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RF-18-2304y! Miami Shores Village `SKURfs "' 10050 N.E. 2nd Avenue NE DBPR Fee $0.00 Miami Shores, FL 33138-0000 — ` Phone: (305)795-2204 FLORp` LD Notary Fee Project Address 1009 NE 94 Street Miami Shores, FL 33138- YNGWIE & APRIL MALMSTEEN Permit NO. RF -8-1$-2304 Permit Type: Roof nit Work Classification. Repair Roof Permit Status: APPROVED Issue Date:81291201$ 1 Expiration: 02125/2019 Parcel Number 1132050150010 Block: Lot: Address 1009 NE 94 Spur MIAMI SHORES FL 33138-2942 Contractor(s) Phone Cell Phone PIONEER ROOFING COMPANY INC (954)920-7688 type of Work: Repair 4dditional Info: TILE ROOF REPAIR classification: Residential Scanning: 3 Fees Due Amount CCF $0.00 DBPR Fee $0.00 DCA Fee $0.00 Education Surcharge $0.00 Notary Fee $5.00 Permit Fee - Repairs $66.96 Scanning Fee $0.00 Technology Fee $0.00 Total: $71.96 Applicant YNGWIE & APRIL MALMSTEEN (786)624-9332 Valuation: $ 4,464.00 Total Sq Feet: 40 Pay Date Pay Type Amt Paid Amt Due Invoice # RF -8-18-68716 08/29/2018 Credit Card $ 71.96 $ 0.00 Available Inspections: Inspection Type: Roof Repair Final Roof Review Roof 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, P BING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFID I : I ce ' tha a oregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructio ing. Fut er h ni the abo -tamed p9ntr ctc�4odo the work stated. August 29, 2018 Authorized Si ature wner Applican / Co tra / Agent Date Building Depaftment Copy August 29, 2018 1 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: a 10050 NE 2nd Ave Miami Shores, FI 33138 1 1 1 Re: Owner's Name: Yr, Property Address: �yJ ckW S-' Roofing Permit Number: Dear Building Official: I Qpc`1 )6 certify certify that I am not required to retrofit the roof to wall connections of my building because: XThe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature State of Florida County of Dade 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 \ day of ',3- '_ti+a ANDREW WHAR T Vit 1 Notary Public, Sate of Florida at Large • MY COMMISSION N FF954573 ,,. EXPIRES January 26. 2020 FW AVtMMySem axr • 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 BROWARD (954) 920-7688 PIONEER ROOFINGINC- FAX(95)92326777 2026 GRANT STREET * HOLLYWOOD, FLORIDA 33020-3546 pioneer CC -C0588041 041 erroofngcompariy.com _W r_ — JOB NAME: SAME - ADDRESS: TO: Mr. John Malmstein DATE: 3/29/2017 �� MEMBER 1009 NE 94th Street Miami Shores, FL 33038 Page 1 of 4 We are pleased to submit the following estimate on the above captioned job. 1. Remove sections of tile and roofing where leaking above the master bathroom as shown by the owner and/or owner's representative (repairs to include the ENTIRE perimeter at the base of the chimney and the three (3") inch plumbing penetration adjacent to the chimney). 2. Remove damaged wood in areas where tile and roofing removed, if any. SEE NOTES BELOW. 3. Install rafter helpers, if necessary. SEE NOTES BELOW. 4. Install new wood where damaged removed. SEE NOTES BELOW. 5. Install new lead flashing over the plumbing penetration, where removed. Set same in mastic. Flash same with two (2) ply mastic and membrane. 6. Install new roofing over areas where removed. 7. Install primer, mastic under the existing metal flashing at the chimney, and TWO *(2) ply, mastic wit_h.membr"ane flashing over the flange of the existing returns. 8. Install mastic and membrane flashing between neWroofing and existing. 9. Install existing tile that was removed or tile from owner's stock, if available. IF NEW TILE IS FURNISHED BY THIS CONTRACTOR, THE COLOR AND SHAPE OF TILE WILL MATCH EXISTING AS CLOSE AS POSSIBLE. 10. Install aluminum coating over all exposed mastic furnished and installed by this contractor. 