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RF-18-1609Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 F[ORIDA ertlimt Issue Date: 611912018 Permit NO. RF-6-18-1609 Permit Type: Roof Work Classification: Tile/Flat Permit Status: APPROVED Expiration: 12/16/2018 Project Address Parcel Number Applicant 1218 NE 101 Street 1132050210020 ANDRE CHELALA Miami Shores, FL 33138-2609 Block: Lot: Owner Information Address Phone Cell ANDRE CHELALA 1218 NE 101 Street MIAMI SHORES FL 33138-2609 Contractor(s) Phone Cell Phone BUILDING UNLIMITED (305)278-8188 Type of Work: Re Roof Additional Info: RE -ROOFING FLAT AND TILE Classification: Residential Scanning: 3 Fees Due Amount Bond Type - Contractors Bond $500.00 CCF $16.80 DBPR Fee $4.88 DCA Fee $3.25 Education Surcharge $5.60 Permit Fee - New Roof $325.00 Scanning Fee $9.00 Technology Fee $22.40 Total: $886.93 Valuation:=28,000.00Total Sq Fee Pay Date Pay Type Amt Paid Amt Due Invoice # RF-6-18-67899 06/12/2018 Cash $ 50.00 $ 836.93 06/19/2018 Check #: 2296 $ 836.93 $ 0.00 Bond #: 3803 AyaiiaDle Inspections: Inspection Type: Up Lift Report I ue in rrogress Roof in Progress Renailing Affidavit Review Roof Cap Sheet In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that ag the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futher%iore, thorize the above -named contractor to do the work stated. June 19, 2018 Aut�orized Signature: Owner / Applicant / Contractor / Agent Building Department Copy 1 IlIIII IIIli IIIII IIIII III II IIIII illll IIII IIlI NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO! # /1"'40?TAX FOLIO NO STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to property, and in accordance with Chapter 713, Florida Statutes, the following is provided in this Notice of Commencement. 1. Legal description of property and street/address: 2. Description of improvement: , yN G STATE OF, C:F1-4 2I! r 1uRr=Fv3:3 531 T OR E K .3 i i 11"1 F's 21 2 'iYil•\4 �"'� _�. j4; �. i'i` ~i..!'�`.i �, _. 1. ail r.. C ,ORInA, COU DADE i'TI F ' r 1at thia is coy/ of the �t o coact:>r� r //r ht C-J C above reserved for use of recording office 3. Owner(s) name and address: L- ,LYo 141 S-}- Oweary I 5 hovzS `� L Interest in property: Name and address of fee simple titleholder: 4. Contractor's name, address and phone number: bvii6im y t rn 1 6 W 3 31.3 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: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713,13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: (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 OFTHE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A OTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YO NT D TO BTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR OTICE QF C9MMENCEMENT. Signature(s) of Own (s) �)' Authorized Officer/Director/Partner/Manager Prepared By Prepared By Print Name _ Print Name Title/Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this _ day of_A� I ividually, or ❑ as for ersonally known, or ❑ produced the following type of identification.: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION_92.525, FLORIDA STATil11T & Under penalties of perju clare that I have read the foregoing and that the facts stated in ' are trdp, to the best of my knowledge and belief. Signature(s) of Own r(s) or By mission GG 193011 05/04 2022 Officer/Director/Partner/Manager who signed above: By 123 01-52 PAGE 3 6112 t BUILDING PERMIT APPLICATION Miami Shores Village �^�c��,r R F C D Building Department JUN 12 L"].J 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 79S-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 -M, BUILDING ❑ ELECTRIC &!(ROOFING ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS F-" ((�BC 20 I Master Permit No. V IC C:J _1LP0q Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 12 I6 NF_ to k City: Miami Shores County: Miami Dade Zip: 33k 3� Folio/Parcel#: it - 32ci 5 - d 21 - COW Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): W re TamaVD Phone#: Address: I2�� City: �)110rt S State: I Zip: 33I3 O Tenant/Lessee Name: Phone#: Email CONTRACTOR: Company Name: Address: el L % 5 W City: NAioxti Qualifier Name: Q( State Certification or Registration #: 1 one#: 305 - 6o 1- z*)zo State: I - Zip: 33 3y .) n4 Phone#: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 27� 000 Square/Linear Footage of Work: !tamp, Type of Work: ❑ Addition ❑ Alteration ❑ New pair/Replace ❑ Demolition Description of Work: �— �ins IF to c1�%f� "J 7, 1� Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Permit Fee $ 32S - M Radon Fee $ 3 - Z S Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $ CO/CC $ DBPR $ q - Gv & Notary $ Double Fee $ Bond $ a " a G TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) _ Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address Zip City State Zip. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT, IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $250Q the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature O WNE Kr ENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this _,��J day of M A K 120 (� , by � day of M � Y 120 f � , by 7 n dre- -rQ m'L y,Aho is personally known to W?urf i A✓ tfi2y , who is personally known to me or who has produced as me or who has produced identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: of Ronda C' r * Ate Rousseau Print: S M Eommission^GG 193011 4_ Ds Seal: NOTARY PUBLIC: as **s****s**s*ssss***s****sss*ssss*****sss*#s#*****s*sss*ss*s*s*ssssss*s*s*ssssssss*s*ss*sssssssss*s*sssss**s APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 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: 5 - 3 o d' 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: Property Address: 12 A N f- 101 5+ I" ianrvi 'j kCFfr S f 1 3313 Roofing Permit Number: Dear Building Official: certify that I am not required to retrofit the roof to wall connections of my building because: t/fhe 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 editioy(of the�South Flonoa-Building Code (1994 SFBC) Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this aq, day of M44Y Zo / v •.►r"�y� Notary Public State of Flonda Notary Public, Sate of Florida at Large Jorge Rousseau A-1 Y Expires 05104 2022 • When the just valuation of the structure for purpose of ad the building was not constructed with FBC not 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 6/7/2018 Property Search Application - Miami -Dade County A, APPRAISER OFFICE OF THE PROPERTY Summary Report Property Information Folio: 11-3205-021-0020 Property Address: 1218 NE 101 ST Miami Shores, FL 33138-2609 Owner ANDRE TAMAYO CHELALA & TRACY BURNS JTRS Mailing Address 1218 NE 101 ST MIAMI, FL 33138-2609 PA Primary Zone 1100 SGL FAMILY- 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths I Half 3/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,393 Sq.Ft Lot Size 12,812 Sq.Ft Year Built 1946 Assessment Information Year 2018 2017 2016 Land Value $461,232 $429,202 Building Value 186 $173,350 $173,662 XF Value $23,958 $24,222 $24,486 Market Value $671,654 $658,804 $627,350 Assessed Value $424,565 $415,833 $407,281 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Assessment $247,089 $242,971 $220,069 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,0001 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 8 AMD PB 42-40 N100FT LOT 5 BLK 184 A LOT SIZE IRREGULAR OR 20569-1646 07 2002 1 COC 24752-0536 07 2006 1 Generated On : 6/7/2018 Taxable Value Information 20181 20171 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $374,5651 $365,8331 $357,281 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $399,5651 $390,8331 $382,281 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $374,5651 $365,833 $3571281 Regional Exemption Value $50,000 Taxable Value- $374,565 $50,000 $365,833 $50,000 $357,281 Sales Information Previous Sale Price OR Book -Page Qualification Description 07/01/2006 $890,000 24752-0536 Sales which are qualified 07/01/2002 $420,000 20569-1646 Sales which are qualified 03/01/1988 $130,000 13720-3477 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disciaimer.asp Version Florida Building Code 6th Edition (2017) 1 Aigh-Velocity Hurricane Zone Uniform Permit Application Form Section A General Information) M ` r No. Process No. o is '9 Name gU/L D) A) 6 CJ IV / oI') //y C Add rss Z f o /t/ 1 d rS' /YI 1 %YI /L 3 5 ROOF CATEGORY Low Slope❑ Mechanical Fastened Tile Mortar/Adheslvs Set Tile Mechanically ❑ Asphamc ❑ Metal PaneUShingles ❑ Wood Shingles/Shakes Shingles Are there C E 1 V E D ❑ Prescriptive BURaiA3150 Gas Vent Stacks? Yes❑ No ROOF TYPE • N 1 2018 Type: Nakur a1d LPdJQ • • • ; • ❑ New Roof e-Roofing ❑ Recovering ❑ Repair ;Q;1(aIntenaqce ; • • • ; ROOF SYSTEM INFORMATION ' .... • : "' • • • • • • ...... .. . .... Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (Sjj•.. ; • • • •; 00 .. .... . .. . .. . . 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. "u%:u`an on " ■ `r%■C •`r ' ' a C C CCCCCu` M�� i �■nniw■ C#: %r uu :u� .` ■■:� uCC ■■ ■■��a ■ur ■■� ►�-i':■C�iC�iG■■C■'■C` �" C ■� :�C p C.rir":■i■ :CC■�.■�rLn�■■rC■ `awl G�■_■rii r�i Ifs■'r giii ' CC C �/i� ■ � n u C�� •� ! ■ r ■ u ■ ■ i r ■r i _i0 `C C ■ • noun uuCan inn: uC ii ■ru` :: C� E CC'i C n.c. ��1..,.