• 1 ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wool Shingi.es/Shak" • • � 1 ....'. ❑ Prescriptive BUR-RAS 150 090 . . •, ...... .. . ROOF TYPE ...... 1� ❑ New roof ❑ Repair ����•� • ❑ Maintenance Reroofing• • • • P ReF4Ya1'fi9 : •' • �: ROOF SYSTEM INFORMATIO "" • • • • 1 Low Slope Roof Area (SF) 36 Steep Sloped O� Roof AREA (SSF) 322-0 Total (SF D fi� 7'-'; • • • •; • :**:0: . . . . Section B (Roof Plan) • • • • • • ...... 1 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers antl.aueAw drains•Inslude sions of sections and levels, clearly identify dimensions of elevated dirrien- • i s pressure zones and location of parapets. • • 1 a 3u M ENEMOM■MEN■N■w. iNEIR ■ li■®IGBN■■�■■■■■■M■�S�I■■//■■I■' I■■1S■■"I,■ slim ■■■■■■■■�'■ ii: r� ���I�is■iFI�I�TTriiC■■■�CCI ■■■ :: is D�■■■■■�,IMVI■■■■■■■■■I■�\■ - Mal ►. 1E®� ■■■i■■■ i��■�=:ter_ ����..��■ ©®®�■■■in■■ fin■■■■■■■■■■■■■■■ ■■��•Cr. ■■■■■■■■■■■■■■■ ■■OMEMIZ11= ■M■■OMEN■■■■■■■ FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37 Copyright to, or licensed by, rCC (ALL RIGHTS RESERVED): accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: �_A-r-C &'r-q Notice of Acceptance Number: Ito — D L 1 7 , b '7 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Deck Type: I G X I y1i✓��) 7 >1 Type Underlaymen#: 4P 3 c) �m `� • 1 • •; • . . Roof Slope: — • • • • • 12 ...... .• ...... Insulation: ��� •••••• .1 •••• • • •••••• .�••. Fire Barrier: • • . • • • •1•••• Ridge Ven it Son? Fastener Type & Spacing: �� OC.'.i • W-A4 •••• 10/ • • .1 Adhesive T S e�—' ' 1 Type Cap Sheet: 527% e TU lcLb �� 1 Mean Roof height: . —I — Roof Covering: 1 n\'j r fl Type & Size Drip 1 Edge: 1 1 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.39 ' Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculatlons) For Moment based tile s ystems, choose either Method 1 or 2. Compared the values for Mrwlth the values from MF Utie Mt valves are greater than or equal to the Mr values, for each area of the root, then the the attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (Pt: 3 1zX- ZD �' -s $,cI -Mg: b•$b =r4i '8 7 NOAMt L0- % (P=:_a_._L_: x - 20 = 13. _Mg: 6 = M, Z ' No NOA Mt / l (Pa: /GL.7 z X .6 y 1- Mg: 6 • u i� = M�.� S7 NOA Mt J/ k 4 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (K) Fi o�Table Below / NOA Mt • Mr quired Moment Reels ce*KU" Roof Height Rodllopo 15' 20' 25' 00000* • . • e'i�'• W x 2 34A 38.2.. s .. . 2 ... Ajf--73L4__.3 a 326A:12 .8 27. •� *Mast be used in njuncton with a of oment based tie systems endorsed y the • • .. . Broward Coun and of Rules and Appe For Uplift sed the systems use M od 3. ompared the values F' with the valves for r If the F' values are afar than equal to the F es, for each area -of a roof, then the tale ent method is ptable. Method 3 "Up ' Based Tile Cakulatio er RAS 127- (Pi: zl:_ z w• _)-W:_zcose. = INA AF' :W:_zcoa9 _= Fr2: F'(Pj:_zl:_=_z w:- -W:z 8:_= Fra: AF'- Where to-OfitaW Information Description Symbol Where to fin Damp P 1 or P2 a P3 RAS 127 T 1 an enamocroQ amlysis pjbpawd by PE based on ASCE 7 Mean Rqbf Heigid H Job Site g Job Site NOA Moment W GMVitY MR NOA Aftwbvaqht Resiatmw Mr NOA —GigamamwResiafsnoe K N, M -- Itesistaooe r NOA R"'tW' Fr Calculded A Tile W 'W NOA ile Dimenmooa >= w` width NOA All aiaubdons mast be submitted & j at 4k. of on Miami Shores Village 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 Rate; • s 1 ...... 10050 NE 2nd Ave .. .. • • Miami Shores, FI 33138 • ...... .. . ...... Re: Owner's Name: S "v\J M E>—r pRix • • • • : •' •': ...... Property Address: (p}- ...... .... ..... Roofing Permit Number: ...... • • . . . ...... Dear Building Official:.• I 5H/q ►'vtJ 5-f IPn 1k certify that I am not required to retrofit the roof to wall conMeaftfs of my • building because: )The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00, Please attach proof of ad valorem taxation. 'RThe building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Building Code (1994 SFBC) Signature State of Florida County of Dade 5KA c✓A/ S-r /°,e r u Print Name The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this Notary Public, Sate of Florida at Large w- - Y 9 s -7_ 0 SSIO: COMMI, tee, f FF19RoGg EX FIRES Febrja e7,3ys-c",3 rY 11, 2019 When the just valuation of the structure for purpose of ad valorem taxation is equal to or more 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 Florida Building -Code .;kh Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Slotted Roof System) Fill in Specific Roof Assembly Components and hlentify Manufacturer (If a component is not used, ken* as'NA,) Sys, NOA No: _ D Design Wind PrFaures, From ns: RAS 128 or Calculatio7c9 Pmex1:—t— Pn*sx2::7 / Pmaxz/ o8 Fastener Spacing for AnchodBase Sheet Attachment Field: -L- oc @ Lap. # Rows _Z @ ._!_ - oc Perimeter. L - oc M Lap, # Rows Q oc Comer: -L' oc @ Lap, # Rows ' oc Number of Fasteners Per Insulation Board Max. Design Pressure, From the S NOA System 5�2 !i:: P C'� Field Perimeter Comer Deck Illustrate Components Noted and T -� '=� ��� Details as Applicable: GaugefThwaws: ('11) Woodblocldng, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Slope; 1 Strip, Base Flashing, Counter- FlvhM ,, -� I Coping, Etc. : 000 •. 0000 Anchor/easeSheet & No. of Ply(s): Pl / jam: Mean Roof Height,"Parapet Mgglr,: 716ase Vti e F f n e` er Height of Base Flashing, CBA ftfit mt Material, • Ahbl*Material Thiclmess, Fastenbf'Tfpe, Fastener Spacing or Submit ManufagWeM Details that� lnsuiatxxi Base Comply with RAS 111 and1'Chapter 16. • Base Irmilation Size and "mess: L .� .. r.�,J FTC' • 17C) Base Insulation Fastener/Bonding 1: .. Top Insulation Layer.. . Fr.,.. . . I Top lmdation Size and Thickness: r �'l i r (JZ r P pu ba- i Parapet Top Insulation ing Material: V vLOI-ay b'-O P n� Height �-?