11. Remove all roofing debris from the roof and premises. SUM OF ENTIRE JOB: Four Thousand Four Hundred Sixty -Four Dollars $4,464 00 NOTE: WHILE AT THE PROPERTY COMPLETINGTHE REPAIRS AS LISTED ABOVE,ri�' ROOFING AREA ABOVE THE LIVING ROOM WILL BE WATER TESTED,TO DETERMINE IF THIS is ' IN FACT A ROOFING LEAK OR ADDITIONAL WORK THAT IS TO BE COMPLETED BY THIS CONTRACTOR IN ORDER TO ELIMINATE THE WATER PENETRATION INTO THE CEILING. IF IT IS DETERMINED THAT ADDITIONAL WORK IS TO BE COMPLETED BY THIS CONTRACTOR, A CREDIT FOR THE WATER TESTING WILL BE DEDUCTED FROM THE ABOVE AMOUNT. NOTE: THE BASE CONTRACT AMOUNT INCLUDES THE COST TO WATER TEST THE AREA OVER THE LIVING ROOM AS NOTED ABOVE.. A,CREDIT OF THREE HUNDRED EIGHTY-NINE ($389.001 DOLLARS WILL BE DEDUCTED FROM THE ABOVE AMOUNT .IF THE WATER TESTING CONFIRMS THAT THERE WILL BE ADDITIONAL WORK TO BE COMPLETED BY THIS -CONTRACTOR AND. ADDED TO THE BASE CONTRACT AMOUNT. NOTE: THE ABOVE CONTRACT AMOUNT IS VALID BASED UPON THE SCOPE OF WORK AND CONDITIONS AS LISTED ABOVE AND BELOW: NOTE: PLEASE SEE THE ENCLOSED LETTER AND INCLUDE SAME AS PART OF THE "YOUR FRIENDS IN HIGH PLACES" PIONEER ROOFING _COMPANY, INC. Andrew Wharton BY: President When this job is accepted please sign and return one copy which will be our order to proceed with work and constitutes the entire agreement of the parties. No verbal agreement shall be a part of this contract. The undersigned accepts the above job at the price quoted and agrees to pay for said work, promptly as herein specified. If any sums due are collected by suit or demand of an attorney or collection agency then the undersi ned agrees to pay all costs, including reasonable attorney fees, for collection. DATE (. 9 ( ( ACCEPTED BY: TITLE: 5LOJ 2 January 11, 2019 PIONEER ROOFINGINC: "YOUR FRIENDS IN HIGH PLACES" Miami Shores Village c/o Mr. Ismael Naranjo, CBO 10050 NE 2nd Avenue Miami Shores, FL 33138 Attention: Ms. Yani Prieto, Permit Clerk Re: Mr. & Mrs. Yngwie & April Malmsteen – 1009 NE 90 Street Miami Shores, FL 33138— Open Permit #RF -8-18-2304 Dear Ms. Prieto: This letter is to confirm our conversation on January 10, 2019 regarding the above referenced resident and open permit matter. As per our conversation, you know that we, Pioneer Roofing Co., Inc., have been attempting to coordinate a final inspection at the above referenced address. The homeowner has denied us access to complete the final inspection. We originally obtained our first permit–RF-8-17-1971 on August 03, 2017. In progress inspections were completed and "signed -off' on August 15, 2017. After many attempts to schedule the final inspection (including our attorney intervening for us), the owner of the property still had not allowed us to gain access to obtain the final inspection for permit #RF -8- 17-1971. The permit expired January 30, 2018. Soon after the expiration of permit #RF -8-17-1971, I spoke with you and you arranged a meeting with the chief building official. We met, and I explained the situation. I was advised that I had to obtain and purchase a new permit. 1 purchased the new permit and then .we arranged to meet at the referenced property. On the date and time that was arranged, we met at the property but the gate was locked. There was someone in the residence, but they would not allow us to gain access to the property. I did obtain anther permit as referenced above. I assume the new permit supersedes and canceled the first permit. I know that you and building official have been trying to arrange access, so we can complete the inspection. To date, you nor I have been successful. You advised me that the city would continue your,efforts to arrange the inspection. You further mentioned that the Chief Building Official and you are aware that we have attempted to complete the inspection and you have guaranteed that the open permit (even if it 2026 GRANT STREET * HOLLYWOOD, FLORIDA 33020-3546 * CC -C058041 BROWARD (954) 920-7688 * DADE (305) 836-5767 * FAX (954) 923-2677 pioneer@pioneerroofingcompany.com PIONEER ROOFINGINCo: "YOUR FRIENDS IN HIGH PLACES" expires) will not be a blemish on Pioneer Roofing's record and we will be able to obtain other permits as we have in the past. As per your suggestion, I will put the file on hold and await your call. You have my contact numbers and at any time with one (1) day notice, I will arrange to meet with you or have someone from my office meet with you with a ladder and the permit to complete the