�, 1 _r�� d � Cp.�■■.CC�■�� u ■rr 0Ca ■■rC CC; �CE . � CC ■■� u� u . C u■ ��C u■•, rC ■ �■ ��C:' i� cc ■.`C C E CC CC' CCC ' CCD',� �Cr ., n�C , ,. C �pp C rrii� C'r' r��i CC� �� u iii ��Ce:�C ■ r ■ '' � '(� "'C ' �C e �C� C'C�C:�.C'►�■CC"■CC: a r�C u . EE■u ""i � " C�i no ■ C � . C . ■ C ■ R r �r `u ■ ■. r r ■.1 aG ■ �,�� EC � rrGiC'�i ■ � C C 1 , `+�'i■ . CC.. C� C ■fir ■�` C�C ■ ■ C■ i ii i nCi C Cu �*■i� CC u ■' r iq � � ■ it CC ■ ■C. �� C ■ `E C �rFir '■ C: ■r .Ca C ■ ■ ■ C i �C ri r C 123 01-48 1/18 PAGE 2 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: ..... ••••• ..... Roof System Required Sections of the Attachments Required Permit Application Form See List Below L�aruSlope Application A,B,C 1,2,3,4,5,6,7 PI'l�'SCriptide BUR-RAS 150 A,B,C 4,5,6,7 Asphaltic $pjr<gles A,B,D 1,2,4,5,ti,7 Fomete prtf tay Tile A,B,D,E 1.2.3.4.5,6,7 I4etaL Ro A,B,D 1,2,3,4,5,6,7 jNpod Shingles and A,B,D 1,2,4,5,6,7 Sttdkes 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. Munlci al Permit Application 6. Owners Notification for Roofing Considerations Re -Roofing On 7. An Required Roof Testing/Calculation Documentation F 123 01-48 1/18 PAGE 1 . . .... ...... ...... .. . ...... A .... . ..... 7 s 1Y' df' J" / w i � -L3 �� q T o Pe N 4— lqi! Tile Roof System • MIAMFI]u4DE EZ Miami -Dade County HVHZ Electronic Roof Permit Form Section D Tile Roof System "Delivering Excellence Every Day" Roof System Manufacturer. I ENTEGRA ROOF TILE LLC Notice of Acceptance Number (NOA): 14-0416.12 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1: -39.1 P 2: -68.1 P 3: -100.7 Maximum Design Wind Pressures, (From the NOA Specific system): 29.3 psf Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box. Roof Slope: 712" Roof Mean Height: 14 ft. Method of Tile Attachment: 1--Adhesive, 2 Small Paddy Polyfoam Polypro— Alternate Method of Tile Attachment per NOA: n/a Drip Edge Size & Gauge: —3" face 26 ga.— Drip Edge Material Type: r-Galvinized Metal — • Deck Type: —5/8" PlyVod ' • • • • • • • . ...... .. . ...... Optional insulation: • • • •••••• NA .... . ..... Optional Nailable Substr t . • • • • • • • • • • NA • . . . . ...... Optional Nailable Substrat tta ment: • • • • • • NA • Basesheet Type: ASTM FELT D226 30# Fastener Type for Basesheet Attachment: 1-1/4 rs nail & tin cap 1-5/8" 6"oc @lap 12"oc Tile Underlayment (Cap Sheet) Type: / T17,-T - ri,o er Tile Underlayment Attachment Method: HOT MOP ASPHALT Drip Edge Fastener Type: 1-1/4" RS NAIL 4" OC Tile Profile: GALENA SPANISH "S" CONCRETE TILE Hook Strip/Cleat gauge or weight: — Select Hook Strip — Section E Mlar�iFclo►oE "Delivering Excellence Ever)' Day" Miami -Dade County HVHZ Electronic Roof Permit Form Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems, use Method 1. Compare the values for Mr with the values from ME If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the file attachment method is acceptable. P 1: -39.1 x X0.235 = 9.1139 _ Mg: 6.03 = Mr1: EEg 29.3 NOA Mf P 2: -68.1 x 0.235 = 16.00 _ Mg; 6.03 = M2; 9.97 5 29.3 NOA Mf P 3: -100.7 x 0.235 = 23.67 _ Mg; 6.03 = Mr3: 17.64 < 29.3 NOA Mf • • • • • • . . .... ...... Method 3 "Uplift Based Tile Calculations Per RAS 127" • ...... .. . ...... For Uplift based file systems use Method 3. Compare the values for F' with the values for Fr. If the F values are greater #Vp or equajto tht3Fr valueg,18r•' ; each area of the roof, then the the attachment method is acceptable. •0000 • • • • • • • ee P1: =x I: x w: W. x cos B: Fr1: N A F' 60 P2:=x1:===xw:===-W=== xcos9:F_1=Fr2:�5 NOA•F' �••••� P3:=xl:===xw:===-W:=== xcose:�=Ft'3: s abA'i' . • Where to Obtain Information to complete the calculations Description Symbol Where to Find Design Pressure P1 or P2 or P3 Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope 9 Job Site Aerodynamic Multiplier 7l Product Approval (NOA) Restoring Moment due to Gravity Mg Product Approval (NOA) Attachment Resistance Mf Product Approval (NOA) Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' Product Approval (NOA) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval (NOA) Tile Dimensions I — length w = width Product Approval (NOA) MIAMI-DADE COUNTY MIAMEI�ADE PRODUCT' CONTROL SECTION " 11805 S W 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) ++++�+.miamidaae.mi+lcronnm� Entegra Roof Tile, LLC 1289 NE 9"' Ave Okeechobee, FL. 34972 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product C44rpjSectiog..... (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) re!