(( -7 Base hset(s) No. of Pty(s):� b AllFT. Base t FaatenerlBonding Material: % CT)X P I Mean w Ply Sheet(s).11< No. of Ply(_s Roof Height Ply Sheet FasteneNBonding Top Ply t ! L� r'y Top Ply F d Bonding Material: Surfacing:__ _ MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DMSION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economy A •MM DADE GAF 1 Campus Drive Parsippany, NJ 07054 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 Dado taunty) ... • • • • • • • reserve the right to have this product or material tested for quality assurance purposes. *# is productor• • ....;0 material fails to perform in the accepted manner, the manufacturer will incur the expentets'fttich testing - and the AHJ may immediately revoke, modify, or suspend the use of such product or rnati3l ALwithi4...; • • their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined byWiami-Dade • • • • • County Product Control Section that this product or material fails to meet the requirer%'ept *9;the applicable building code. . • This product is approved as described herein, and has been designed to comply with the Florida BuC444. • • • • • Code including the High Velocity Hurricane Zone of the Florida Building Code. : .•. .. . .. . DESCRIPTION: GAF Ruberoid® Modified Bitumen Roof System 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 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 and revises NOA No. 14-0611.01 and consists of pages 1 through 30. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 14-1030.02 =MLAM1-D0ADMEC0=UNTY Expiration Date: 11/06/18 "' • ' Approval Date: 11/05/15 Page 1 of 30 ROOFING SYSTEM APPROVAL Category Roofing Sub -Category: Modified Bitumen Material: APP/SB S Deck Type: Wood Maximum Design Pressure: -75 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Matrix" 102 SBS Membrane 5 gallons ASTM D3019 Fiber reinforced rubberized cold -applied Adhesive adhesive for modified bitumen roof systems. 0.00 GAFGLAS® #75 39.37" ASTM D4601 Type II asphalt imptegnatad and coate$ Base Sheet (I meter) Wide glass mat base sheet. • GAFGLAS® #80 Ultimar Base 39.37" ASTM D4601 Type 11 asphalt impragrNed and coated, Sheet (1 meter) Wide fiberglass base sheet.... GAFGLAS® FlexPlyn, 6 39.37" ASTM D2178 Type VI asphalt impregrmted glass NIT 0 (1 meter) Wide with asphalt coating • • • • • • • • • GAFGLAS® Ply 4 39.37" ASTM D2178 0 Type IV asphalt imDFeg'hhted glass felt • (1 meter) Wide with asphalt coating.. .. .. GAFGLAS1Mineral Surfaced 39.37" ASTM D3909 Asphalt coated, glass fiber mat cep-4leut Cap Sheet (1 meter) Wide surfaced with minetaleaQules. GAFGLAS® EnergyCapT 39.37" ASTM D3909 Asphalt coated, glass fiber mat c' pftet BUR Mineral Surface Cap (1 meter) Wide surfaced with mineral granules with Sheet factory applied EnergyCoteT"' GAFGLAS® Stratavent® 39.37" ASTM D4897 Fiberglass base sheet coated on both sides Eliminator" Perforated (1 meter) Wide with asphalt. Surfaced on the bottom side Venting Base Sheet with mineral granules embedded in asphaltic coating with factory perforations. GAFGLAS® Stratavent® 39.37" ASTM D4897 A nailable, fiberglass base sheet coated on Eliminator" Perforated (1 meter) Wide both sides with asphalt. Surfaced on the Nailable Venting Base Sheet bottom side with mineral granules embedded in asphaltic coating. Ruberoid® SBS 39.37" ASTM D6164 Non -woven polyester mat coated with Heat-WeW' Smooth (1 meter) Wide polymer -modified asphalt and smooth surfaced. Ruberoid® SBS 39.37" ASTM D6164 Non -woven polyester mat coated with Heat -Weld" Granule (1 meter) Wide polymer -modified asphalt and surfaced with mineral granules. RoofMatchT" 107 sq. ft. ASTM D6164 Non -woven polyester mat coated with SBS Modified Granular (9.9 m2) SBS polymer -modified asphalt and surfaced with colored mineral granules. Ruberoid® SBS 39.37" ASTM D6164 Non -woven polyester mat coated with fire Heat -Weld"' 170 FR (1 meter) Wide retardant polymer -modified asphalt and surfaced with mineral granules. NOA No.: 14-1030.02 MIAMI•DADECOUNTY Expiration Date: 11/06/18 ' "' • Approval Date: 11/05/15 Page 2 of 30 Membrane Type: APP/SBS Heat Weld Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutT" Fire Barrier Coating, VersaShield® Fire -Resistant Roof Deck (optional) Protection or Securock® Gypsum -Fiber Roof Board. Base sheet: GAFGLAS® #80 UltimaT' Base Sheet, GAFGLAS® Stratavent® Eliminator' Nailable Venting Base Sheet, Ruberoid® Mop Smooth, Ruberoid® 20, Ruberoid® SBS Heat -Weld"' Smooth or Ruberoid® SBS Heat -Weld'" 25 mechanically fastened to deck as described below; Fastening GAFGLAS® Ply 4, GAFGLAS® F1exPly"' 6, GAFGLAS#75 T® .Base.Sheet of 6 • Options: of above base sheets attached to deck with approved annular ring slialik nails.an4. tin caps at a fastener spacing of 9" o.c. at the lap staggered and•i Ptmo rows14261 o.c. in the field. • • • • • • (Maximum Design Pressure —45 psf. See General Limitatioro IM * . :... ; o A GAFGLAS® Ply 4, GAFGLAS F1exPly" 6, GAFGLAS® #75 E%"Skeet or atv# of above base sheets attached to deck with Drill-TecT" # 12 Fas ten&*, Drill-Tecg* # 14 Fastener or Drill-TecT"' XHD Fastener and Drill-TecT" 3" S'EeVzate, Drill-* TecT' AccuTrac® Flat Plate or Drill-TecT" AccuTrac® Recessea Plate mstalU.. % 12" o.c. in 3 rows. One row is in the 2" side lap. The other royj ara equaliy • spaced approximately 12" o.c. in the field of the sheet. • (Maximum Design Pressure —45 psf. See General Limitation 47) GAFGLAS® F1exP1y,-! 6-, GAFGLAS #75 Base Sheet or any of —a ove-base sheets attached f deck with approved annular ring shank nails and tin caps at a._ fastener, pacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the, field. (Maximum 'esign-Pressur_e—52_Spsf. See General L.imitation_#7)._ _..