final inspection. I do thank you for your assistance and look forward to resolving this matter. Sincerely; PIONEER ROOFING CO., INC. "YOURTRIF,NDS IN„HIGH PLACES" Gel CEO CC: Mr. & Mrs. Yngwie & April Malmsteen Certified Mail No: 7005 1160 0002 3202 3282 CC: Barry Wilen, P.A. via email 2026 GRANT STREET * HOLLYWOOD, FLORIDA 33020-3546 * CC -C058041 BROWARD (954) 920-7688 * DADE (305) 836-5767 * FAX (954) 923-2677 pioneer@pioneerroofingcompany.com Miami Shores Village���4{� Building DepartmentAUG 1,Ole 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 Q-1� Cl—A INSPECTION LINE PHONE NUMBER: (305) 762-4949 C -e -h FBC 201 BUILDING Master Permit No. 12C 1'e -23Q4 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSIONJ�RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION 0 SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1 C9 o 1 AlIF- c' 1 3t !i Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: Y'1174 1 OWNER: Name (Fee Simple Titleholder): one#: Address: 4 dr IVI!5- q �:(y' City:Stater, Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: £9ILL60 Phone#: Address: IL-' 2-6 City: GV �z //State: E1� Zip: 33 UZL, �^ � Qualifier Name: ( V -i' Phone#:5) 9''�7 �6(6 State Certification or Registration #: C'_� e ©s�Certificate of Competency #: DESIGNER: Architect/Engineer: Ad City: State: Zip: Value of Work for this Permit: $ qq6 !1- O7) Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace lI !I s ► J-\ !' n �' A Description of Work: Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Radon Fee $ Training/Education Fee $ CCF DBPR $ ❑ Demolition CO/CC $ . Notary $ Double Fee $ _ Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bondir g 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..... 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 90roved and a reinspection fee will be charged. /�')/-1 /1� „,-n �—ture" M=lSSV—"i7fli�. OWNER or AGENT The foregoing instrument was acknowledged before me this day of me or who has produced 20 , by who is personally known to identification and who did take an oath. NOTARY PUBLIC: I 4V Sign: Print: Seal: as me or wno nas pr NOTARY PUBLIC: Sign: Print: Seal: was acknowledged before is personally known to identification and who did take an oath. # GG 044602 EXPIRES: NOYeMuu ---- Bonded Thru Notary Public Underwriters APPROVED BY VV Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, FL 33138 Tel: (305)795-2204 • Fax; (305)756-8972 8/8/2018 To: Current Owner 1009 NE 94 Street Miami Shores, FL 33138 - Permit: RF -8-17-1971 Address: 1009 NE 94 Street Miami Shores FI -33138 - Dear Sir or Madam, Our records indicate that the above referenced permit has expired without obtaining the proper final inspection. In order to serve you better, we need to keep our files up to date. As per section 105.4.1 of the Florida Building Code, "Every permit issued shall become invalid (expired) unless the work authorized by such permit is commenced within six months after its issuance, or if the work authorized by such permit is suspended or abandoned for a period of six months after the work is commenced, or completed without obtaining the final inspection of the work performed.." Please be advised that open permits will hinder your ability to obtain new permits, refinance or sell this property. Please contact the Building Department, within 15 days of receipt of this letter in order to take care of this matter. Sincerely, 6 �Ijq (, i Ismael Naranjo (CBO) Building Director F'�ORIDP 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. TbeAwner's initial in the designated space indicates that the item has been explained. *09000 2. Renailing wood decks: When replacing roofing, the existing word roof deck may'have to ; • • be renailed in accordance with the current provisions of Section R4403. (The k is us ?a11Y0 . • concealed prior to removing the existing roof system). • • • • • .. .. ...... 4. Exposed Ceiling: Exposed, open beam ceilings are where the Qnderside of the rooideckin can be viewed from below. The owner may wish to maintain the architectural:appoatance; therefore, • roofing nail penetration of the underside of the decking may not be acceptable This'providAS file gption cl• maintaining the appearance. •. 60" Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimetededge 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 accordance with the requirements of Sections R4 4403 and R4413, ner/Agent's Signature Date Contractor ignat Date c Sf M,�n sir Property Address F� 33�5� Permit Number Revised on 7/9/2009 LD;07/01/2015; PL.sBc a�Tif71-7-19-71 C N G� M ami Shores Vi;la�e � G� G `Y4,r R 03 ,�Q1'j APPROVED BY DATE ZONING DEPT Bl_DG DEPT S toS:,B.JECT TO COMPLIANCE VVI FH ALL FECERAL `�T/\T`- ANr) COUNTY RULES AND PEG, ' AT( ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. Process No. Contractor's Name Pioneer Roofing Co Inc Job Address 1009 NE 94 Street Miami Shores, FL 33038 ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile ❑x Mortar/Adhesive.Set Tile* • ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood ShinaWk.14akes • • •� Shingles ..,;�� • •••••• ❑ Prescriptive BUR -RAS 150 �' . ROOF TYPE ••�••� • �����• ❑ New Roof ❑ Reroofing ❑ Recovering •• •• IN Repair Q *4mtenance •••••• ROOF SYSTEM i•••�• ••••'• INFORMATION •00 • • ' • • • Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) 40 Total (SF) • X40 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 15.32 FLORIDA BUILDING CODE 5th Edition (2014) — BUILDING � s • � � r n. 'Y � T.i. ... .a4w'r+IFON�A"••.eY+'q�.�.".+''{'°. �, ai Yyww�� LAd Sig v' � � �� � • 9 • r • • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Sth Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: Boral Notice of Acceptance Number: 12-0904.12 Minimum Design Wind Pressures, If Applicable (From RAS 127 o[ .••41, Calculations): • .. •• 1: 39.1 P2: 68.1 P3: 100.7 • • Steep Sloped Roof System Description • .... % • Deck Type: wood Type Underlayment: ASTM #30 Roof Slope: 4:12 Insulation: NA Fire Barrier: NA Ridge Ventilation? Fastener Type & Spacing: 1 1/4 RS w/ 1518 Tin Caps NA Adhesive Type: Cold Adhesive Type Cap Sheet: ASTM #90 Mean Roof Height: 14' Roof Covering: Concrete Tile Type & Size Drip NA Edge: . 15.34 FLORIDA BUILDING CODESth Edition (2014) — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method I "Moment Based Tile Calculations Per RAS 127" (PI: 39.1 x?, .200 =-Z.-62 ) - Mg: 6.97 = Mrl .85 Product Approval Mf 40.4 (P2: 68.1 x k .200 = 13.62 ) - Mg: 6.97 = M,2 6.65 Product Approval Mf 40.4 (P3: 100.7 x >, .200 =_L0.14 ) - Mg: 6.97 = Mr3 13.17 Product Approval Mf 40.4 Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of R;, anA Appeals. • • • 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 egpal to the Fry3 &t , • • • • for each area of the roof, then the rile attachment method is acceptable. • •• • 000 • Method 3 "Moment Based Tile Calculations Per RAS 127" • • 0 (Pt: x L = x w: = ) - W: x cos B -= Fri Product Approval F' (P2: x L = x w: = - W: x cos B = Fr2 Product Approval F' (Pa: x L = x w: = ) - W: x cos B -=Frt Product Approval F' Where to Obtain Information Description Mr required Moment Resistance* Where to find Design Pressure Mean Roof Height RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 15' 20' 25' 30' 40' • • • 2:12 34.4 36.5 38.2 39.7 • • • • 42.2 3:12 32.2 34.4 36.0 37.4 •• ••• • 39.8 • • 4:12 30.4 32.2 33.8 35.1 • • • • • 37.3 5:12 28.4 30.1 31.6 32.8 • • 34.9 • • • L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. 6:12 26.4 28.0 29.4 30.5 • • • 32.4 7:12 24.4 26.9 27.1 28.2 • • • •• 30.0 • • • • *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of R;, anA Appeals. • • • 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 egpal to the Fry3 &t , • • • • for each area of the roof, then the rile attachment method is acceptable. • •• • 000 • Method 3 "Moment Based Tile Calculations Per RAS 127" • • 0 (Pt: x L = x w: = ) - W: x cos B -= Fri Product Approval F' (P2: x L = x w: = - W: x cos B = Fr2 Product Approval F' (Pa: x L = x w: = ) - W: x cos B -=Frt Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier A Product Approval Restoring Moment due to Gravity MF Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance M, Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. FLORIDA