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RF-19-851Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: 05/09/2019 Location Address Parcel Number 816 NE 91ST TER, Miami Shores, FL 33138 1132060050370 Contacts Permit No.: RF-04-19-851 Permit Type: Roof Work Classification: Tile/Flat Permit Status. Approved Expiration: 11/05/2019 DIEGO DE VERA Owner MG EXCELLENT SERVICES CORPORATION Contractor 81691 MICHEL GARCIA 863 NW 108 ST, MIAMI, FL 33168 Business: 7862477067 Inspection Requests: Description: RE -ROOFING TILES AND FLAT Valuation: $ 13,500.00 3M-762-4944 Total Sq Feet: 1,800.00 Amt Paid Payments Date Paid Fees Amount 50% Renewal Fee $137.50 Total Fees $137.50 Check # 290 05/09/2019 $137.50 Total: $137.50 Amount Due: $0.00 Building Department Copy 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. OWNER AFFIDAVIT: I rtify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatin constructio n oning. Futhermore, I authorize the above named contractor to do the work stated. Authorized ig ur ner / Applicant / Contractor / Agent Date May 09, 2019 Page 2 of 2 IN BUILDING PERMIT APPLICATION Miami Shores Village REGEI! ZE, Building Department AP 1 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 2011 Master Permit No. 44 Sub Permit No. Vr ❑BUILDING ❑ ELECTRIC ;4 ROOFING ❑ REVISION ❑ EXTENSION RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION [:]SHOP CONTRACTOR DRAWINGS ( 16 JOB ADDRESS: City Miami Shores County Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Coq6truction Type: Flood Zone: BFE:: FFE: ` f V \ �7 / Phone#: 1 s �Q Poo q5; OWNER: Na a (Fee Simpl Titleholder Q YZA, ' 1 Address: i� Zip: City: State: I Tenant/Lessee Name: Phone#: Email: _ggCONTRACTOR: Company Name: t p ( Phone#: ��l b �'"�1 7 / D Address: W `t (-a City: State: Zip: Qualifier Name: l ,vl ' 1 Phone State Certification or Registration M CC-C 3 Z 2 ! 5 a Certificate of Competency M DESIGNER: Architect/Engineer: Phone#: Address: /+ / City: State: Zip: Value of Work for this Permit: $ >l �nsi�y , CV Square/Linear Footage of Work: d V L/ Type of Work• ❑ Addition ❑ Alteration ❑ ❑ Repair/Repla e El Demolition Description of Work: el-ge — � Oc ^' It 9- (11 iT ♦� 11FAII i Specify color of color thru tile:, Submittal Fee S. Scanning Fee $ _ Technology Fee Structural Reviews $ Permit Fee $ CCF $_ Radon Fee $ DBPR $ _ Training/Education Fee $ CO/CC $ Notary $ Double Fee $ 1 Bond $ K=` O— l 9 (A t TOTAL FEE NOW DUE $ (Revised02/24/2014) r Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City 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..... -" " ?O' OWNER'S AFFIDAVIT: I certify that all'th'`i' f6;egoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and'zoning. "WARNING TO OWNER:. ,YOUR F', AtTO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING WE -I" R fMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, tbNSULt WITH-YdOR 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 rJpapectfaryfee will be charged. Signatur Signature NER or AGENT Ie-5 ®e 2 � The for oing instrument was acknowledged before me this day of ^ I I 20 �J by Awho is personally known to The fo oing instrum 1 Jay o me or who has produced as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: I" Print: identification and who did NOTARY Print: C t C�v e edged before me this 20J by is personally known to as JACOUELINE LOPEZ ' * MY COMMISSION # GG 071136 EXPIRES:Febnmq 24,2021 r WW,&dTWue,dgetNOW SWAM r '7Rry Seal: 'W �' MY COMMISSION # GG 071131i Seal: " February 21 * � EXPIRES: 24, -4%4a , savedTtwQ,cd* sx*ss*sss*sss:.sssssss*ss*s**ss *: .: s■s*r*srssss*;sssesss*st*sess:�erssst�***�ssr*s:**#s�s�ss:*s*;sssss�s APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) S 0 ••R PERMIT • O. INSPECTION REPORT (RF-10-18-3071) ORIV4' Permit Type: Roof Application Date: 10/04/2018 Owner: DIEGO DE VERA Work Class: Tile/Flat Issue Date: 10/04/2018 Parcel 1132060050370 Status: Expired Expiration Date: 04/22/2019 Address: 816 NE 91ST TER Miami Shores, FL 33138 IVR Number: 100314 Subdivision: 113206005 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Required? Complete Date Start Date In -Progress INSP-005175-2019 Canceled Alexis Riveron Yes Complete Reinspection of INSP-005090-2019 Checklist Item COMMENTS Approved General Comments Need to Provide NOC. No Sheathing affidavit on file. Missing Valley metal at connection of low slope roof with slope roof. Call back for re -inspection. NOTES Created By TEXT Created Date Sindia Alvarez BY JACK LOPEZ 04/01/2019 Roof Installation INSP-005174-2019 Canceled Alexis Riveron Yes Complete Checklist Item COMMENTS Approved General Comments No Tin Cap 10/09/2018 10/09/2018 In -Progress 10/09/2018 Tin Cap 10/19/2018 10/19/2018 In -Progress NOTES Created By TEXT Created Date Sindia Alvarez BY JACK LOPEZ 04/01/2019 INSP-005176-2019 Canceled Alexis Riveron Reinspection of INSP-005089-2019 Yes Complete Checklist Item COMMENTS Approved General Comments Need to provide NOC. No SHEATHING AFFIDAVIT on file. Request re -inspection for Monday. NOTES Created By TEXT Created Date Sindia Alvarez BY JACK LOPEZ 04/01/2019 INSP-000432-2018 Canceled Ismael Naranjo Yes Complete Checklist Item COMMENTS Approved General Comments No INSP-000431-2018 Canceled Ismael Naranjo Yes Complete Checklist Item COMMENTS Approved General Comments No INSP-000803-2018 Partial Pass Ismael Naranjo Reinspection of INSP-000432-2018 Yes Incomplete April 25, 2019 10050 NE 2 Ave Miami Shores FL 33138 Page 1 of 3 Permit Type: Roof Application Date: 10/04/2018 Owner: DIEGO DE VERA Work Class: Tile/Flat Issue Date: 10/04/2018 Parcel 1132060050370 Status: Expired Expiration Date: 04/22/2019 Address: 816 NE 91STTER Miami Shores, FL 33138 IVR Number: 100314 Subdivision: 113206005 Scheduled Actual Reinspection Date Start Date Inspection Type Inspection No, Inspection Status Primary Inspector Required? Complete Checklist ItemM COMMENTS Approved General Comments Need to Provide NOC. No Sheathing affidavit on file. Missing Valley metal at connection of low slope roof with slope roof. Call back for re -inspection. 10/19/2018 Tin Cap 10/22/2018 10/22/2018 In -Progress 10/23/2018 Tin Cap 03/27/2019 03/27/2019 In -Progress 03/27/2019 Tin Cap INSP-000802-2018 Partial Pass Ismael Naranjo Reinspection of INSP-000431-2018 Yes Incomplete Checklist Item COMMENTS Approved General Comments Need to provide NOC. No SHEATHING AFFIDAVIT on file. Request re -inspection for Monday. INSP-000855-2018 Re -inspection Ismael Naranjo Yes Complete required Reinspection of INSP-000803-2018 Checklist Item COMMENTS Approved General Comments Need to Provide NOC. No Sheathing affidavit on file. Missing Valley metal at connection of low slope roof with slope roof. Call back for re -inspection. INSP-000854-2018 Re -inspection Ismael Naranjo Yes Complete required Reinspection of INSP-000802-2018 Checklist Item COMMENTS Approved General Comments Need to obtain a building permit to repair all damage roof No structural members on the front porch. Also need to provide structural plans signed and seaeld by Florida license engineer. Provide revision to refelct the new roof over the front porch. General Comments Need to provide NOC. No SHEATHING AFFIDAVIT on file. Request re -inspection for Monday. INSP-005090-2019 Canceled Alexis Riveron Reinspection of INSP-000855-2018 Yes Complete Checklist Item COMMENTS Approved General Comments Need to Provide NOC. No Sheathing affidavit on file. Missing Valley metal at connection of low slope roof with slope roof. Call back for re -inspection. INSP-005089-2019 Canceled Alexis Riveron Reinspection of INSP-000854-2018 Yes Complete »..