__.. ---- GAFGLAS® #80 UltimaT"' Base Sheets, Ruberoid® 20, Ruberoid® Mop Smooth, base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —60 psf. See General Limitation 47) GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill-TecT" #12 Fastener, Drill-TecT"' #14 Fastener or Drill-TecT"' XHD Fastener and Drill-TecT"3" Steel Plate, Drill-TecT' AccuTrac® Flat Plate or Drill-TecT" AccuTrac® Recessed Plate installed 12" 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 —60 psf. See General Limitation #7) NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 28 of 30 Fastening Any of above base sheets attached to deck approved annular ring shank nails and Options: 3" inverted Drill-TecT" insulation plates at a fastener spacing of 9" o.c. at the 4" (Continued) lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf. See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill-TecT"' #12 Fastener, Drill-TecT' #14 Fastener or Drill -Tee" XHD Fastener and Drill-TecT" 3" Steel Plate, Drill-TecT"' AccuTrac® Flat Plate or Drill-TecT", AccuTrac® Recessed Plate installed 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) Ply Sheet: (Optional except over Ruberoid® Mop Smooth, Ruberoid® 20, Ruberoid® SBS Heat -Weld"' Smooth or Ruberoid® SBS Heat-WeldT"' 25) One or more plies GAFGLAS® Ply 4 or GAFGLAS® FlexP1yT' 6 sheet adhered in a full mopping of approved. asphalt applied within the EVT range and at a rate of 20-40 lbs./sqt * * * go Ruberoid®Torch Smooth torch.applied-according-to-rnantifa t �r'S IpplicatV.- see instructions: • • • Membr ne: One ply of Ruber ' ® orch Smo�crCftd® Torch Grami eR;m ch" APP Mod' Granu eroid® Energy a ranuie e E CapT" orch Plus FR, i Torch FR aeaceco to man man er's-aPplicaion-instruction a • : •. Surfacing: ne or more plie id® SBSHeat-Weld"' Plus, Ruberoid P Heat- We1d7Phls FR, Ruberoid` SBS Heat -Weld" 170 FR, Ruberoj grgyCap' SBS Heat-WeldT"' Plus FR, Ruberoi - T"' uberoid;$B4e Heat -Weld" Smooth and Ruberoid® SBS Heat -Weld" 25 applied according ttf j in �f—�P�._s �n lotion instructions. Optional on granular surfaced membranes; required for smooth mem"6ranes. 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 4001bs./sq. and 300 lbs./sq. respectively in a flood coat of Approved asphalt at 60 lbs./sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, Tri-Ply® Mineral Surfaced Cap Sheet or GAFGLAS®EnergyCapT' BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. Topcoat® Membrane, Topcoat® MB Plus (to be used as a primer with Topcoat® Membrane) or Topcoat® Surface Seal SB applied at 1 to1.5 gal./sq. Maximum Design Pressure: See Fastening Options NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 29 of 30 ease* eeaeee a e eaeeee • a eeeaee WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® F1exP1yTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum'/" DensDeck® Roof Board or'h" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. 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 first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a frill 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 of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. 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 side lap and one down the center of the sheet al1Q*18g • a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" brea"all be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall: be at a minimum rate of 121bs./sq. Note: Spot attached systems shall be limiteAfty maximulp • design pressure of -45 psf. 0000 • 5. Fastener spacing for insulation attachment is based on a Minimum CharacteristicT ce TF') value Ef' 275 lbf., as tested in compliance with Testing Application Standard TAS 105. Iftke fastener va4vl,• • as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. • • 0 • • AS • 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane atldc drit is based on a minimum fastener resistance value in conjunction with the maximum design value listed within. a specific system. Should the fastener resistance be less than that required, as dei'e�•nrined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registefq4 • • • Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred 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 shall conform to Roofing Application Standard RAS 111 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 (i.e. perimeters, extended comers and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. 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. END OF THIS ACCEPTANCE NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 30 of 30 i Page : O; ! Sii Gi : PLY Yi-EMBRAN-E R^O _N -C SyS; crlS (MODITIED 3=7 UVEN) �hG a d en :r ep` [ _h tem unless o ;wis in ,cared pb_„ol._ insulation may be uS i� any o .�,e 0ii0wl^�g s;•'s. , s. , u^iess otherwise indicated any o` the following Singe Ply Memb� one Systems nav utilize m;;tiple ;aye s or =, beroi=�D Membrane. "GAF . remium Aluminum Roo; Coating" may be ::sad on aay of tr.e .`oliowi; : Classifitat;ons with ,nci;nes not exceeding ./2-;r,. "GAF Weata Coat �hulsio^' may be used on any of the ! --flowing nonpomb;:s:ib;e Ciass;riat;ons ::,^. I e nc::nes ..^.ot exceeding 1/2-in. ';Ruberoid@ ModMied Bitumen Adhesive" or Monsev Corp. "MBA Go;di' or Karnak " -No. -No. 81" adhesives rnay be used in any of the fo;icw;ng noncombustible deck Class:lica4ons. "GA=GLASS^ w80 Premium Base Sheet" nay be used in any of G-e fc;lowi .c systems. (Optionai) Noncombustible deck clzss;`cadons are applicable for use over cornbust;ble (15/32-in..min;mum plywood) decks when -� n (minimun) gypsum boarder 1/4-in. (minimu,^) =orgia-pacific Gy?surn L? C "DerJeck C RCo;coz-d ' e ?r "DensD_ck ime@ Roofooeld or TensDeck D=G:;ard''` Roo`Ooard" are used dir_xly over the deco; with ai: Joints staggered 6-;n. (-;inim.m) fron plywood;oins. A vapor Darner may be optional:y installed under al; sys:erns uti'Iz nil any `cneray-^uard(D" type Ensulat �� .c^. "CAFG�Sp erlit9 ..^..ay bA used 2S "grin insulation. "GA?CLAS^ Stztavent Pecorated "maybe an option over arty gyGuard""" type 3ese Sheet vti;ized as an addittcnal ply in any a' the `ollowin^g systems. Tre fallow''.r- n9e:nbranec may be used interchangeably within own croup: A. "Rube-o;d© Torch Granule" or "Rube-: idO Tench Granule Plus" a.