BUILDING CODE 5th Edition (2014) - BUILDING 15.35 Boral Roofing LLC. 7575 Irvine Center Drive, Suite 100 Irvine, CA. 92618 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 Cor>xI'dl•Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to haveUrs • • • • • product or material tested for quality assurance purposes. If this product or material fails to perfopp in tht.V% pted manner, the manufacturer will incur the expense of such testing and the AHJ may immediatelyi•ilwoke, modify, or • ..... suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptancC o • • • if it is determined by Miami -Dade County Product Control Section that this product or matertdlnils to meet the ..... requirements of the applicable building code. 00:00: .' . : •0• • • • . This product is approved as described herein, and has been designed to comply with the Fl huildingrodd • • • • • • including the High Velocity Hurricane Zone of the Florida Building Code. ' ...... DESCRIPTION: Saxony (Shake, Slate, Split Shake) 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 to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA# 12-0308.25 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0904.12 �� Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 1 of 8 MA 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/pera Boral Roofing LLC. 7575 Irvine Center Drive, Suite 100 Irvine, CA. 92618 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 Cor>xI'dl•Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to haveUrs • • • • • product or material tested for quality assurance purposes. If this product or material fails to perfopp in tht.V% pted manner, the manufacturer will incur the expense of such testing and the AHJ may immediatelyi•ilwoke, modify, or • ..... suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptancC o • • • if it is determined by Miami -Dade County Product Control Section that this product or matertdlnils to meet the ..... requirements of the applicable building code. 00:00: .' . : •0• • • • . This product is approved as described herein, and has been designed to comply with the Fl huildingrodd • • • • • • including the High Velocity Hurricane Zone of the Florida Building Code. ' ...... DESCRIPTION: Saxony (Shake, Slate, Split Shake) 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 to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA# 12-0308.25 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0904.12 �� Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete I. SCOPE This renews and revises a system using Saxony (Shake, Slate and Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Pisoduc� •�,��• Applicant Dimensions Monier Lifetile LLC 1= 16%2" Saxony (Shake, Slate and w = 12-3/8" Split Shake) Tile .6" thick Trim Pieces 1= varies w = varies varying thickness 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales, 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. QM1AWDADRC=0UNTYW..I Test Pisoduc� •�,��• Specifications ������ Description .. • TAS 112 Flat, interlocking, high pH iswe extru d concrete► • • • • Appendix III roof tile equipped with twp;s}ail holes. Por direct....; ...4 deck or battened nail-onp"ar or 244e�sive set ' Static Uplift Testing ..... applications. • 0:0 . : 0 . TAS 112 60%6 Accessory trim, concr4i 1j;f piecesibi tie at hips,• � • rakes, ridges and vallet tef *ations. • 0 Static Uplift Testing Manufactured for each tile profile.. • • • • • 00*000 00 . . . 25-7183-6 Test Identifier Test Name/Report Date 7161-03 Static Uplift Testing Dec. 1991 Appendix III PA 102 & PA 102(A) 94-084 Static Uplift Testing May 1994 PA 101 (Mortar Set) 94-060A Static Uplift Testing March, 1994 PA 101 (Adhesive Set) 25-7183-6 Static Uplift Testing Feb. 1995 PA 102 (2 Quik -Drive Screws, Direct Deck) 25-7183-5 Static Uplift Testing Feb. 1995 PA 102 (2 Quik -Drive Screws, Battens) 25-7214-1 Static Uplift Testing March, 1995 PA 102 (1 Quik -Drive Screw, Direct Deck) NOA No.: 12-0904.12 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 2 of 8 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date The Center