%"d tae right.tp.bave this .' product or material tested for quality assurance purposes. If this product or material fails.W pt rForm Ctbg accepted...:. manner, the manufacturer will incur the, expense of such testing and the AHJ may immsdWWV revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to.revoke this aceeptanc4 • if it is determined by Miami -Dade County Product Control Section that this product or material faiVto meet the..•s requirements of the applicable building code. ...... .. ..:..' This product is approved as described herein, and has been designed to comply with irie OMorida guilaing Code o * • : including the High Velocity Hurricane Zone of the Florida Building Code. : • . . . . ...... DESCRIPTION: Galena Spanish "S" 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 and revises NOA 10-0518.04 and consists of pages 1 through 6. The submitted documentation was reviewed by Juan E. Collao, R.A. NOA No.: 14-0416.12 Expiration Date: 11/18/19 Approval Date: 11/27/14 Pagel of 6 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a roofing system using Galena Spanish 'IS" Concrete Roof Tile, as manufactured by Entegra Roof Tile, LLC as described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code for High Velocity Hurricane Zone. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION •ss• Manufactured by . .... ...... Test • I;rluct • Applicant Dimensions Snecifications ilesctiption."" ' Galena Spanish'S' Roof L = 17" ...... .. . •...•• TAS 112 High profile,,jgt*jlp*king, one piece, "S; . Tile W = 10" shaped, concrete jgof tile eAuipi4ed with. H = 2.7" two nail hole3'..F.prirect V9 of Thickness: ''/2" battened nail esio awrtar or adhesive set ..:.. • applications... .. . .. ...... Trim Pieces L = varies TAS 112 Accessory trim, concrete ro nf.piFies for* • • • • W = varies use at hips, r#es,.04ges and valley ; • Varying thickness � � •; terminations. Manufactured fVVch tilt • profile. • • • 2.1. MANUFACTURING LOCATION 1. Okeechobee, FL 2.2. EVIDENCE SUBMITTED Test Aeency Test Identifier Test Name/Report Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix 1I1 PA 102 & PA 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix 11 PA 108 (Nail -On) Redland Technologies P0647-01 Wind Tunnel Testing Aug. 1994 PA 108 (Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. PA 101 (Mortar Set) The Center for Applied 94-083 Static Uplift Testing April 1994 Engineering, Inc. PA 101 (Adhesive Set) NOA No.: 14-0416.12 Expiration Date: 11/18/19 Approval Date: 11/27/14 Page 2 of 6 Test Aaencv Test Identifier Test Name/Report Date The Center for Applied 25-7183-4 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 (2 Quik-Drive Screws, Direct Deck) The Center for Applied 25-7214-3 Static Uplift Testing March, 1995 Engineering, Inc. PA 102 (1 Quik-Drive Screw, Direct Deck) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 PA 108 (Nail -On) The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC-78 PA 100 Nutting Engineering 13343.1 Physical Properties June 2007 TAS 112 Celotex Corporation Testing 520111-3 Static Uplift Testing Desa1998 Service 520191-2-1 PA 101 . • Uwcb*1999 .•.••. Walker Engineering, Inc. Calculations Two Patty Adhesive Set 93arn: Apaii,1999 •o Walker Engineering, Inc. Evaluation Calculations 25-7094 • • • • • • FebNiar; 1996• • • •: • Walker Engineering, Inc. Evaluation Calculations 25-7496 • • • : • • Aph 11996 • • Walker Engineering, Inc.. Evaluation Calculations 25-7584 • • • • Dg�eatgr 199& • 0 • 25-7804b-8 •••• • ••••• 25-7804-4 & 5 ••;••; ;•• •� •••••• 25-7848-6 •' Walker Engineering, Inc. Evaluation Calculations 25-7183 ;";'; March 1995 '• Walker Engineering, Inc. Evaluation Calculations Restoring Moment Due to t3ravit3 :0944109 • • Walker Engineering, Inc. Calculations Aerodynamic Multiplied 09/14 /09 • • • • American Test Lab of South RT0624.04-14 TAS 112 •07%b7714 Florida 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 Miami -Dade Product Control office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 14-0416.12 Expiration Date: 11/18/19 Approval Date: 11/27/14 Page 3 of 6 4. INSTALLATION 4.1 Galena Spanish "S" 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) 1 Length-1(ft) 1 Width-w (ft) Galena Spanish 'S' Roof Tile 8.5 1.42 0.833 Table 2: Aerodynamic Multipliers - A, (ft) Tile X (fe) Profile Direct Deck Application * 0 0 0 Galena S anish 'S' Roof Tile 0.235 ...... .. . . Table 3: Restoring Moments due to Gravity - M9 (ft-lbf)• • • • Tile Profile 2"•12" 318•12" VAT'5"•12" 6"• I,�`r••• �'� 1200or • •••• rester • Galena Direct Direct Direct Direct Direot: • •; ; Djrer,X • Spanish Deck Deck Deck Deck Deek • • • Deck • 'S' Roof Tile 6.20 6.13 6.03 5.89 • • • • •: 5.7;1 5.0 Table 4: Attachment Resistance Expressed as a Moment - Mr ( - bf) • for