- "Ruberoid@ Torch Granule _"a,' "RubercidO Torc^ 180" or "ROOFMatch— APP Modi`ed Granular" cr 'Tn-P!y© i P—G". 3. "Rube n.;dO Mop Smooth" or "Rubero dp SSS neat Weld Smooth" or ;uberoid0 601 Cap Plus" or "Ruberoid@ 3.0". C. "Rubero'dO Mop Granule" or "Flex ?R?" or "RaberoidO Mop Pius Granule" a- ";UbeM:dO SBs iisat weld Granule" or "Rube nidO S3S neat Weld Plus" =Y S d or "ROO. atci "•So Mc i`ed �2nuia" o-'ir-PiYO S3S Modi led 3it�me^ Me.nbvane". D. "Rube-o;d® Mo 170 FR" or "Ruberc'd@ Du?: FR". • • • • _ "Rube. oid& 30 PR" or "Ruberoid@ 3D FR) or "Ru'_roid@ EnergyCap' S3S 30 FR". • • • • • • • • F. "Ruberoid@ 20" cr "Ruberoid® 20 = " or "R;:beroidO S35 :=eat we:d 2S." • � � � � • • • • • • • • • • •••••• • G. "Rubera!dO S3S Feat weld 170 =R"; "P,uberoid0 o,e:yyCap"' Soy =__.:veld Pius FR" or "Ruberoid@ S35 •-ea` weld Plus • • • • • • •• i FR". i•• • • • • H. "Ruberoid® Torch Smooth" or i ri- jy(D ^ • • • • • • • • • • 1. "Ruberoid@ Map S,rnoot`:" or "Ruberoid@ 20" or "Ruberoid© 20 HT" or "Ruberoide Duo: Smoot"" • • • • • • • • • • 7. "Ruberoid@ Mop Smooth" Or "Rut arcidO Mo., Smooth :.S". o t000000 •••••• • • Unless otherwise indicated, the Mcdrned 'oibsr-en (Granule) menbrane -nay be surfaced with i OPCOA'0 Fires^ield Imo" att-42 :0 3.Gi,,ca!/_OQ- • IF,and the inci;-e a,'`,e resultant system wo_:d be i^c nosed to a 3/4-in. incline: But if he incline of the Ciassi`ed systen is c-eater 1,*9 a • • • • • • • • 3/4-in. incline, the inu,ne o` ne roofing system would be ma;nzained wen su `iced with iOPCOAT(D Freshield MY it 214%3.0-gai?iCO-c7 • • Unless otherwise indicated "Ruben aid@ cnergyCap7' SoS 30 = :s an acceptable a.Zemate `ar "Ruberoid@ 30 FR" a,- "Rib �idJ 30 FRAH *. * • "Rube.-o;d@ Mop 170 FR" or "Ruberoid@ Qua: FR" in any aoa:'.cabie Classification. •• • �?itu:/Iris 2J2Se.'uTI.CJ ICE 1'iij_Y-V% enn.v a C%LIS,EX T/.:.."R.. /SI o-wTp : tnal?i_2_ __ T... 6/29/20 T-F' ' a Roofing Systems pace i o i / 55. Deck: C-15/zZ IrcEne::/2 Base She--- : WO or 7cr a , lies Type o2 "GR=GAS@ # ,5 3ase Sheet" or i-PivQ -75 Base Sheet" Mech y ;a; ened. i aticali Cr,s ply ";ubero?d© SES :feat Weld Plus FR' or "Rubero?d@ S5S Heat WeNf 170 R" heat welded In Place. •••••• • •• • •••••• • •••••• • • • - 000000 • • • • • • • • •••••• • • • • • • • • • • ii,�Y:/./1 �.LC.•yGLV."..�Vr.`d V:.:.L l.�w �:.�_ �� /�V:.^w :lv� .. L.:_i.� �j l,.l�L::.Y p_ I ... 6/29/201/ MIAMI-DADE COUNTY PRODUCT CONTROL SECTION ffi 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv Entegra Roof Tile, LLC 1289 NE 9th Ave Okeechobee, FL. 34972 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 &44 mined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of dw gpplicable ..... building code. • • 6 • ; 0 900 . This product is approved as described herein, and has been designed to comply with the Florida 110ning Coae including the High Velocity Hurricane Zone of the Florida Building Code. ... �. • ...... .... . ..... DESCRIPTION: Bermuda Concrete Flat Roof Tile ' ...... .... ..... .. .. .. . ...... LABELING: Each unit shall bear a permanent label with the manufacturer's name or logQ:Cit}6„state and following • statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. ' 000000 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been po �mnge 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. 14-1120.06 and consists of pages 1 through 6. The submitted documentation was reviewed by Gaspar J Rodriguez. APPROVED NOA No. 16-0112.07 Expiration Date: 06/07/21 Approval Date: 02/25/16 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a roofing system using Entegra Flat Concrete Roof Tile, as manufactured Entegra Roof Tile, LLC in Okeechobee, FL as described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code for High Velocity Hurricane Zone. For use in the locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be prepared as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Entegra Flat Tile Length = 16" TAS 112 Flat profile, interlocking, high pressure extruded Width = 10" Type 3a concrete roof tile equipped with two xaW Tholes. Class III For mechanical, mortaCor g6besive set, • • applications. • 690 Trim Pieces 1= varies TAS 112 Accessory trim, concrete roof pieces for use at w = varies hips, rakes, ridges and voikey terminations. varying thickness Manufactured or each tilt-j ofile.: * * * • 2.1 MANUFACTURING LOCATION 0. 0 • " ' 1. Okeechobee, FL 2.2 EVIDENCE SUBMITTED Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. • • • Test Identifier Test Name/Report 7161-03 Static Uplift Testing Appendix III PA 102 & PA 102(A) 94-084 Static Uplift Testing PA 101 (Mortar Set) 94-060A Static Uplift Testing PA 101 (Adhesive Set) 25-7094-2 Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction) 25-7094-8 Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) 25-7094-5 Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) 25-7183-6 Static Uplift Testing PA 102 (2 Quik-Drive Screws, Direct Deck) ...0:0 • • • . . • • • Date Dec. 1991 May 1994 March, 1994 Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 MIAMFt]ADE COUNTY NOA No. 16-0112.07 • � • I 1 - Expiration Date: 06/07/21 Approval Date: 02/25/16 Page 2 of 6 2.2 EVIDENCE SUBMITTED Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Atlanta Testing & Engineering, Inc. Professional Service Industries, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier 25-7183-5 25-7214-1 25-7214-5 7161-03 Appendix II Letter Dated Aug. 1, 1994 P0631-01 P0402 Project No. 307025 Test #MDC-77 R1.894 R2.894 R3.894 395-40011-1 520109-1 520111-4 520191-1 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Walker Engineering, Inc. Evaluation Calculations Walker Engineering, Inc. Evaluation Calculations Walker Engineering, Inc. Calculations Nutting Engineers 13343.1 American Test Lab of South Florida RT1210.02-15 Test Name/Report Static Uplift Testing PA 102 (2 Quik-Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik-Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik-Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain • PA 100 •�•- Physical Properties..... PA 112 ...