for Applied 25-7214-5 Static Uplift Testing March, 1995 Engineering, Inc. PA 102 (1 Quik -Drive Screw, Battens) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix 11 PA 108 (Nail -On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 PA 108 (Nail -On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC -77 PA 100 Celotex Corporation Testing 520109-1 Static Uplift Testing • Wc,1998 Service 520111-4 PA 101 '..' ::00000000 Celotex Corporation Testing 520191-1 Static Uplift Testing-: • • ' 1V d• h 1999.0:: Service ••••• PA 101 000000 • • Walker Engineering, Inc. Calculations Aerodynamic Mult lief'. • Inue 2007: ""; Walker Engineering,Inc. Evaluation Calculations 2 5-7094 �" Fdatt ly 1996• • • Walker Engineering, Inc. Evaluation Calculations 25-7496• • • • o April 199e • • • • Walker Engineering, Inc. Evaluation Calculations 25-7584 ...... Deember 1118'; • c • 25-7804b-8 25-78044 & I �•• • • • • : " " ' • 25-7848-6 • • • : "' •; Walker Engineering, Inc. Evaluation Calculations 25-7183 M2t;Ch 1995 Walker Engineering, Inc. Calculations Two Patty Adhesive Set System April 1999 Walker Engineering, Inc. Calculations Restoring Moment Due to Gravity June 2007 Nutting Engineering 129 TAS -112 Jan. 2007 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 underlayment shall be in compliance with the applicable Roofmg 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. NOA No.: 12-0904.12 MIAMI•DADE COUNTY Expiration Date: 12/16/17 �Fggmsro Approval Date: 12/06/12 Page 3 of 8 4. INSTALLATION 4.1 Saxony (Shake, Slate and Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w) Tile Profile Weight -W (lbf) Length -1 (ft) Width -w (ft) Saxony (Shake, Slate and Split Shake) Tile 11.8 1.375 1.02 Table 2: Aerodynamic Multipliers - (ft) Tile Profile X (ft) Batten Application X (ft) Direct Deck Application Saxon Shake, Slate and Split Shake Tile 0.185 .'. 0.260---' .. - - - .. . .. Table 3: Restoring Moments due to Gravity - M9 (ft-Ib4...00 Tile 2":12" 3":12" 4":12" 5":12" V412". •YON" or � • Profile '§tbater •• Saxony Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct B Vohs Dirept (Shake, Deck Deck Deck Deck • • eek . Deck Slate and 6.63 7.14 6.56 7.07 6.47 6.97 6.34 6.83 6.18 6.66 6.02. 6.48.. Split Shake) • ' Tile • • NOA No.: 12-0904.12 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 4 of 8 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile Resistance (min 15/32" plywood) (min. 19/32" 31.3 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3M TM 2 -Component Foam Roof Tile Adhesive AH -160. Average weight per patty 8 grams. plywood) Saxony (Shake, 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate and Split 1-10d Smooth or Screw 7.3 9.8 4.9 Shake) Tile Shank Nail 2-10d Smooth or Screw 14.0 18.8 7.4 Shank Nails 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1-10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Clip) 1-10d Smooth or Screw 19.0 . 19.0 •22.1 Shank Nail Eave Clip) 69•' : 2-10d Smooth or Screw 35.5 04.6. '.. ..34.8.0. Shank Nails Field Clip) 000000 •9•• . 2-10d Smooth or Screw 31.9 0031% ..• 32. 0 Shank Nails Eave CliT 9000 0� • • • • 00000* 9.. 00 0.0000 9999.. Table 6: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) . • 9999.. for Two Patty Adhesive Set Systems .'. .. 9999 Tile Profile Tile Application Minimum Attachment 3 Large paddy placement of 45 grams Resistance Saxon Shake, Slate and Split Shake Tile Adhesive 31.3 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3M TM 2 -Component Foam Roof Tile Adhesive AH -160. Average weight per patty 8 grams. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony (Shake, Slate and Split Shake) Tile 3M 2 -Com onent Foam Roof Tile Adhesive AH -160 118.9 3M 2 -Component Foam Roof Tile Adhesive AH -160 40.4 3 Large paddy placement of 45 grams 4 Medium paddy placement of 24 grams NOA No.: 12-0904.12 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 5 of 8 Table 8: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Saxon Shake, Slate and Split Shake Tile Mortar Set5 43.9 5 Tile-Tite Roof Tile Mortar. . 0 0 0 0 . . 