Mechanically Attached Systems Tile Fastener Type Direct Deck Direct Deck Profile min 16132" plywood) min. 19132" plywood) Galena 2-10d Ring Shank Nails 28.6 41.2 Spanish 'S' 1-10d Smooth or Screw Roof Tile Shank Nail 2 5.1 6.8 2-10d Smooth or Screw Shank Nails 6.9 9.2 1 #8 Screw 20.7 20.7 2 #8 Screw 43.2 43.2 1-10d Smooth or Screw Shank Nail Field Cli 2 23.1 23.1 1-10d Smooth or Screw Shank Nail Eave Cli 29 3 29.3 2-10d Smooth or Screw Shank Nails Field Clip) 27.6 27.6 2-10d Smooth or Screw Shank Nails Eave Clip) 38.1 38.1 2-10d Ring Shank Nails 33.1 48.1 1 Installation with a 4" the headlap and fasteners are located a min. of 2 W from head of tile. 2 When using only one fastener use the hole that is approximately 4 %" away from Interlocking edge. MIAMWADE COUNTY NOA No.: 14-0416.12 Expiration Date: 11/18/19 Approval Date: 11/27/14 Page 4 of 6 Table 5: Attachment Resistance Expressed as a Moment Mr (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Galena Spanish 'S' Roof Tile Adhesive 29.34 3 See manufacturer's component approval for installation requirements. 4 The Dow Chemical Company TileBond Average weight per patty 10.7 grams. 3M_ 2-Component Foam Roof Tile Adhesive AH-160, average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mr (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Galena Spanish 'S' Roof 3M' 2-Component Foam Roof Tile Adhesive AH-160 66.5•'• • • . Tile 3M2-Component Foam Roof Tile Adhesive AH-160 •.. • 38.7:... 5 Large paddy placement of 63 grams of 3M_ 2-Component Foam Roof Tile Adhesive AH-160. • • • • • • • • • 6 Medium paddy placement of 27 grams of 3M_ 2-Component Foam Roof Tile Adhesive AH-160. Table 7: Attachment Resistance Expressed as a Moment - Mr(R 14Q. • for Mortar or Adhesive Set Systems 60,1066• Tile Profile Tile Application MiWnwm Attachment ; 6Resist • Galena Spanish 'S' Roof Tile Mortar Set • • • • ; 24.5 .. . 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below or following statement: "Miami -Dade County Product Control Approved". OR 6_�_ ` v��7ENTERRR GALENA SPANISH "S" CONCRETE ROOF TILE LABEL (LOCATED ON UNDERSIDE OF TILE) NOA No.: 14-0416.12 Expiration Date: 11/18/19 Approval Date: 11/27/14 Page 5 of 6 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 Building Official or Applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS GALENA SPANISH "S" CONCRETE ROOF TILE END OF THIS ACCEPTANCE MU1MWiADE COUNTY NOA No.: 14-0416.12 . , Expiration Date: I1/18/19 Approval Date: 11/27/14 Page 6 of 6 MfAM1 DAMDEf 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) w•ww.miamidade.sov/economy ICP Adhesives and Sealants, Inc. 12505 NW 44a' Street Coral Springs, FL. 33065 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product • • or material tested for quality assurance purposes. If this product or material fails to perform j%the acceptg0.Wnner, the • • manufacturer will incur the expense of such testing and the AHJ may immediately revoke• p1q jify, or stspbn4 the usg• •; • of such product or material within their jurisdiction. RER reserves the right to rev" ibis acceptance, if it .is determined by Miami -Dade County Product Control Section that this product or material faiL%to,meet the recViiremerV .... . • of the applicable building code. 0 • • ..... This product is approved as described herein, and has been designed to comply with:tire:�trida 31uilctixg Coae:0.• including the High Velocity Hurricane Zone of the Florida Building Code. • . . . . ...... DESCRIPTION: ICP Adhesives Polyset® 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, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 17-0322.03 APPMIAMI•DAROVED TY'Ali Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1of11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP Adhesives Polyset® AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description.... Specifications . . •....' ...... ICP Adhesives N/A TAS 101 Two component pol*uretiiane feana adhesive •. Polyset®AH-160 u.: 9 0 0& • • i• 6 0• ...... • • ICP Adhesives Foam N/A Dispensing Equipment ... : 0 0 0 • Dispenser RTF1000 .... • • . ..... .... .. . ICP Adhesives ProPack® N/A Dispensing Equipmen. .....t • • .. .. . .. ...... 