<... April 25, 2019 10050 NE 2 Ave Miami Shores FL 33138 Page 2 of 3 Permit Type: Roof Application Date: 10/04/2018 Owner: DIEGO DE VERA Work Class: Tile/Flat Issue Date: 10/04/2018 Parcel 1132060050370 Status: Expired Expiration Date: 04/22/2019 Address: 816 NE 91STTER Miami Shores, FL 33138 IVR Number: 100314 Subdivision: 113206005 Scheduled ActualN� Reinspection Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Required? Complete Checklist Item COMMENTS Approved General Comments Need to provide NOC. No SHEATHING AFFIDAVIT on file. Request re -inspection for Monday. April 25, 2019 10050 NE 2 Ave Miami Shores FL 33138 Page 3 of 3 NOTICE OF COMMENCEMENT .# #! A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION I t i I 0630349 PERMIT NO. �y-►o- / TAX FOLIO NO. -DR 'Dr: 31181 Pa 4CFH 7.1 (11`9s) ,'RECORDED 10J/ 16l2018 i , , _ 3 ,0 L ?I. L'U4'INt CLERK OF COURT STATE OF FLORIDA' 11IA1'II-DADE COUNTY? FLOR.TDA, COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 12&�q „1 /� Space.abo served for usl of recording ofl 1. Legal description of property and street/address: 2. Description of improvement. a -' 3.Owner(s) name and address: 0 �'- •r Interest in property: Name and address of fee simple titleholder: ..�_ C_ 4. Ooritraptor's nafne, odfess and_phone numberi 'A n 1 a- 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: ed by Owner upon whom notices or other documents may be served as provided by 7. Persons within the State of Florida designat Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates thelollowing person(s) to receive a copy of the Lie ior's Notice as provided -n Section 713.13(1)(), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commendement: ,s (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDEREE IMPROPER YMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOF IMPROVEM S TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSP C N. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORE OR RECOR G Y N E OF COMMENCEMENT. Signature( a s) or Ow r s ' Authorized Officer/Director/Partner/Manager Prepared B Prepared By Print,Name Print Name " Title/Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI-DADE Ao The fo oing instrument w s acknowledged`before me this day of kersonally le - dividually, r ❑as for known, or ❑ produced the following type of identification: _ Signa#tf Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO'SECTION 92 525 FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, 'to the best of my knowledge and belief. E)(P►RES: FAY 24, 2021 ' eadedT�"'E=��ry8w� SignaTure(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner/Manager who signed above: By By — n - MAF I a/17 a RE: Permit Miami shores Village INSPECTION AFFIDAVIT Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: /a- /S' o-W 2 It✓� a A- CCC 'T3Z P q5 licensed as a (n) Contractor / Engineer/ Archit ect, (Print name and circle License Type) FS 468 Building Inspector License #: ��i' �'l Z 9 q'e? Z' On or about �0 / �/ a 0/ 1 did personally inspect the roof deck nailing (Date & time) work at (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) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me thi Notary Public, Sate of Florida at Large A��pr ous�� JACQU"EtOPEL My MISSION#GGf71138 IRE9: FebWY A 2021 a Moed*Nc*y SwAl 'General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection P—i—q gmnnd1A1rn1nnno Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: ..... ..... ATTACHMENTS REQUIRED: s Roof System Required Sections of the Attachments Required Permit Application Form See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prascriptibe'ia1JR-RAS 150 A,B,C 4,5,6,7 A3phaltic SHiN�les A,B,D 1,2,4,5,6,7 Cgperete oc Glay Tile A,B,D,E 1.2.3.4.5,6,7 Metal Rooms: A,B,D 1,2,3,4,5,6,7 VI(opd ShiggteS•and A,B,D 1,2,4,5,6,7 srtiates Other As Applicable 1,2,3,4,5,6,7 1. Fire Directory Listing Page 2. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or if Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations Re-Roofirt Onlyj 7. An Required Roof Testin !Calculation Documentation 123 01-48 1/18 PAGE 1 Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Slowed Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as 'NA') System Manufacturer. 64 F NOA No.: l 1 a. G 1 Design Wind Pressures, Fro�m'R�AS 128 or Calculations: f Pmax1: l) ? Pmax2:_ LL Pmax3: 106.0 Max. Design Pressure, F jm-tpe S NOA System: o! Deck: Type: MLA WCJ0_ Gauge/Thickness: Slope: Del- Anchor/Base Sheet $ No. of Ply(s): Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer. Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer. Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ph,(.): j#- 75- oak Cw Barr Sheet Fastener n ' aterial: �Ij Ply Sheet(s).& No. of Fastener Spacing for Anchor/Base Sheet Attachment Field: 9"oe Lap, # Rows @ � "cc Perimeter. _roc oc Q Lap, # Rows cc Comer. �' oc @ Lap, # Rows / @ 4�__' oc Number of Fasteners Per Insulation Board Field Perimeter Comer Illustrate Components Noted and Details as Applicable; • • . : 0 • • : • Woodblocking, Gutter, Et1ge• Termination, Stripping, Flashing, Contihupas Cleat,• �Oant Strip, Base Flashing, • Eatmter- Flashing, Coping, Etc. • • • • • • • • Indicate: Mean Roof Heigt to Parapet +wgAt, Height of Base Flashing, *39 iponent Materiel, Material Thickness, Fastener •Type, Raetener Spacing or Submit ManufactprQrs Details, that Comply with RAS 111 and•Chapter 16. • • f �tit i f o FT ell PlyMheet astener/Bondin M Hal: Top Ply. Top Iy Fa toner/ Bonding May�ri : -/ Surfacing: /?U WOO >3X�Hwz 2-6 9& FT U, Parapet Height `(► Mean Roof Height ••• 6*60 123 01-48 1/18 PAGE 3 Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based the systems, choose either Method 1 or 2. Compared the values for Mrwlth the values from M* Uthe Mt values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. \ Me k"Mo eut Based Calculations Per RAS 127" (pt_ ' _ - _ Mg;t NOA h'k (P• _ Il - — g. NOA N* _c� NOA Mt (P3� z I M$: Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below NOA Mt Mr Required Moment Resistance* • Mom Roof Height — Roof Slope 15' 20' 25' • • *s8' • .CIO• • . 36.5 38.2 4L1•:8. 2 30A 312 33.8i. &12 28A 30.1 31.6 • %Y.. 34.9•• 6:12 26.E 28.0 29A 030.80 • dA 7:12 25.9 27.1. • .J ...... *Must be used in conjunction with a list of moment based the systems endorsed •tjy the • 0 • • Broward County Board of Rules and Appeals. 