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved". NOA No.: 12-0904.12 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 6 of 8 B0RAL-L1FET1-LE,-,*",-": 0.00:• Or 000.0••0 . . 0 0 0 0 . . 0.0046 • 0.0000 6060• :••••: 660664, 0000 0000 0000• BORAL ROOFING LLC, SAxoNY TILE (LAKE WALES F; • • • • • • • 0000• LOCATED UNDERNEATH TILE 00• • • • 000060 0000•• • 0000•• 0000•• 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. NOA No.: 12-0904.12 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 6 of 8 NAIL. PROFILE DRAWINGS WATERLOCK • • •' • • y SAXONY CONCRETE ROOF TILE (SLATE MODEL) 1..'6 " (spate 16 " (utak ZLAY Y• y • 0000 • y 6600 • 0 0• •• • y •00900 • •06 00y SAXONY CONCRETE ROOF TILE (SPLIT SHAD MODEL 0000.. • • y •0.90y • 6•••• 09.00 •99990 • 9 • NOA No.: 12-0904.12 MIAMMADE COUNTY Expiration Date: 12/16/17 • Approval Date: 12/06/12 Page 7 of 8 0000 SAXONY CONCRETE ROOF TILE (SHAKE MODEL)• • • • • • END OF THIS ACCEPTANCE • • • • NOA No.: 12-0904.12 MIAMPDADE COUNTY Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 8 of 8 MIMIAMMADE � MIAMI -MADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 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.gov/building/ The Dow Chemical Company 1605 Joseph Drive 200 Larkin Center Midland, MI 48674 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 BNC - 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 m$teriaf fails to pemrm • • • • • • in the accepted manner, the manufacturer will incur the expense of such testing'and'the AA1.%ay '. immediately revoke, modify, or suspend the use of such product or material within the'0'0 risdictioV $NC 0 0 * 0.0 reserves the right to revoke this acceptance, if it is determined by Miami -Dade CourSx,Product &gtrol : • 0 • • Section that this product or material fails to meet the requirements of the applicable builtliag g8de. .0 0 0 • • This product is approved as described herein, and has been designed to comply with the.Wosida Building Code 0 • • 0 • ..:..' including the High Velocity Hurricane Zone of the Florida Building Code. 000000 0..00: 000000 .' . DESCRIPTION: TILE BONDTm Roof Tile Adhesive 0000.. . • • • • • • . 0 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, stafe and: . 0000.. ' ' 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 renews and revises NOA# 08-0512.18 consists of pages 1 through 9. The submitted documentation was reviewed by Alex Tieera. APPROVED NOA No.: 11-0616.03 Expiration Date: 08/23/16 Approval Date: 08/18/11 Page I of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub Category: Roof Tile Adhesive Material: Polyurethane SCOPE: This approves TILE BONDTm Roof Tile Adhesive as manufactured by The Dow Chemical Company, as described in this Notice of Acceptance, designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. For the locations where the pressure requirements, as determined by applicable building code, do not exceed the design pressure values; as obtained by calculations in compliance with RAS 127, using TILE BONDTm Roof Tile Adhesive, and where the attachment calculations shall be done as an moment based system. PRODUCT DESCRIPTION: Manufactured by Applicant Dimensions TILE BONDTm Roof Tile Factory premixed canisters Adhesive MANUFACTURING LOCATION: I . Wilmington, IL. Product Description 0000 —. 0000 0000.. Single component foafi,r bfstile polyji;4b;Qe adhesive 00..00 0 0000.. 0000 0000 . . 0000 0000 0000. .. .. .. .. 0000.. 0000.. 0000.. NOA No.: 11-0616.03 Expiration Date: 08/23/16 Approval Date: 08/18/11 Page 2 of 9 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied 25-7512-1 TAS 101 01/25/96 Engineering 25-7512-2 TAS 101 01/25/96 25-7512-3 TAS 101 01/25/96 25-77512-4 TAS 101 01/25/96 25-7781 Physical Properties Testing 11/07/96 257794-2 SSTD 11-93 10/03/96 South Research Institute 01.8366-014 ASTM E108 -95a February 1997 Walker Engineering, N/A Evaluation of Test on a Two -pad 12/16/97 Inc. System Celotex Corp. Testing 520111-1 TAS 101 12/28/98 Services 520111-2 TAS 101 12/28/98 520111-3 TAS 101 12/28/9�. 520111-4 TAS 101 . 12/28/9$...' 520111-7 TAS 101 �.. 2 2/28/9$. . 520111-8 TAS 101 •••:•92/28/N*0•• 520111-12 TAS 101 '•'••92/28/98 9 520135-3 TAS 101 ."0*D2/01/99"'. 