30 & 100 . . . . ...... PRODUCTS MANUFACTURED BY OTHERS: • • • • • • • • Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset® AH-160 roof the adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6 lbs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -400 F., 2 weeks +6.0% Volume Change @I58°F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Asency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94-060 257818-1 PA 25-7438-3 25-7438-4 25-7438-7 25-7492 NB-589-631 9637-92 01-6743-011 01-6739-062b[l] 7050.02.96-1 P36700.04.12 P39740.02.12 528454-2-1 528454-9-1 528454-10-1 520109-1 520109-2 520109-3 520109-6 520109-7 520191-1 520109-2-1 Test Name/Renort TAS 101 TAS 101 SSTD 11-93 SSTD 11-93 SSTD 11-93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 • • • TAS 114 •••;•• ASTM D 1623 .... TAS 101 '....' TAS 123 ...... TAS 101 •••••• TAS 101 •"� ' TAS 101 Date 04/08/94 12/16/96 10/25/95 11 /02/95 12/12/95 02/01 /94 04/30/93 1.1111 9%§4 01%16%95 .... 01446 QAII8/12 COVA2 V. 10/23/98 127209 •• • 03/02/99 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset® AH-160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof the adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 17-0322.03 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 RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTFI000 dispensing equipment is requited befdte 6Vp}icatioil..... of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintaimj between 1.0-1. IS (A): 1.0 (B). • ...... .. . ...... 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser•I TF7000 or ICP :....: 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 I to 2 minu%s aVer ICP Adhesives • • • •: Polyset® AH-160 has been dispensed. • • • • . . . ...... 9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in accordance witli e • 'Placement Details' herein. Each generic tile profile requires the specific placement noted*hetein. • • • • • NOA No.: 17-0322.03 MIAM14= COUN7Y 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 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap 0000 Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal: 7 grarmeM bead •• edge) 20-25 sq. inches each • • • • bead . .... Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches • ! •34 gran:% gpf%r pan • .... . ..... ...... .. . ..... •• •• •• •••••• LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable inarL';g of tiv • • • • • manufacturer's name or logo and following statement: "Miami -Dade County Product ControtApptgved" • •: • Cr the Miami-.*.... Dade County Product Control Sea] as shown below. • • • • • BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 Nall throualtplasthcarnant _paddyl6•nashUimp b t*nroqulradl, 11 loll X riAr.OensOph071a1 yr �\�� y-•.•4•�. _� ''� EavtColl"O' j .s'" ° it :-=;.,r.i�' �_ �'- /_`..r•'�:-' r-'' ✓J2�.'-ice. Nall through plastic cement. When regldred j 11 Nally i84"Niah WWI tt"trWrlayleuel[ it � . `v yid •�`�.� F _ ' +. r01n.x �.• 5 21Rwld*- Ballensoptlonal Ir 10 yo Ciosute EawaCourse - - l'`•�� fasci• N.il *-nl!A pl••ele ur i!• tiwhan rrquirso �% �-•- • pAddr larnmeth Mal UndieliyMRit s�o`�� '- _ �� lain N Ea�+rtoursr--41Weephole Fascia lain, tin. ' `V •�' y` Eareclosure Drip edge - APPROVED J Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2)— 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. • • •••• •••••• Medium Profile / Doubled 7'jle ....;. • 1. Starting at the eave coursal ap ly a rainimum 2 • - (50.8 mm) x 10" (254 rAn* is f" (2540mmj foam • • • • • paddy onto the underlaymepositione j as�shown, • o • o • rlb under the pan portion of thertile closest tathe • • • • • • overlock of the tile beiigS14! • 0 • • • • • •••••• 2. Continue in same mann&r. Itrsure approximately IV• • • - (109.7 cm') — 23 (148.4 cm2) square +r c%ae dhesiv• 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 underlayment positioned as shown under the pan portion of the the 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 Kill through piruiet•m■nt p•ddK18p1sp•lh7.ldl (when required), rj�y K, t Ondorlaymam z J{' BattwfcaipGona) ,�- �=— UwCourso. — da Ewt-Ousure-___� through plastic cement Battens optional Fait- Flat/Low Profile Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm') — 23 (148.4 cm') square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock ibf tl%tile being set. •••• •••••• 3. Continue in same manner.'Ifil3Pe approxHately 10" • • • • • • (64.5 cm) - 12 (77.4 cm) square inch adhesive • • • • • • contact with the undersides M tile. : • • •: • • •... . ..... •••••• •• • ••••• . .• • .. ...•.. Medium Profile / Double P4 Tits e e • • • • •••••• l . Starting at the eave coursep apply a minnnum 2" (50.9 mm) x 10" (254 mm) x 1"•(104 irim) foam paddy � • • • • onto the underlayment positioned as showri udder the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cmz) — 23 (148.4 cm') square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8min) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the the closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm') square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Nap through plastic ccptnt . (whenrequlred) ,f , p ddxlB.K*kthTile? ttpd•rl�ym nR �� `��•�' Battensoptlonal Y Brave Cvu+se =„yT �j/ 'SA fsYcin }xf ph 1 n. Enire tlasar! 