0 00 9 0 • For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the the attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pt : z 1: z w: _ _) — W: z cos 9: = FH: NOA F' (P2 : z l: z w: = ___) — W: z cos o: = Fry: NOA F' (P3 : z 1: = z w: = _) — W: z cds 9: = Fri: NOA F' Where to Obtain Information Description Symbol Where to find Design Pressm P 1 orP2 or P3 RAS 127 Table 1 or by an engineering analysis Fi7Tw d by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope g Job Site lienX NOA Rector'Reftring Mment due to Gmvity MA NOA Attachment Resistance Mr NOA Required Moment Resistame Mr Calculated Minimum Atlacbmart Fiesishame F NOA Reguhed lift Resistance F, Calculated Ama Tile WeiWeigbt I NOA Tile Dimensions 1= length vr— width I NOA All calculations must be submitted to the Bull!!!M!!!nj Official at the time ofpmimit application. .. ... Le • 123 01-48 1/18 PAGE 5 Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: :::4 oud 6 o �L_ug � cc Notice of Acceptance Number: - a Minimum Design Wind Pressures, ff Applicable (From RAS 127 or Calculations): LP2• 0 P1 • P3• Maximum Design Pressure a F' m tile N A Specific System : J 1 : IUJ0 e�,-N Method offiiie attachment: ''••Steep Sloped Roof System Description Deck Type: Roof Slope: nsulation: —3—L 12 Ire Ba er: f L Ridge Ventil tion? astene c Mean Roof Height: Type & Spacing: Type Covering: Type & Size Drip dge: le A 123 01-48 1/18 PAGE 4 SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 2. p� , ,..... Renailing wood decks: When replacing roofing, the existing wood hoof deck may have to • • • •; • be renailed in accordance with the current provisions of Section R4403. (The roddeek is us my% •• conceal prior to removing the existing roof system). •, • • •,4. • • • • ...... ..... Exposed Ceiling: Exposed, open beam ceilings are where the unders0d of the r%oj'iVcking• , JT •;••• can be viewed from below. The owner may wish to maintain the architectural • • • • •ance, tst roofing nail penetration of the underside of the decking may not be acceptablerovidest a option of • •.' • maintainin the appearance. • • • s• N Overflow scuppers (wall outlets): It is required that rainwater flows off so that tMd rdof 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. It may be necessary to install overflow scuppers in acc nce with the requirements of Sections R4402, R4403 an R4413. s Signature Date Contractor S nat Date I R N Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; T' Page 6 - Rooftg Systenis 3of59 t incibm I e- tied emma papet, naoea Etr deck INVAh;tt� j►�Y.pe►i�e.� Wood tils� cr ass -tier or �us&e:ao men or aatrerea araG'c:system:ae Qite leaf~ . 3Dae Y Tyr. 2 * » SheW or` Y #75 t3ase Sheet": nr -c s� #eta tH[ima'�' ease Stet or rtA , f3 rrabor'" Nenting.Qase Sheet ( ) : medraaleagy ftoolo / PY Sh•l .• ibie'Ar pk*-Typ. I "MAMAS* Mir V ar "Trt-f1�Y 4" er fA`+�. Flex Ply 6' or'M-PIA Ultra-FieAM PIV S', �1 iw,a * , ed �Ml@ lid. roo4h�9 asphne C "h!!!ti -Type WMkkLASS hdlwd SuMwAd Csp Sheer Or TrrP1y'.O.M. kwal Surtafed-Cap StweC or w AFGIASO EnaBYCVp g(tcHdclap9hect^ f ?dtiered "E�PCt}1kT® C-rtrGx"' H mslf��WeEaggmecko�opo{ENutfT3 C.aaHng"; apppe0 at:a rakre of 2-gat.(i�f:?: 5- 0000 "C Indinei 3 - Om f4Y TYpe 62 'O t GL1AS S78'Ba9e Sfieet" 'iti-R[YW ik7 S. Base Stijeet" or'UhFGi JtSE :#8l1 tAtuna'f' Base SheeC nr 11ed ease Sheet (Peefotatee' or NeOafitex' sne4y fa'ar fk. adh2reQ w4t Rot roofia9 .- t]f1e or<iptlre Dq . :. Yl� .o pY $" or, •Tr144y(� aY 4' or `t1AfWPFy b" of Ti.� •111�r'a-Ftexibk PN "; edheied veit►''liotaroat9 aspic: r • • • • • . Cast -• iYi?�. G3 "G�+'al 5urt8ced Gap Stag` or °fd-Pty& hllnetat SuiTaced!>dD rltEet' or ' C-ner9�" • •• • •••ram • eo-R Ul Sm#aceif Cap 53teet''. hgY w hered wIM hot roofhxt asX bA. • • • c-,C-tW32 ladkbezz2 •••••• Y Ohe ar nwre Eapersm6eagia-Pae tr-WiU mLLL "D*tsD� . � � m u'brst Ral4�•Prm+e looRrc�.��3 _ jAOMOard"i.d*.A r;Ii-tn._tted2.arlJr�led5iatesG}gnuiia%.' Itbof r "'iype G a;' ` 6� RaOt'8oer�diYPe S�1RX3. ` �erir po�risocyatuirate o; uretlrane or,polyisor7r8nuralrs . . • • • r• p�brjtrtkt3tane-� � f? .1�►. �rYutilttn {otT9ei�a rrrirwnum of 6•irs. from ptywbot�r�). � ,. • t�ee,or meta 3 sr "G:tfCs1P " et'GLA59 . ' �° w 'f P4 Wtra-Flacblt . _ v:Ar Ty}.6,m WGLASO#7S-Base Shutt' or'Tti-Piy #75;Base'Sheei' or "GAE47.AS!$; , �� ' • • • • • • . . :i"i o faced"Gap.Sbte bt--Tr -me I Sur> :Lap.5hee2'r mechanicaljp:fast l{red�r s Ut►;Agi (}ne @F.�., �mOre piles 'Rv9ero dl Tbf ch Sa>oott or r1-P tP +s! ar'YtaberoiA� 7 1t1 Gl�:ii " �D �T'a Ott 8Q, • Y,__...�.�-� xrly...:t�.+.,..�zs.:_t>h:s�lv.az" fti�rh.dnAihiter*JLi6er-nFde}:MdD'SidbOtll Ok':i�! �MRbf�l�:�' 7:,DoOm G-15l32 iruliM 2 Or `'.. PrUh3e Ro'd' KO ttpai3ciae'f'fypeM-Q.vr vievel� pg� *� sW.Sht'(?etfohztbedlmTfaAaetiiti'or1 e63 GAFGtIbS+®' 14 S tamed 6a' r Ci�lenea r a w iwt roofl►a5} Wit• Eii�+ezor+t�Qre [riles T Cst 'GAEi J1S� PtY 4" '�WY 4- or CMgM.ASS P4Y llsg 6ar'Tri-PtyQ UNra- �' �: �Y' whir luau ra�9 • • 1Mt: ORe of lsfOrd "itvb�+oidl+g Tat+di Slrmota' ac'Tri`fry"i�9 Tf�4` or '�ut�esoidl$ Torch Gratwfe' Dr"RubCr�`t�,p ie8"' ior'I�OOFI'�itCh"`�?•�Y?ran" iu'�tti-Pty� Tfl-4G", totxhapplied or'4tii'berntdi�7+loP ScrioiiE . br'RitAeriid� 1�ClRS 1 i or' - Pkuis` or Ru ro Ft4tt Granule" or In f%x PW ar "RG dtw W Moqwfw Qwidfi" 0 _T64" ti 5�3�4Ii6tltdtBtLWs�y hcaTte crF . Ri3tierpldlf' at Scnaoih'� f�Y`edher� wiF3,i fiat rnq a5ptl�t. CipSlieleE Ti f3?.' ASS Oft fitted t dp 9trtet' E 'isi=PtyQg M k erw S id C* Sb a dr:-GAWAA" Erb MYCIP�" om *fref `,Defaced ±gip sheer", fuiiy-.. hersd,w ►± hot faa +g axptiak Q�a#et 0.00 �a - or!e or mwF taY�. >-Ptiypsum LLG'Rd+fDedcD Roofdpard .ar "Pence t�rtme ' of `: ed'. Yii IAZI&4M ti ck br i gWod SMm Gfpmxn FO 'S£ I OCtf Roof Board" (TYi+e F ('Gi Or �[iri# tat Rflf# Board" (T3�Pa SGMIRXi rturiurium SA e, :th roo;l fiber or fa#Y ;fastened,, any thlOwessr ( Pertits or9tAss Aberpoh or v. . l9sslt;5hl�eE.t c 6s Dftes.iyhe I ! TS Base SFteeC "Trt-P3yl$ d7S BnAe er ot'GAfGtAst4 # t _00- Sheet* or 6Ai•(iL!lS�: Stsataveitt� EHrYiir#7lttir" venitnq i3a4e' Shfeet Perforated' br h+lat�bh�) , imechairrcatty fr -;te�ied,ai h�Y adherld wttn :rrwre pAm Tjrpe•G3 'CAFMAS9 PIy.4 or `TrFPfYt*7 PIl! 4' or :GAFEsLAS®>Aez Pip i5"or `M-t Y ' Uf d d'Rpc k Ply 8 ; ltdty aesred witft he4 toof�iq tlw 6", 0'f�nerei titr!feced Shseet' +a' "TrFP1YQ FlirNaal 5urf8ted SZ+eeC"; lu atR+ereik wnh h}ft:rddfiAg i3o�q-••�0��%� Fekf Nf8'i �. a rate ,of ?th-S�:. to.3.4aIJiflO-R.2.. fgbX'Y/teiiabei'1,iRAIsciwpage htmi?iae=T.:. 4/8/2©5: COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) GAF 1 Campus Drive Parsippany, NJ 07054 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 31525-99 www.miamidade.eov/eeonomy 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 Agthorijy Having Jurisdiction (AHJ). """ This NOA shall not be valid after the expiration date stated below. The Miami -Dade CpljvV.Produdt....' Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Lounty) reserve the right to have this product or material tested for quality assurance purposes. jFt-As produ jt-o - material fails to perform in the accepted manner, the manufacturer will incur the expens2 bftuch testttig' and the AHJ may immediately revoke, modify, or suspend the use of such product or malaSrlal:within t1eic' jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by M1 g j ade County Product Control Section that this product or material fails to meet the requirements of tjte dpplicable building code. • This product is approved as described herein, and has been designed to comply with the Florida Buil4ip%Eode 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 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 NCA. 