%. Physical Properties* • • • PA 112 '•;••; Static Uplift Testine " PA 101 •: Static Uplift Testing PA 101 %.. ; Aerodynamic Multiplier 25-7094 25-7496 25-7584 25-7804b-8 25-7804-4 & 5 25-7848-6 25-7183 Restoring Moment, Mg Two Patty Adhesive Set System TAS 112 TAS 112 Date Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 • 00c�.1994 ...... .Atlgy 1994 ... • Feb 2004 ••••• 'Dec.' 1998 "• •; • MM41999 • •..... Ulw?i 2004 Feb 1996 April 1996 December 1996 March 1995 March 2004 April 1999 05/06/08 12/17/15 MLAM14 E COUNTY NOA No. 16-0112.07 •M Expiration Date: 06/07/21 Approval Date: 02/25/16 Page 3 of 6 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 Miami -Dade 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 Entegra `Flat' Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County 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-v'$ft) •• Entegra Flat Tile 9.7 1.33 • • • • • .833 • Table 2: Aerodynamic Multipliers - ,% (ft3) •••••• •••• •• Tile 2, (ft3) .. .. (ft3).. .. Profile Batten Application Direclb*ck Application • • Entegra Flat Tile 0.189 • 0.20 . . Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf) •• • Tile 3":12" 4":12" 5":12" 6":12" Greater than Profile 7":12" Entegra Flat Tile Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Deck Deck Deck Deck Deck 6.53 6.97 6.43 6.86 6.29 6.71 6.14 6.54 5.97 6.35 NOA No. 16-0112.07 Expiration Date: 06/07/21 Approval Date: 02/25/16 Page 4 of 6 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 16/32" plywood) Direct Deck (min. 19/32" plywood) Battens Entegra Flat 2-10d Ring Shank Nails 30.9 38.1 17.2 Tile 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 fasterners are located a min. of 21/" from head of till • • • • • • • • . • Table 5: Attachment Resistance Expressed as a Moment Mf (f...... '• - for Two Patty Adhesive Set Systems ...... .... .. Tile Tile Application Minimum AktaCAment Ft�sistance• Profile •••••• Entegra Flat Tile Adhesive 34.33 2 See manufactures component approval for installation requirements. •• .. . 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. • • • 3M- 2-Component Foam Roof Tile Adhesive 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 Entegra Flat 3M'' 2-Component Foam Roof Tile Adhesive AH-160 118.94 Tile 3M'" 2-Component Foam Roof Tile Adhesive AH-160 40.45 4 Large paddy placement of 45 grams of 3M'" 2-Component Foam Roof Tile Adhesive AH-160 5 Medium paddy placement of 24 grams of 3MT" 2-Component Foam Roof Tile Adhesive AH-160 NOA No. 16-0112.07 MIAMILV►DECOUNTY Expiration Date: 06/07/21 Approval Date: 02/25/16 Page 5 of 6 5. LABELING 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". ENTEGRA FLAT TILE LABEL (LOCATED ON UNDERSIDE OF TILE BUILDING PERMIT REQUIREMENTS: As required by the Building Official or the applicable Building Code in order to properly evaluate the installation of this system. This Notice of Acceptance on its own cannot be used to obtain a building permit. PROFILE DRAWING ENTEGRA "FLAT" CONCRETE ROOF TILE 16' FIELD TILE 16' THICK BUTT TILE END OF THIS ACCEPTANCE • • •••• •••••• • MIAMFDADE COUNTY NOA No. 16-0112.07 Expiration Date: 06/07/21 Approval Date: 02/25/16 Page 6 of 6 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economv ICP Adhesives and Sealants, Inc. 12505 NW 44' Street Coral Springs, FL. 33065 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 Wpgnd the use of such product or material within their jurisdiction. RER reserves the right to revoke this acctpWwl, if U.is... determined by Miami -Dade County Product Control Section that this product or material fails toameet the ia%uirements. • of the applicable building code. ***:so . • . • • •... This product is approved as described herein, and has been designed to comply with oFolorida.Building Cpde••; including the High Velocity Hurricane Zone of the Florida Building Code. " 0000. ...... .... ..... DESCRIPTION: ICP Adhesives Polyset' AH-160 • • o • . . . . ...... LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,�oity, stake anl"following so statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein? • • • • • • 0 • .. . 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 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. . APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP Adhesives Polyset® AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications ICP Adhesives N/A TAS 101 Two component polyurethane foam adhesive .... Polyset®AH-160 . . .... ...... ICP Adhesives Foam N/A Dispensing Equipment • • • • • • • Dispenser RTF1000 • • •, • •00 • • • • • • • • ICP Adhesives ProPacV N/A Dispensing Equipmeril • • • • • 30 & 100 .... . ..... ...... .... ..... .. .. .. . ...... PRODUCTS MANUFACTURED BY OTHERS: • • • • • • • • . . . . ...... Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current N. 04 %hich list attachment • resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. • • • • • • • • • MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6 lbs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40' F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% 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. NOA No.: 17-0322.03 htwMFpauecourirr Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94-060 257818-IPA 25-7438-3 25-7438-4 25-7438-7 25-7492 NB-589-631 9637-92 01-6743-011 01-6739-062b[ 1 ] 7050.02.96-1 P36700.04.12 P39740.02.12 528454-2-1 528454-9-1 528454-10-1 520109-1 520109-2 520109 3 520109-6 520109-7 520191-1 520109-2-1 Test Name/Report TAS 101 TAS 101 SSTD 11-93 SSTD 11-93 SSTD 11-93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 ••� ASTM D 1623 •' • TAS 101 ••':" TAS 123 ••••�• TAS 101 .