0itt`2en.lrDrip edge High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cmZ) — 23 (148.4 cm') square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under tbgpan portion of the the closest tg the gverlocil pf lbetile ...... being set. .. .... ...... .. . ...... 3. Continue in same manner. 4n m eapproximately 17" • • • • (109.7 cmZ) - 19 (122.6 cno square inch Nb;jive • contact with the underside df'the tile. ' • • • • ...... .. . ..... .. .. . .. ...... . . . . ...... NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8of11 ADHESIVE PLACEMENT DETAIL ## 3 mail Uvoughplastic cement Paddy(between tiles) (when requiredl Battens optional " Paddy lundertile) single paddy y Y on top of tile x41nq _. undertii smglepaddy onundedayment 2x4in. -' s� cta —Eave Closure FlattLow Profile Tile Nail through plastic cement Single paddy under tile Iwhen required) Paddy (between tiles) Battens Paddy [under Mel optional • single paddy or,tap oftla , `f4z41n. 2x4in.'�.�� 7. 5mgglepaddyon undertaymeut - - t0' ._ 21n. Eave Closure Eave Course Fasda Medium Profile Tile 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x I" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 in' (109.7-148.4 cm') of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) : 4" Q 01.6 run*l : * �' (25.4 • � • • • mm) foam paddy onto they �Iftdgrlayme�tItIst below • the second course line ppj4 Wd foa%28dcty .... ; under the strengtheningr"UXat tile, ol;under the pan portion of the tile, closelitto the underlock for: the second course the to U%imTalled.:l'nsure ..... approximately 8-9 in' (5.1g6-,6&1 cml of adhesive* .: • • • contact with the undersideofthe tile.• • • • • • • • • • . . . . ...... (Instructions continued on nIxt pilge) ' NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Nallthroughplasdcce Singie paddy under dle Iwhen required) Paddy ibetween dies) Battens optional Paddy[undert)lel FS°�giepaddy eO amen 4 x 41n. V�'• Single 2 x 4 in. paddyy on tap f `•` Eave Course Fascia Weephole loin. 2 in. Eave dosure Drip edge High ProtileT)le 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x W (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cmZ) - 11 (71cm') square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cmZ) - 9 (58.1 cmZ) square inch adhesive contact with the underside of the the at the head of the tile. Continue in same manner. • • •••• •••••• •• • •••• • •••••• •• • •••••• • •••• • • • • . ••••% •••• • ••••• •••••• •• • ••••• • • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 1) Place enough adhesive to achieve 65 to 70 sq. in contact with the pan tile. 2)Tum covers upside down. Place adhesive In to 1 In.from outside edge of covertile. Then install the tile. Ensure 20 to 25sq.In,cantedarea. IUnderlayment Eave closure (motor showni Fascia ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Steep Remove top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at save 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 has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cmZ) — 70 (451.6 cm') .. square inch adhesive contact with *tOeeunderside ... eeeeee of the pan tile. • a.eeea ae • a.eeee 3. Turn covers upside dpwavWosing theeunderside of the tile. Apply a mindluum 1" (25.4 man) x 11"' • • •: (254 mm) bead of adhesive, airectl; on tale inneie e e e edge of each side of the cover tile. Deave so*** approximately 3/4" (14mnj to 1" f25.44m) • • • • • • from the outside edge;OPt tile, inward, free of • • foam to allow for exp9nsion' ; e e e;. " • •' • a 4. Turn cover tile over after foam is of iA end • place onto pan tile course. Insure a minimum of 20 (129 cm2) - 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 nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 it 1 1 1 1 Section C (Low Slope Application) 1 Fill in specific roof assembly components and identify 1 manufacturer 1 (If a component is not used, Identtfy'as "NA") 1 System Manufacturer. GAF 1 Product Approval No.: 15-1020.01 1 Design Wind Pressures, From RAS 128 or Calculations: P 1: —42.8 P2: —71.7 P3: —108.0 Max. Design Pressure, from the specific product approval system: -szs Deck: Tvoe- PLYWOOD 5/8" n Gauge/Thickness: 5/8 Slope: 0.25-12rr Anchor/Base Sheet & No. of Ply(s): GAF GLASSBASE 75# Anchor/Base Sheet Fastener/Bonding Material: 1 1-1/4" IRS NAIL AND TIN CAP 1-5/8' 1 1 Insulation Base Layer:TAPERED ISO 1 1 Base Insulation Size and Thickness: 1 " 4'X4' 1 Base Insulation Fastener/Bonding Material: HOT MOP ASPHALT ' Top Insulation Layer: NA Top Insulation Size and Thickness: NA 1 1 Top Insulation Fastener/Bonding Material: 1 Base Sheet(s) & No. of Ply(s): GAF STRATAVENT PERFORATED 1 Base Sheet Fastener/Bonding Material: 1 LAID LOOSE 1 GAF RUBEROID 20 (1) 1 Ply Sheet(s) & No. of Ply(s): 1 Ply Sheet Fastener/Bonding Material: 1 HOT MOP ASPHALT 1 Top Ply: GAF MINERAL CAP SHEET 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Top Ply Fastener/Bonding Material: HOT MOP ASPHALT Surfacing: GRANULES Fastener Spacing for Anchor/Base Sheet Attachment: Field: 9 " oc @ Lap, # Rows 2 @ 9 " oc Perimeter. 