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 revises NOA No. 13-1022.15 and consists of pages 1 through 31. The submitted documentation was reviewed by Jorge L. Acebo. , �J NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 1 of 31 ..... . ROOFING SYSTEM APPROVAL Category Roofing Sub -Category: BUR Material: Fiberglass Deck Type: Wood Maximum Design Pressure: -97.5 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description GAFGLAS® Ply 4 39.37" (1 meter) ASTM D2178 Smooth surfaced asphaltic p.y sheet reinforced Wide with fiberglass mat. :""' ...... Tri-Ply® Ply 4 39.37" (1 meter) ASTM D2178 Smooth surfaced asphaltic,.; } 5jeet retgfArj*2d Wide with fiberglass mat. ......0 0. ...... GAFGLAS® 39.37" (1 meter) ASTM D2178 Smooth surfaced asphaltic p� gheet retgfpr�ed F1exPly" 6 Wide with fiberglass mat. ...... .... ..:..' GAFGLAS® #75 39.37" (1 meter) ASTM D4601 Smooth asphaltic base or �ei(pLy sheet reinforced • , Base Sheet Wide with fiberglass mat. . . . . ' ...... Tri-Ply® #75 Base 39.37" (1 meter) ASTM D4601 Smooth asphaltic base or; �a/ply sheetreinforced � • • • • Sheet Wide with fiberglass mat. 0• GAFGLAS® #80 39.37" (1 meter) ASTM D4601 Smooth asphaltic base or base/ply sheet reinforced Ultima' Base Sheet Wide with fiberglass mat. GAFGLAS® 39.37" (1 meter) ASTM D4897 Smooth surfaced asphaltic perforated venting base Stratavent® Wide sheet reinforced with fiberglass mat. Perforated Venting Base Sheet GAFGLAS® 39.37" (1 meter) ASTM D4897 Smooth surfaced asphaltic nailable venting base Stratavent®Nailable Wide sheet reinforced with fiberglass mat. Bottom side Venting Base Sheet surfaced with granules. Ruberoid® 20 39.37" (1 meter) ASTM D6163 SBS polymer -modified asphalt base or Smooth Wide anchor sheet reinforced with a fiberglass mat. Ruberoid® Mop 39.37" (1 meter) ASTM D6164 Smooth surfaced mop applied SBS base or Smooth wide anchor sheet reinforced with a polyester mat. Ruberoid® Mop 39.37" (1 meter) ASTM D6164 Smooth surfaced mop appli, d SBS base or anchor Smooth 1.5 wide sheet reinforced with a polyester mat. Ruberoid® Mop 39.37" (1 meter) ASTM D6164 Smooth surfaced mop applied SBS base or Plus Smooth wide anchor sheet reinforced with a polyester mat. Ruberoid® HW 25 39.37" (1 meter) ASTM D6163 Smooth surfaced torch applied SBS base or anchor Smooth wide sheet reinforced with a fiberglass mat. NOA No.: 14-1030.01 MIAMMADECOUNTY Expiration Date: 11/04/18 • • • •M Approval Date: 05/04/17 Page 2 of 31 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Ruberoid® HW 39.37" (1 meter) ASTM D6164 Smooth surfaced torch applied SBS base or anchor Smooth wide sheet reinforced with a polyester mat. GAFGLAS® 39.37" (1 meter) ASTM D3909 Granule surfaced asphaltic cap sheet reinforced Mineral Surfaced Wide with fiberglass mat. Cap Sheet Tri-Ply® BUR 39.37" (1 meter) ASTM D3909 Granule surfaced asphaltic cap sheet reinforced Granule Cap Sheet Wide with fiberglass mat. GAFGLAS® 39.37" (1 meter) ASTM D3909 Granule surfaced asphaltic cap sheet r&1RfQ&Cd EnergyCap' Wide with fiberglass mat. Cap ;heeds fact04 coated Mineral Surfaced with TOPCOAT® Energy�pje, ; j✓lasto? rj� �, 0 , ; 0 Cap Sheet Coating. ...:.. Topcoat® Surface 5 or 55 gallons ASTM D6083 Solvent -based thermoplasti�;YPpber • , , * , • .0600: , 0 * # 8 Seal SB sealant designed to protecj "d.rlrstore aged�rpof ..:.. • surfaces and to increase roofwifectivit)k ...... Topcoat® 1, 5 or 55 gallons ASTM D6083 Water -based elastomeric goattng Membrane • Topcoat® MB Plus 5 or 55 gallons Proprietary Water based, low VOC primer designetl�tprjlock asphalt bleed -through. Topcoat® FireOut' 5 or 55 gallons Proprietary Low VOC, water based fire barrier coating. Fire Barrier Coating VersaShield® Fire- 12" x 100' rolls ASTM D226 Non -asphaltic, fiberglass reinforced underlayment Resistant Roof and/or fire barrier Deck Protection VersaShield® Solo' 42" roll wide, 100 ASTM D146, Non -asphaltic, fire resistant fiberglass Fire -Resistant Slip ft. D828, D4869, underlayment Sheet D6757 Topcoat® 1, 5 gallons or TAS 139 Solvent -based elastomeric sealant. FlexSeal'T' 1 qt. tube NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 3 of 31 APPROVED INSULATIONS: TABLE 2 Product Name Product Description EnergyGuard' Polyiso Polyisocyanurate foam insulation Insulation EnergyGuard' Tapered Polyisocyanurate foam insulation Polviso Insulation EnergyGuard'' Ultra Polyiso Glass -faced polyisocyanurate foam insulation Insulation EnergyGuard' RA Polyiso Polyisocyanurate foam insulation Insulation EnergyGuard' RA Composite Polyisocyanurate foam insulation with high Polyiso Insulation density fiberboard or permalite EnergyGuard' RH Polyiso Polyisocyanurate foam insulation Insulation EnergyGuard"' RH Tapered Polyisocyanurate foam insulation Polyiso Insulation EnergyGuard' RN Polyiso Polyisocyanurate foam insulation Insulation EnergyGuard' Perlite Roof Perlite insulation board Insulation EnergyGuard' Perlite Recover Perlite recover board Board Securock® Gypsum -Fiber Roof Gypsum board Board Securock® Glass -Mat Roof Glass faced gypsum board Board Structodek® High Density Fiber High density fiberboard Board Roof Insulation DensDeck® Prime Roof Board Gypsum board DensDeck® Roof Board Gypsum board Manufacturer (With Current NOA) GAF GAF GAF GAF United States Gypsum Corp. United States Gypsum Corp. Blue Ridge Fiberboard, Inc. Georgia-Pacific Gypsum LLC Georgia-Pacific Gypsum LLC NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 4 of 31 YYYYYY Y IYYYY Y Y YYYYYY • YYYYYY .YYYY. L APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Drill-Tec'°' #12 Fastener Phillips head, modified #12 x 8" max. GAF buttress thread, pinch point, length, #3 carbon steel fastener for use Phillips head. in steel or wood decks. With CR-10 coating. Available with a pinch point or drill point. 2. Drill-Tec' #14 Fastener Truss head, self -drilling, #14 x 16" GAF pinch point, high thread max. length, fastener for use in steel, wood #3 Phillips • • • • • • • or concrete decks. head. • • • • • • ' 3. Drill-Tec' ASAP 3S Drill-Tec' #12 Fastener with ...... See .... GAF. ...... Drill-Tec'T' 3" Standard Steel •;, components .... ... • : • • Plate. .... .... ..... 4. Drill-Tec' 3" Steel Plate Round Galvalume® steel ...... 3" Round • .... cja• ..... • • •. stress plate with reinforcing • • • ' ribs and recessed for use with . . . . ...... Drill-Tec"" fasteners. • • • • 5. Drill-Tec'' 3" Standard Steel Galvalume® coated steel 3" Round (,W . • Plate stress plate for use with approved Drill-Tec' fasteners. 6. Drill-Tec`' AccuTrac®Flat A2-SS aluminized steel plate 3" square; GAF Plate for use with Drill-Tec'T' .017" thick fasteners. 7. Drill -Teo' AccuTraca Galvalume® steel plate with 3" square; GAF Recessed Plate recess for use with Drill- .017" thick Tec' fasteners. 8. Drill-Tec 3 in. Ribbed Round Galvalume® plated 3" Round GAF Galvalume Plate (Flat) steel stress plate with reinforcing ribs for use with Drill-Tec' fasteners. NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 5 of 31 Membrane Type: BUR Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank decks secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type E(1): Anchor sheet mechanically attached to roof deck. All General and System Limitations shall apply. Fire Barrier: Topcoat® FireOut' Fire Barrier Coating, VersaShield® Fire Resistant Roof Deck (optional) Protection, VersaShield® Solo'T' Fire -Resistant Slip Sheet installed per manufacturer's installation instructions. Base sheet: GAFGLAS® #80 Ultima' Base Sheet, Stratavent® Nailable Venting Base Sheet, Ruberoid® 20 Smooth, Ruberoid® SBS Heat -Weld"'' Smooth or Ruberoid® SBS Heat -Weld"' 25 base sheet mechanically fastened to deck as described below; :...:. Fastening GAFGLAS® Flex Ply"'' 6, GAFGLAS® #75 Base Sheet, Tri-Ply "75 Ease Sjittf 8c any of '. Option #1: the above anchor sheets attached to deck with approved annular'rIA4*shank nails and tin • ... • • caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" in the • • • •' ••�• .4�� field. .... .... ..... (Maximum Design Pressure —52.5 psf. See General Limitation #4 .. ... • • • : • • • Fastening GAFGLAS® #80 Ultima' Base Sheet, Ruberoid®20 Smooth or%gjjjpid® Mop Smooth • • • • Option #2: attached to deck with approved 1'/4" annular ring shank nails and in8e$ed 3".steel.plate ata..:. fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacingoof • 9" o.c. in the center of the membrane. • • • • • • (Maximum Design Pressure —60 psf. See General Limitation #7) • • ' Ply Sheet: One or more plies of GAFGLAS® Ply 4, Tri-Ply® Ply 4 or GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. installed per manufacturer's installation instructions. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet, Tri-Ply® BUR Granule Cap Sheet or GAFGLAS® EnergyCap' Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and al a rate of 20-40 lbs./sq. installed per manufacturer's installation instructions. Surfacing: 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® Membrane or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat® Membrane applied at 0.5 to 0.75 gal./sq. 3. Fiber Aluminum Roof Coating. Maximum Design Pressure: See Fastening Options NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 25 of 31 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex Ply'' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum'/4" DensDeck7 Roof Board or 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 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 of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be Tx T maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over o'losad cell foam insulations • • • when the base sheet is fully mopped. If no recovery board is used the base sheet shall bc,i'Mlied usitn&W .... mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbpgs. N three rows, one at . each sidelap and one down the center of the sheet allowing a continuous area of ventilation.Encircling•of the : • 0.6 strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cros-wm tilationt *asphalt • •; • • • application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attatht1l'*stems s3'h7rbe limited to a maximum design pressure of -45 psf. 0 0 00 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force}value of 275 jbf., as....:. tested in compliance with Testing Application Standard TAS 105. If the fastener value. as field-testD8,*Afe'beloN4 275 lbf. insulation attachment shall not be acceptable. .. : • • 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a rm1nimum 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 determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Professional Engineer, Registered 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 1 ] 7. 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 I I 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 (i.e. perimeters, extended corners 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 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 14-1030.01 MAMMADECOUNTY Expiration Date: 11/04/18 U • Iwo Approval Date: 05/04/17 Page 31 of 31 MiAm! Shores Vii'lage Building Department 1.0050 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 MITIGAT'ON 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, A 33138 Re: Owner's Name: U 11 Property Address.. Roofing Permit Number. Da :e: bq 901 .. • •••••• •••• •••••• • •••.•. • •••••• . .. .• ( o •• •• •••• •••••• •••••• • Dear Building Official: of o I 1a i4V->� Co certify p •' . r��C-\ p�� certi that. l have improved he roof to wall connections of the referenced property as required by the Manual of Hurricane Mitigation Retrofits for.Exisfing Site -Built Single family Residential Structures; adopt y the Florida Building Commission by Rule 9B-3.047 F.A.C. Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/ stte is t o er fo the above property mentioned. Swom.to and subscribed before me this 11 day of 20 _ Notary Public, Sate of Florida at Large (SEAL) �`�` � � JAPOLIEUNE LOPEZ MYCOMMIS$. ..# GG 071136 A?s`EXPISFebua24,2021c FINAL COMPLIANCEU Trmr— 'aet Notary Scwi-s Revised on 502 2009, 41 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 Date: • • V I �1•••;• 10050 NE 2nd Ave .. ... Miami Shores, A 33138 •••••• •• •••••• .....• Re: Owner's Name: D►dg-C2-g) �,C- J E:V tb. 5 •••• •••• Property Address: S 1 c I TQ— M Pr1 i fit_ '3•�;��, ; • • • Roofing Permit Number: Dear Building Official• pl f'y V bH VPY'CA,_ certify that I am not required to retrofit the roof to wall conn4otior>5 of my • building because: The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition�Outh Fl da Building Code (1994 SFBC) Print Name State of Florida County of Dade F / The undersigned, being the first duly sworn, deposes and says that he/she is th owner or the above property mentioned. Sworn to and subscribed before'me this -7 - day of e')/ A Notary Public, Sate of Florida at Large _ Y * ,� W COMMISSION # GF Or1136 When the just valuation of the structure for purpose of ad valorem taxation is equal to or mor g0 PPiQ$hF ant ta�nu�y At constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to V1� i nneCtRstTHumjll, I�dig bb8.� Revised on 5/21/2009 MIMI®QADE � MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE: 0 0 ...... This NOA is being issued under the applicable rules and regulations governing the use of co6atrultion materials. The .' documentation submitted has been reviewed and accepted by Miami -Dade County RER - Predlet•Contr 4 6ection to b& • % • used in Miami -Dade County and other areas where allowed by the Authority Having JurisdtCttdtt tAHJ). . ; • • • • ; .... .... . . This NOA shall not be valid after the expiration date stated below. The Miami -Dade County'lsroduct COtltt'SfSection'.". (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve 16e !Wht to kar.1 tits 0.0 00: • product or material tested for quality assurance purposes. If this product or material fails to laerJg1Wn in the accepted • • manner, the manufacturer will incur the expense of such testing and the AHJ may immediately'revoke, modif , or ....:. suspend the use of such product or material within their jurisdiction. RER reserves the riglrt to icy oke t is acceptan(r • • if it is determined by Miami -Dade County Product Control Section that this product or matefial fails to qftj Ite • 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: Saxony 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or -change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure t ► comply with any sectiun 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 revises NOA No.16-0711.05 and consists of pages 1 through 8. The submitted documentation was reviewed by Freddy Semino is NOA No.: 18-0509.17 ` t�u;4M4ne eourrnr Expiration Date: 04/26/22 JAPPROVEDt Approval Date: 08/02/18 Page 1 of 9 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code, do not exceed the llesigri pressure values obtained by calculations in compliance with RAS 127 using the values listed in the instatlTAbh secto" • • • herein. The attachment calculations shall be done as a moment based system. .... ...... .... ...... 