520135-4 TAS 101 '0" 02/01/99"' 520135-5 TAS 101 "*:•*02/01/9A • IBA Consultants Inc. 4848-8 TAS 101 • : . : , p5/19/08 . • 4848-7 TAS 101 3)5/19/,08 . 4848-6 TAS 101 . 05/191$"" 4848-5 TAS 101 • • • 05/19/0& • 4848-4 TAS 101 05/19/08 • 4848-3 TAS 101 05/19/08 4848-2 TAS 101 05/19/08 4848-1 TAS 101 05/19/08 Trinity ERD D9840.09.09 TAS 110 09/17/09 NOA No.: 11-0616.03 Expiration Date: 08/23/16 MIAMI•DADECO� Approval Date: 08/18/11 Page 3 of 9 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. 0000.. TYPICAL PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.83 lbs./ft.3 Compressive Strength ASTM D 1621 14.31 psi Tensile Strength ASTM D 1623 31.2 lbf @ 180°F, 65% RH for 120 days, concrete to concrete Water Absorption ASTM D 2842 2.21 % absorbed by Volume Moisture Vapor Transmission ASTM E 96 3.00 Perm / Inch Dimensional Stability ASTM D 2126 -0.47% Volume Change @ -40°C., 2 weeks -4.05% Volume Change @70°C., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86.3% LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. 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-DadejC_ounty$r,AFjtt ...... Control Approved" or the Miami -Dade County Product Control Seal as shown%aow: .• •' MIAMFDWE COUNTY • 66600• 0 • • ,•••� � 3. TILE BONDT"' Roof Tile Adhesive shall solely be used with flat, low, mediunt,�i�high ti • • • • 0.00.0 . • • • • • profiles. •••••• 0 0 4. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS d20! o 0.000 6009:0 go 0 5. Roof Tile manufactures acquiring acceptance for the use of TILE BONDTm Rcj)f Tile Adhesive yoof •„• tile adhesive with their tile assemblies shall test in accordance with TAS 101 with sQction IDorg?0 . modified herein. 0 • • 0 • • • •• C2,) _W6. F'= MS NOA No.: 11-0616.03 Expiration Date: 08/23/16 �FgMIAM4DiADECOUNTY ..• Approval Date: 08/18/11 Page 4 of 9 INSTALLATION: 1. TILE BONDTm Roof Tile Adhesive may used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of TILE BONDTm Roof Tile Adhesive. 2. TILE BONDTm Roof Tile Adhesive shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of TILE BONDTm Roof Tile Adhesive shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. TILE BONDTm Roof Tile Adhesive roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and The Dow Chemical Company TILE BONDTM Roof Tile Adhesive Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by The Dow Chemical Company. 5. Pressure treated wood filler block shall be required on all eave course of all tile profiles, except on two piece barrel the 0000 6. Tiles must be adhered in freshly applied adhesive. Tile must be set within 4 minutes•after Tft&Fii••' BONDTm Roof Tile Adhesive has been dispensed. •• • 0 •• • 7. TILE BONDTm Roof Tile Adhesive placement and minimum patty weight shall beSh accordlrfce' with the'Placement Details' herein. Each generic tile profile requires the sped i*c* cement nofed herein. • TABLE 1: ADHESIVE PLACEMENT FOR EACH GENERIC TILE IROFILE• • • • Moir Tile Placement Minimum patty Area Profile Detail Weight per tile (%q -u. re inches)•• rams •• • ••• • Flat / Low Profile #1 11.1 19.5 •• Medium Profile #2 11.0 19.5 High Profile ( Head) #3 22.0 39 High Profile (Nose) 11.0 19.5 Two Piece Barrel #4 11.6 20 LABELING: All TILE BOND T"' Roof Tile Adhesive containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: Any documentation required by the Building Official or applicable building code in order to properly evaluate the installation of this system NOA No.: 11-0616.03 MIAMICADECMUNTY Expiration Date: 08/23/16 Approval Date: 08/18/11 �FjymenPage 5 of 9 ADHESIVE PLACEMNT DETAIL LOW (FLAT) PROFILE DETAIL #1 NOA No.: 11-0616.03 Expiration Date: 08/23/16 Approval Date: 08/18/1 l Page 6 of 9 MEDIUM PROFILE DETAIL #2 NOA No.: 11-0616.03 Expiration Date: 08/23/16 Approval Date: 08/18/11 Page 7 of 9 HIGH PROFILE DETAIL #3 APPROVED NOA No.: 11-0616.03 Expiration Date: 08/23/16 Approval Date: 08/18/11 Page 8 of 9 BARREL PROFILE DETAIL #4 END OF THIS ACCEPTANCE APPROVED NOA No.: 11-0616.03 Expiration Date: 08/23/16 Approval Date: 08/18/11 Page 9 of 9 .... .... . . .. ..• . ... ... .