••.•• •• .. TAS 101 • TAS 101 Date 04/08/94 12/16/96 10/25/95 11 /02/95 12/12/95 02/01 /94 04/30/93 11/16/94 01/16/95 0-Y 96 •••••• 04/S812 •. 017/21n2 ""'• .WP/98 ..:.. • 03/02/99 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset® AH-160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 17-0322.03 MIAMWiA[IECOUNTY Expiration Date: 05/10/22 I■I .... � Exp' Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset® AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset® AH-160. 2. ICP Adhesives Polyset® AH-160 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 ICP Adhesives Polyset® AH-160 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. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). • •. • 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispens;;Irf�000 or.*1*Q • •••, • Adhesives ProPack® 30 & 100 dispensing equipment only. ...... ... • ; ....;. 7. ICP Adhesives Polyset® AH-160 shall not be exposed permanently to sunlight. ""•' 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 mindles after ICP:ekaAVives ..... Polyset® AH-160 has been dispensed. •..... .... .....' . . . . . 9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in act.8£a arce with th. e ....•. 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. 0,, 0 0 0 0 : • ...... .00 ...... .. . .. . . . . NOA No.: 17-0322.03 ... O ED Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course - Flat, Low, High Profiles All Eave Course 17-23 sq. inches 45-65 Flat, Low, High Profiles # 1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles 43 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal 17 grams per bead edge) 20-25 sq. inches each bead . . .... .... Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 034 grams Vjer pan ' LABELING: "•'•' .... . ..... • o 0 All o � �r �n 00 04 0 * 0 approved products listed herein shall be labeled and shall bear the imprint or identifiable 60 • ofrt manufacturer's name or logo and following statement: "Miami -Dade County Product Contrplkyoved" or the Miami- Dade County Product Control Seal as shown below. .• ; •• • BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 KAftW* %tkaWMd wddyleinoathiiir) �•rbytn#nt n "twis uaatmd NvGw 6 to>n. 2iilW Uwe CJawre ra.n .�nv+.� lwfw irequlr �?+tt+�rrrill�e 1 s.tt� aptlon:l y eWlMbugl+plrule[1t'nati.T�l�IV +ynw►t o 2 in, WW@ pito.nt %�optfoau! o i two rye 1aiM1',; ... �;, 6neskvawe bAp�dlje Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile ... • • . •.e• see ••• • 1. Starting at the eave course, apply a msinimym 2' . • (50.8 mm) x 10" (254 tt"I x•1" (25.4 mmj foam • • • • • paddy onto the underlayhi& t'positioned as shoes. • •; under the pan portion of thelile closest to the • overlock of the tile beip g." *, t.• 00000 ..:.. • . . • .... .. . ...... 2. Continue in same maruaer. Insure approximately 17 . • (109.7 cmZ) — 23 (148.4 cr1 2)$quara inch, adhesive..:e contact with the under fide of the tile. • High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 WO v'ddXtR.n••thiikrl NWN f•adn� uled.rtieynw►t i r � aa�71� Ilan. •ptianal 6af•Coun* 14Irw FOS Mail through plastic cement hvi�anre�iired� . In: fttum optional Ef*t APPROVED E,w•.r6 Flat/Low Profile Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm') square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure apprOM AWly 10" (64.5 cm2) - 12(77.4 cm2 spare inch adhesive contact with the undersidg of; Dg tile. • 0 4 0 0 • *400 .••••• Medium Profile / Double PaOm Ule• : " • • • • • •••••• •••• ••••• 1. Starting at the eave cours8'apply a minhhun12" (56.q •; • mm) x 10" (254 mm) x 1: T2S.'9mm) foadl paddy onto the underlayment positioned as slow4under the"" pan portion of the tile closj%trto- he ovel lock of the: • • • - tile being set. Insure approximately 174`1fJ'907 cm')* — 23 (148.4 cm') square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) kadweuq . tW+.ar �.dac4ar�•wt+T��) du1r�+.n, w �hL gaitSiii optreeal E.yti Comm Tarn. �e. dusu. High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cmz) — 23 (148.4 cm') square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Soso 3. Continue in same manner: Insf e appro9ihMAely 17' • • • ; • (109.7 cm2) - 19 (122.6 cm2'square inc$ ANsive contact with the underside* oe t ;h * tile. S V090, .... ..... ...... S..• 69%6 .. .. S• . •500.0 . . . . •....• .. . • • 00 NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 l i I ADHESIVE PLACEMENT DETAIL # 3 x4iM 10[R' liAlidium P��►tiie.Tile ibt+recniii� 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x V (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the Overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 in' (109.7-148.4 cmZ) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1 " (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. Insure approximately 8-9 in (51.6-58.1 cm--) of adhesive contact with the undegide of the tile, • • • • • • • • • • ...... .. . ...... (Instructions continued on�cbpigge) .... . ..... ...... .... ..... • • • • • •••••• NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) "MrockfipLaWk SRI paddyts6dertac luben require #ad) lbetvtefiitites3 Batte•s -Paddytunde�iet paft an topowle +tizn. Em Course iYee�liale to in z in. Ea* dosurt Pge High Profli@7 i@ 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cmZ) - 11 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm') - 9 (58.1 cm') square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. . . .... ...... ...... .. . ...... .... . •..•• 00000 .. .. .. . ...... . . . . ...... •• • •• • NOA No.: 17-0322.03 MiAMbAPPRQADE COUtJlY • i • Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel - High Profile Tile Two Piece Barrel (Cap and Pan) Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2) — 70 (451.6 cm2) square inch adhesive contact with the underside of the pan tile. 3. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1"('1�.4 mm� ..... a from the outside ego the tile, • ( 'In *. Wed, free of . • foam to allow for ejjp p§ipn. • ...... 4. Turn cover tile over aftex foam is applied ani place onto pan tile cexree Insure a minimunret • • • 20 (129 cm2) - 25 (461.'3•Cm2) sqd**ipch ... • • contact area on eachtiM of the c83er file to "e pan tile. Continue ib AV& manner. 'trim away ' • any cured exposed fbarn dhesi+printing of • longitudinal edges et the Cover tilVi are . • • • • • considered optional. • 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE MIAMFdADE COUNTY NOA No.: 17-0322.03 APPROVED"Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 in DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA Polyglass USA Inc. 1111 W. Newport Center Drive Deerfield Beach, FL 33442 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2509 www.miamidade.Eov/economv 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. 0000 • • • • • • .. . ... DESCRIPTION: Polyglass Polystick Underlayments " ' ""•' LABELING: Each unit shall bear a permanent label with the manufacturer's name or logd,ci"'state *"fAltowing • , • • • 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 ar4t t"C has been0fio change 0. 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 revisionor ch2trj 0 P 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 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: Roofing Sub -Category: Underlayment Material: SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick IR-Xe 65' x 3'33/8" ASTM D 1970 A fine granular/sand top surface self -adhering, APP Manufacturing Or 65' x 3' polymer modified, fiberglass reinforced, bituminous Location #1 & #2 60 mils thick sheet material for use as an underlayment in sloped roof r assemblies. Designed as an ice & rain shield. Polystick Dual Pro 61' x 3'33/s" TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a Location #2 metal roofing and roof tile underlayment. Polystick Tile Pro 61' x 3'33/8" TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a metal Location #2 roofing and roof tile underlayment. Polystick TU Max 65'8" x 3'3-3/8" TAS 103 and A rubberized asphalt self -adhering, polyestg��4nforced Manufacturing 60 mils thick ASTM D 1970 waterproofing membrane. Designed as a 9 rppl;tile ...... . *.so... Location # 1 & #2. underlayment. Polystick TU P 32'10" x 3'33/8" ...... .. . ..... . TAS 103 and A rubberized asphalt waterprppfirg membrang, glass- . . Manufacturing 130 mils thick ASTM D 1970 fiber/polyester reinforced, with a.Sranular.su r face :*see: designed for use as a tile roof anderlaymeat. • • • • • Location #2 Polystick TU Plus 65' x 3'33/s" ...... .... ..... TAS 103 and A rubberized asphalt self-adh rn& glass-:rZ?*/pblyester,.... (Surface Printing) 80 mils thick ASTM D 1970 reinforced waterproofing mexraxe. Designed as a metal . Manufacturing roofing and roof tile underlayment.' :..so* .0 • • • • • • Location # 1 & #2 • • • • • • .. . •. . Polystick MTS 65'8" x 3'33/8" . • • . . TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefinic film Location #2 on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polystick NITS Plus 65'8" x 3'33/s" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefinic film Location #2 on the upper surface for use as an underlayment for metal _ roofing, roof tile, slate tiles and shingle underlayment. Elastoflex S6 G 32'10" x 3'3 %" TAS 103 and Polyester reinforced, SBS modified bitumen membrane Manufacturing ASTM D 6164 with a sanded back face and a granule top surface. For Location #2 use in roof tile underlayment systems. 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 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date Trinity ERD P10870.09.08-R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798 & G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798 & G155 09/01/11 P37300.10.11 TAS 110/ASTM D4798 & D1970 10/19/11 P40390.08.12-2 ASTM D 1623 08/07/12 P37590.07.13-1 ASTM D6164 07/02/13 P45270.05.14 TAS 103, TAS 110 & ASTM D1623 05/12/14 P46520.10.14 ASTM D1623 10/03/14 P44360.10.14 TAS 103 & TAS 110 10/07/14 P43290.10.14 ASTM D 1970 & TAS 110 10/17/14 PLYG-SC10130.06.16-3 TAS 103 & TAS 110 06/27/16 PLYG-10130.06.16-1 ASTM D1970 & TAS 110 06/27/16 PRI Asphalt Technologies PUSA-035-02-01 TAS 103 -::N)'29/06...... PUSA-055-02-02 TAS 103 '..' 42410/07 .' PUSA-089-02-01 TAS 103/ASTM D4798 & ftl-96 * • • b7;06/09 .... • ...... 0 :00*0. Momentum Technologies, Inc. JX201­17A TAS 103/ASTM D4798.e "N :..Oa,G01/08' ' RX14E8A TAS 103/ASTM D4798 l: G1.. 55 11/. �' • DX23D8B .. TAS 103/ASTM D4798 & £4135 .....09/09::: •..02t18/l0........ . DX23D8A TAS 103/ASTM D4798 & Cbl&5 02/18/10 .' . . . . .... % LABELING: • • .. . 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. COUNTY APPROVEMIAMFOIADE D- 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. NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 3 of 8 'INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(1): Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: 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) Membrane: 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. Surfacing: See General Limitations Below. Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(2): Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: 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) Membrane: Elastoflex S6 G, hot asphalt applied • • • • Surfacing: See General Limitations Below. • • • • • • • • • • ..OVO •• • ....% Deck Type 1: ...... Wood, non -insulated ; • • • • ; • • • Deck Description: •...•• Min. 19/32" plywood or wood plank •' • • • • • • • System Type E(3): Base sheet mechanically fastened to deck, subsequent cap nt'ane self;Adbered.,,,,,• Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. ; • •; •; • Fastening: . . . . ...... Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at: miWy um 4:'h2ad'lap. (fpr • base sheet only) .. .. . Ply Sheet: Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum $" vertical laps. Membrane: Polystick TU Plus, self -adhered. Surfacing: See General Limitations Below. NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 4 of 8 ' It '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 111. 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-'/2" 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, Polystick TU Plus, Polystick NITS and IMyo jdek MT3 Plug may be • • • used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, rbbf Ti12 systems and quany • • • : slate roof assemblies. . •"'. :...:. • .... . ..... Polystick TU P may be used in all the previous assemblies listed except metal roofivii • • . • • • • Polystick IR-Xe may be used in all the previous assemblies listed except metal rooflpg jL>ab roof Tile Sy$tems. • • • • • • 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, Polystick TU P, P81yttick TU Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. 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 adhered directly over a pre-existing roof 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. Ex osure 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 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and ` Rule 61 G20-3 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) 10. Tile Profile Polystick MTS Elastoflex Polystick TU Plus, TU P, Polystick Polystick S6 G Tile Pro, Dual Pro TU Max MTS Plus Flat Tile Prohibited 4:12 6:12 6:12 5:12 without battens Profiled Tile Prohibited 4:12 6:12 6:12 4:12 without battens 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 requjrpo.they shall be utilized during loading and installation of tiles. Goes* 660660 Care should be taken during the loading procedure to keep foot traffic to a minimum 94 to avoid �rlpping of • • * • tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loidigprocedur—two tiles • laid perpendicular to slope followed by a maximum four tile stack parallel to the slopVO• fqr a total of ;.tiles — j±4 • •; all underlayments except Polystick MTS which shall be loaded onto battens. '..••' :""' ..... m a 0 U) N Foot Deck prepared with POLWnCKTU PILm . . Roofing Tiles • • • • • • • • (6MaxPerStack) �- • • •••••• . . •••••• .. . • • • • • 12 •• • NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 6 of 8 4 % 1 r 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 pg; Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1;/8" methLdwas 6000*0 required in Miami -Dade County or simplex type nail as otherwise allowable in other reg"iAs, at a minimum rate . • of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail'tta'2trea paitmclaear" on • • • o • the face of membrane, with the above stated nails and/or disks. The head lap membrW is fo cover the area berg..; 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 cont�at; • • • • • • • • •:.. • 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide unifo r of Pol lass • • • g g p � r�1.�Ylr Yg �. Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium NM Flashing Cement, ....;. XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Camenti, appliedin between. the application of the lap. The use of mastic between the laps does not apply to Polystick NITS. • • • • • ... 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile 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 all projects for pitch/slopes of 7/12" or greater. It is suggested that on pitch/slopes in excess of 6'/4"/12", precautions should be 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. NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 7 of 8 ' Y0. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 401bs 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 . • .... ....a •• . • •e• • ....•• •• • ....% sees:see• • • • • s • sees•• see• • •es•• • • •ss••• sees sees• •• •• •• • •see•• • ••sees • • • • • s • • • • •••ss• sees•• • • • • • • e •••see es • •• • s • • • • •• • NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 8 of 8 5/16/2018 Property Search Application - Miami -Dade County 'A TY APPRAISER OFFICE OF I H E h Up Summary Report Property Information Folio: 11-2232-029-0120 Property Address: 1029 NE 104 ST Miami Shores, FL 33138-2655 Owner SHAWN ST PRIX Mailing Address 1029 NE 104 ST MIAMI SHORES, FL 33138-2655 PA Primary Zone 1100 SG FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 4/3/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 3,153 Sq.Ft Lot Size 11,700 Sq.Ft Year Built 1952 Assessment Information Year 2017 2016i 2015 Land Value $625,720 $350,658 $321,512 Building Value $294,342 $296,658 $298,975 XF Value $25,029 $25,241 $19,490 Market Value $945,091 $672,557 $639,977 Assessed Value $391,497 $383,445 = $380,780 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $553,594 $289,112 $259,197 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). IShort Legal Description I EVENINGSIDE PB 44-53 W30FT LOT 12 & E60FT LOT 13 BLK 1 LOT SIZE 90.000 X 130 OR 18313-3 1098 6 Generated On : 5/16/2018 Taxable Value Information 20171 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $341,497 $333,445 $330,780 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $366,497 $358,4AE $355,780 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $341,497 $333,445 $330,780 Regional Exemption Value $50,000 �$33345 $341,497$330,780 $50,000 Sales Information Previous OR Sale Price Book- Qualification Description Page 10/01/1998 $227,000 18313-1 Other disqualified 10/01/1998 $345,000 18313-3 Other disqualified 12/01/1994 $0 16629- Sales which are disqualified as a result of 4304 examination of the deed 01/01/1994 $0 16252- Sales which are disqualified as a result of 2857 examination of the deed 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/disciaimer.asp Version