2. PRODUCT DESCRIPTION ...... .... .... . . Manufactured by Test Product • • • • • • • • • Applicant Dimensions Specifications Desffibtft • • • • • • • • • .. .. .... ...... Saxony 900-Slate Length = 17" TAS 112 Flat profile, interlocking, lugh 4vessure extruded . • Width = 13" concrete roof tile with two nail )poles. For direct dockq.:. thickness = 1-5/32" batten, mortar set or adhe:ive•sej applications. • Saxony 900 Length = 17" TAS 112 Flat profile, interlocking, high-pressurC**ctr*tied • Split Shake Width = 13" concrete roof tile with two nail holes. For direct deck, thickness = 1-9/32" batten, mortar set or adhesive set applications. Top surface produced with 4 different configurations: 1. Complete tile brushed 2. Right half brushed (shown in drawing) 3. Left half brushed 4. No brush Saxony 900-Shake Length = 17" TAS 112 Flat profile, interlocking, high-pressure extruded Width = 13" concrete roof tile with two nail holes. For direct deck, thickness = 1-9/32" batten, mortar set or adhesive set applications. Trim Pieces Length: varies TAS-112 Accessory trim, boosted Barcelona, concrete roof Width: varies pieces for use at hips, ridges and rakes. varying thickness NOA No.: 18-0509.17 EC Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 2 of 9 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales, FL 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering, Inc. TAS 101 (Adhesive Set) The Center for Applied 25-7183-6 Static Uplift Testing TAS 102 MQ&:1.995 Engineering, Inc. (2 Quik-Drive Screws, Direct Ekck� • The Center for Applied The 25-7183-5 Static Uplift Testing TAS 1 Q?„ �„ •1�>;.,1995 • � 0:. Engineering, Inc. (2 Quik-Drive Screws, Battens).:.. . . . The Center for Applied 25-7214-1 Static Uplift Testing TAS 102 • •. Marolh, 1995 : 0 000: Engineering, Inc. (1 Quik-Drive Screw, Direct Detkj • 0 00000 •••0 00000 The Center for Applied 25-7214-5 Static Uplift Testing TAS 102;": MarCli,'1995 ... •. Engineering, Inc. . .. (1 Quik-Drive Screw, Battens .... ..... . The Center for Applied Project No. 307025 Wind Driven Rain 0 0 Engineering, Inc. Test #MDC-77 TAS 100 �Oct*..l994 ; • "' • Redland Technologies 7161-03 Wind Tunnel Testing �0 •13�e*1.991 • Appendix II & III TAS 108 (Nail -On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 TAS 108 (Nail -On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails Atlanta Testing & R1.894/R2.894/R3.894 Physical Properties Aug. 1994 Engineering, Inc. TAS 112 Celotex Corporation 520109-1 Static Uplift Testing Dec. 1998 Testing Service 520111-4 TAS 101 Celotex Corporation 520191-1 Static Uplift Testing March 1999 Testing Service TAS 101 Walker Engineering, Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25-7584/25-7804b-8/25-7804-4 & 5 December 1996 25-7848-6 Walker Engineering, Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers 09/01/16 Walker Engineering, Inc. Calculations Two Patty Adhesive Set Systei i April 1999 Walker Engineering, Inc. Evaluation Calculations Restoring Moments Due to Gravity 09/01/16 American Test Lab of RT0617.04-16 TAS 112 06/29/16 South Florida NOA No.: 18-0509.17 MIAMMQAE COUNTY I- , Q Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 3 of 9 PRI Construction Material COPO-002-02-12 TAS 101 10/12/2016 COPO-002-02-06 TAS 101 10/12/2016 COPO-002-02-05 TAS 101 10/12/2016 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 shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. • 3.4 Minimum underlayments shall be in compliance with the applicable Roofing 4pp4dations Standards listed •; • section 4.1 herein. ." . .... .. .. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to ha 'oof slope.un.less stated .• otherwise by the underlayment material manufacturers published literature. • • • • • .... .... . . 3.6 This acceptance is for wood deck applications. Minimum deck requirements9sW19Se in compliance with.. the applicable Building Code. ...... .... ..... .. .. .... ...... 4. INSTALLATION 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components�shdll be iggt%ltd 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) Saxony 900 Slate, Shake & Split Shake 10.9 1.417 1.08 Table 2: Aerodynamic Multipliers - ,% (W) Tile A, (ft3) (ft3) Profile Batten Application Direc Ap l!cation Saxony 900 0.291 0.31 Slate, Shake & Split Shake Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf) Tile Profile 2":12" 3"•12" 4":12" 5":12" 6":12" 7":12" or greater Saxony 900 Slate, Shake & Direct Deck Di r ct De Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Split Shake 7.70 7.62 6.61 7.50 6.48 7.34 6.31 7.16 6.13 6.95 NOA No.: 18-0509.17 Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 4 of 9 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mechanically Fastened Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19/32" plywood) plywood) Saxony 900 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate, Shake & Split 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Shake 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 48 Screw 30.8 30.8 18.2 2 48 Screws 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 ScShank Nail (Eave 19.0 o 0.5 22.1 •rew • � �: • • • • 2-10d Smooth or Screw Shank Nails (Field 35.5 0066.6 • 34.8 • 2-10d Smooth or Screw Shank Nails (Eave 31.9 08109 Clip) •32.2 0004 •• •• •..• •••..• Table 5: Attachment Resistance Expressed as a Moment M;(ftobj • for Two Paddy Adhesive Set Systems :...:. Tile Tile Application Minimum A en$ Profile Re 'stce Saxony 900 Slate, Shake & Split Shake Adhesive' 31.3 2 s 594 1 See foam adhesive manufacturer's component approval for installation requirements. 2 The Dow Chemical Company TileBond- one -component foam minimum weight per paddy 13.9 grams. 3. ICP Adhesives Polyset(& AH-160 two -component foam, minimum weight per paddy 8 grams. 4. DAP Products Touch N' Seal Storm Bond 2 two -component foam minimum weight per paddy 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake ICP Adhesives Polyset® AH-160 Two -component foam DAP Products Touch N' Seal Storm Bond 2 two -component foam 118.9 3 40.4 4 93 5 45 6 3 Large paddy placement of 45 grams of Polyset® AH-160. 4 Medium paddy placement of 24 grams of Polyset® AH-160. 5 Large paddy DAP Products Touch N' Seal Storm Bond 2 two -component foam minimum weight per paddy 45 grams. 6 Medium paddy DAP Products Touch N' Seal Storm Bond 2 two -component foam minimum weight ,;r paddy 24 grams. NOA No.: 18-0509.17 Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 5 of 9 Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake Mortar Seth 43.96 7 Tile-Tite Roof Tile Mortar 5. LABELING . • • • • • 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturerVft$itt or loge•as details& • • - "Miami County Product Control Approve$".".. " :....: below, or following statement: -Dade .• ...• . . • • • ...... •w.. ..... *40 • • • • •••••• LABEL FOR BORAL SAXONY 900 TILES (LAKE WALES FL PLANT) LOCATED UNDERNEATH TILE - 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS NOA No.: 18-0509.17 MLAMMADE COWNTY Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 6 of 9 NAIL HOLES G UNDERLOCK I SAXONY 900 - SLATE 1-5/32" (Slate) Goes.. so • GYs. • • • • � • • YVVERLOM GG.G.e ...... .... .... . . e e .... ssos so:*** ...... .Gos• :so* •sos.• s . . . . ...... e . •.o•.e of 0 . NOA No.: 18-0509.17 Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 7 of 9 PROFILE DRAWINGS NAIL HOLES .:1-9/32"xsmi) Note: Available Top Surface Finishes 5. Complete tile brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush SAXONY 900 - SPLIT SHAKE � NOA No.: 18-0509.17 CPMaaaaeCourrrtt Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 8 of 9 NAIL HOLES G PROFILE DRAWINGS SAXONY 900- SHAKE END OF THIS ACCEPTANCE NOA No.: 18-0509.17 Mu4hIJ APPROVEDt COUNTY Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 9 of 9 MIAMFQADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Boral Roofing LLC. 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE: ......0000....:. This NOA is being issued under the applicable rules and regulations governing the use of cart Paution materials. The, .... documentation submitted has been reviewed and accepted by Miami -Dade County RER - PW1At 1,ContrQr98c%on 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 t�1e right to h%ve tWs 0 0 0; product or material tested for quality assurance purposes. If this product or material fails to perform in tl M&� ted manner, the manufacturer will incur the expense of such testing and the AHJ may immediatUyorevvke, modif}, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke thin aceeptance, if it is determined by Miami -Dade County Product Control Section that this product or mater .al 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: BORAL TileSeal 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 new NOA consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. NOA No.: 18-0502.03 Expiration Date: 08/02/23 Approval Date: 08/02/18 Page 1 of 4 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: SBS PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description • • • • • • BORAL TileSeal 36" x 36' rolls TAS 103 SBS self -adhering asps a sheet maerial ith a •, 36" x 72' rolls ASTM D1970 white glass re-enforcetl'pjlytster surfttng fabrlCf for use as an underlayhfentlih sloped roof :....: .... .... . . assemblies. • .... .... ..... Boral Citadel Plus 36„ , x 72 rolls ASTM D1970 SBS self -adhering p•• ashaft sheet material with a • • • • .. •.•• ...... poly film -facer; for usV•gs•�L paid -ply urlderlayment • • in sloped roof assembDes' ; . . 0000 000 % MANUFACTURIGN LOCATION: •' • • • •• . 1. Brentwood, NH. 2. Houston, TX. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Repor t Date PRI Construction Materials OCF-356-02-04 ASTM D1623 07/25/18 Technologies, LLC. OCF-356-02-02 TAS 103 07/24/18 OCF-356-02-01 ASTM D1970 07/26/18 OCF-424-02-04 ASTM D1623 07/25/18 OCF-424-02-01 ASTM D1970 07/25/18 OCF-424-02-03 TAS 103 07/25/18 Trinity ERD BRLRF-SC16810.11.17 ASTM D 1876 11/28/17 NOA No.: 18-0502.03 Expiration Date: 08/02/23 Approval Date: 08/02/18 Page 2 of 4 APPROVED ASSEMBLIES: Deck Type 1: Wood, non -insulated Deck Description: 15/32" or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck, membrane adhered. Base Sheet: One or more plies of ASTM D226 Type II or ASTM D2626 with a r tinimum 4" head lap an I a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. • • • • • • so Ply Sheet Apply one layer of Boral Citadel Plus over Base sheet as per currepzapproval. '....' ....:. (Optional): • Membrane: .... .... . . One or more plies of BORAL TileSeal Underlayment with a minimumT' head largiid . .... ... ..... minimum 6" end lap. Place the first course of membrane parallel to fhe eave, roll' 0 e ...... .. .. .. membrane to obtain maximum contact. Remove the release memb Le.V the membrane is • • applied. Vertical strapping of the roof with BORAL TileSeal Underla"nt is acceptable. AU.. % end laps and laps without black selvage area shall be sealed under lap using an Me odified • mastic. • • . • . • .. . Note: When used in Tile roof systems BORAL TileSeal Underlayment shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12" o.c. at the side laps. No nails or tin caps shall be exposed. Surfacing: Approved for Adhered Roof Tile using TILE BOND or AH-160, Mechanically Fastened Roof Tile, Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle assemblies. NOA No.: 18-0502 03 MIAMFDADECOM Expiration Date: 08/02/23 Approval Date: 08/02/18 Page 3 of 4 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. BORAL TileSeal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base/Anchor sheet underlayment. • • • • • • 5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than M day: off''. • application. 0000*0 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tkos are loadeddirectl; • to the BORAL TileSeal underlayment; loading boards or battens are required on roof pitches, greater *Wr6:12". • • ; • • • ... . •• ..... 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed app rova1 Z this product with • • • specific prepared roofing products. ' 8. Tiles shall be stored on battens on roof pitches greater than 6:12". • • • • • • 9. BORAL TileSeal underlayment may be used with any approved roof covering Notice or Aceeptance'listing :....: BORAL TileSeal underlayment as a component part of an assembly in the Notice of Acceptance. IMWAL • TileSeal underlayment is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 10. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 11. 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. For ridge applications, center the membrane and roll from the center outward in both directions. 12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. This target piece shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TileSeal underlayment shall be applied over the underlayment, and sealed using an SBS modified mastic. 15. 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. 16. 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 CMIAMMADEPOUTY ,...0 M - END OF THIS ACCEPTANCE NOA No.: 18-0502.03 MUWWODECOUNTY Expiration Date: 08/02/23 Approval Date: 08/02/18 Page 4 of 4 MiA , 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.eov/economy ICP Adhesives and Sealants, Inc. 12505 NW 44`h Street Coral Springs, FL. 33065 SCOPE: ••• ••••�• This NOA is being issued under the applicable rules and regulations governing the use of aonstruction•rpalerials. Thg•„• ...... documentation submitted has been reviewed and accepted by Miami -Dade County RER -Prpl aj Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdictjqu (AHJ). .... : • • • • .. . ... ... .. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County 13roduct Co*.jj� L SectiQ�p: • • • . .... (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve tbg TWA to hgve:lbis prodWJ.... or material tested for quality assurance purposes. If this product or material fails to perform l a lbe accepted manner, *he . • manufacturer will incur the expense of such testing and the AHJ may immediately revoke, inoaify, or susUerld the use • • % • .. ... of such product or material within their jurisdiction. RER reserves the right to revoke thi acceptance, if it �� • •: determined by Miami -Dade County Product Control Section that this product or material fails to rheet ft•ttQ%remerfts 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: ICP Adhesives Polyseto AH-160 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, Fl,)rida, and followed by -he 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. NOA No.: 17-0322.03 MAMMADE COuNTY 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 Roofmrg • • Application Standard RAS 127. For use with approved flat, low, and high profile roof tile s9§tgm!gusing ICP • Adhesives Polyset® AH-160. ...... 000000 ...... . PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications ICP Adhesives N/A TAS 101 Polyset®AH-160 ICP Adhesives Foam N/A Dispenser RTF1000 ICP Adhesives ProPacV N/A 30 & 100 PRODUCTS MANUFACTURED BY OTHERS: Product .Qe.Zcrintion .... . . ..... ..... .. .. .... ...... Two component po yure��iane foam adhesiY�C • • Dispensing Equipment• • • • • • .. . Dispensing Equipment Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. MANUFACTURING LOCATION: Tomball, TX. PHYSICAL PROPERTIES: Pro a 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 @ 400 F., 2 weeks +6.0% Volume Change @1580F., 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 Im MIAMMADE COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test AEency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 L2/12495 . . ...... Miles Laboratories NB-589-631 ASTM D 1623 • • • • QYM E94 • "':" "" ""`• Polymers Division ...... Ramtech Laboratories, Inc. 9637-92 ASTM E 108 .... .... ..... . . Southwest Research Institute 01-6743-011 ASTM E 108 ...... •.•.•• ... >rVI;/94 ..... ....•. 01-6739-062b[1] ASTM E 84 ...... 01/16/95 .' Trinity Engineering 7050.02.96-1 TAS 114 k h • P36700.04.12 ASTM D 1623 • • 0.41 §Al 2 • P39740.02.12 TAS 101 02721P12 TAS 123 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 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 1CP 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 61G20-3 of the Florida Administrative Code. NOA No.: 17-0322.03 MIAMMADE COWNTY Expiration Date: 05/10/22 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 RtiS 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 Nvith lloofingiApp lCation • • • • • Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and UwntQnance Booklet. .' 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed 6yX� Adhesives and " •' •' Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators tp the authority having• • • • jurisdiction. • .... .... ..... 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is Id4fifed before" icatioti•' • • of any adhesive. The mix ratio between the "A" component and the "B" component shall be maint'Afde'd betweet * 1.0-1.15 (A): 1.0 (B). • • ' 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispensl RTF 1000 or" • 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 minutes after ICP Adhesives Polyset® AH-160 has been dispensed. 9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. NOA No.: 17-0322.03 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 All Eave Course 17-23 sq. inches 45-65 Profiles 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 ;.3A • High Profile #2 17-19 sq. inches 34. Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches a 2 grams per paddy • 0 . head of tile 9-11 sq. inches at overlap . ...• • • • ... .... ... Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal • 7 grams Per bead • edge) 20-25 sq. inches each • bead • Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 14 grams or der parr • • 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. 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 MIAMMDADECOUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 Pa ADHESIVE PLACEMENT DETAIL # 1 wiltl,1111�11' re d0swe 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 apg�oxjojately 17 (109.7 cm2) — 23 (148.4:cm;7squareinch adhesiv2• • • ; • contact with the underside of the tile." '. ...... .... ...... .... .... . . .... .... ..... ...... .... ..... .. .. .... ...... Medium Profile / Double MTile •, . . . . ...... 1. Starting at the eave course,.ao I a minimum 2" :....: (50.8 mm) x 10" (254 mm} x 1" (25. f mxAj 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. 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 underlays .lent 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 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 of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm') — 23 (148.4 cm') square inch adhesive contact with the underside of the tile. • • • • • • 2. At the second course, apply.%"vimunf 2: (50.8mm�...;. x 7" (177.8 mm) x 1" (25.44m;*-foam paddy onto the • underlayment positioned gsfiown undirtlo, • • strengthening rib closest to the averlock bfthe tile • • ; • • being set. ...... ...• ....• 3. Continue in same manner. f nse n: approximately 10" • (64.5 cm') - 12 (77.4 cm2).sIuare inch 4dhesi0e contact with the underside Gf die tile. Medium Profile / Double 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 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 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 c f 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) 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 cm2) — 23 (148.4 cm2) square inch adhesive coLWjUith the underside of the tile. .. .... ......... ..... 2. At the second course, apply. G;imum 2" j50.8m4 x 7" (177.8 mm) x 1" (25.4 rnml foam paddy onto t$C underlayment positioned asoiiow n undep"�an ..... portion of the tile closest tetbe v, erlock e*m tile • • % • • being set. " " "" ""'' ...... 3. Continue in same mannerInsure appro m4ely 17"'"" (109.7 cm2) - 19 (122.6 cm2) Jsqurre inck jdtesive : • • • • contact with the underside of the tile. • 9.0.' NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 RAAo6wf Promeitt• iYkd UM PMR(OTlie APPROVED J 1. On the eave course only, 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 for gat 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 exp;g4% j adhesive from blocking the weep:holeS. Insurt • • • • ; • approximately 17-23 in tf09.7-148.t1'cmNof •. .. .. adhesive contact with the.Naerside of The the ...... .... .... . . 2. Apply a 4" (101.6 mm)"4:4101.6 mrra}xJ" (2504..9' mm) foam paddy onto tlne0umderlayrrmAt just below •... the second course line Wsljaoed foam paddy • under the strengthening rib fof flat t4g,.q4under thQ• • • • pan portion of the tile, &osasl.to the underlock fly..... the second course tile to ee installedr insure O approximately 8-9 in2 (51.6-58.1 cm2) of 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 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) 3. Also apply a 2" (50.8 mrr.) x 4" (101.6 mm) x 1/4" (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 cm2) - 11 (71 cm2) square inch adhesive contact with the undersk a of the tile2t7dit'overlap.... and 7 (45.2 cm') - 9 (59 4 Orn } squaw iseh • adhesive contact with the tDdCrside ofthe tile at • • • • • • the head of the tile. COrf tilde In same manner. • •••• •••• ••••• • • • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL t) Weu enough adhesive to achieve 8S to 70 s%in. Steep pitch applications In contact witlr the pan tile. (when required) 1) Turn covers upside down. Piece adhesive in to t tn.from outside edge of ooiro► ttie. Then Install the tile. Ensure 20 to 25sq.in.centact*N4 , � of" *eve course cover We. Abut to second coarse of a end of pan and cmrer tiles are flush at eave line. Two Piece Barrel - High Profile Tile Two Piece Barrel (Cap and 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 two adjacent pan tiles. Support eave tiles from rocking until adhesive h%.a.oAance to cure. • •••••• .. . .... .... . ... ...... 2. Continue in same manner ringing two pan eeeeee e courses up toward the Jogg. Insure •... • • • • approximately 65 (419.4GVf — 70G44L.6 cm 2) •.•* square inch adhesive ceiaw" with the underside.. of the pan tile. 00006 .... eeeeee . eeeeee . . 3. Turn covers upside ddwn ea•posinj Y$e :Qderside• • •' • of the tile. Apply a mtnirndm 1" (25.4 mm) x 1V' .00: (254 mm) bead of adhesive ldirectly�o% T16e inner' edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm') - 25 (161.3 cmz) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailin ; 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 NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11