6 -cc @ Lap, # Rows q @ 6 " oc Comer: 6 " oc @ Lap, # Rows 4 @ 6 " oc •••• Number of Fasteners Per Insulation Boaed: • • • • • • NA NANA •••• Field Perimeter ::'* NO"er • � • • Illustrate Components Noted and Details" WA **cable: Woodblocking, Gutter, Edge Terminattop,Wftng, Flalt�JQg Continuous Cleat, Cant Strip, Base Flashiay,"unterflashing, Coping, Etc. 000900 • • • Indicate: Mean Roof Height, Parapet HjIgMt, Vbight ofe.B85g. • Flashing, Component Material, Material Thickness, Fastener Type; Fastener Spacing or Submit ManVCtlfre@*s Details that Comply with RAS 111 and Chapter 16. ' ' ;.. •;. S 0" e! /v I Parapet jont?R) i5 Height I 1'j i,t,lir � �) eY Mean Roof Height TGFU.R1306 - Roofing Systems Page 4 of 48 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polylsocyanurate or urethane or perlite/polylsocyanurate composite or perlite/urethane composite or wood fiber/polylsocyanurate composite or phenolic, 2-In. maximum. Ply Sheet: — Two or more plies Type GI "GAFGLAS@ Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri-Ply@ Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-Ply@ BUR Granule Cap Sheet" or "GAFGLAS@ EnergyCap'" Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 11. Deck: NC Incline: 2 Base Sheet: — One ply Type G2 "GAFGLASO #75 Base Sheet" or "Tri-Ply@ #75 Base Sheet" or "GAFGLASO #80 Ultima'" Base Sheet" or "GAFGIAS@ Stratavent@ Nallable Venting Base Sheet" or "GAFGLAS@ Stratavent@ Perforated Venting Base Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet: — One or more plies Type G1 "GAFGIAS@ Ply 4" or'Tri-Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6" or'rri-Ply@ Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-Ply@ BUR Granule Cap Sheet" or "GAFGLAS@ EnergyCap'" Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 12. Deck: C-15/32 Incline: 1 Barrier Board (Optional): — One or more layers minimum 1/4-In. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeckO Prime Roofboard" or "DensDeck@ DuraGuard"' Roofboard" or minimum 1/4-In. thick United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX). Insulation: — One or more layers perlite or glass fiber or polylsocyanurate or urethane or perlite/polylsocyanurate composite or perlite/urethane composite or phenolic, 1-in. minimum (insulation joints offset a minimum of 6-In. from plywood deck joints). Base Sheet: — One or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri-Ply@ Ultra -Flexible Ply 6" or Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri-Ply@ *75 Base Sheet" or "GAFGLAS@ #80 Ultima'" Base Sheet" or "GAFGLASO Stratavent@ Nallable Venting Base Sheet" or "GAFGLAS@ Stratavent@ Perforated Venting Base Sheet" or Type G3 "GAFGLAS® &Moral Surfaced Cap Sheet" or'Tri-PlyO BUR Granule Cap Sheet", mechanically fastened or fully adhered with hot roofing asphalt • • Membrane: — One or more piles "RUBEROID@ Torch Smooth" or "Tri-Ply@ APP Smooth" or "Tri-Ply@ APP ;ranW!".pr "RUBEIT(TIM Torch Granule" or "RUBEROID@ Torch 180", torch applied or "RUBEROID@ Mop Smooth" or "RUBEROID@ Mop6moath 1.5" ore • • • "RUBEROID@ Mop Plus Smooth" or "RUBEROID@ Mop Granule" or "Intec Flex PRF" or "Tri-Ply@ SBS Granulg i luft ldhered a�h Mot: roofing asphalt. • Cap Sheet: — Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or "Tri-Ply@ BUR Granule Cap Sheet" or 'CAlil"S@ EnergyCalrl" Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. • • • • • • 13. Deck, C-15/32 Incline: 1 Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDetk@ Roofboartl"' er • "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuard'" Roofboard" or minimum 1/4-In. thick United St•aLhS Wsum Co.' "SECUROCKO Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX). • • • • • • • Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polylsocyanurate or urohan@ of • perlite/polylsocyanurate composite or perlite/urethane composite or wood fiber/polylsocyanurate composite or phenolic, any r}:iC QeL Base Sheet: — Two or more plies Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri-Ply@ #75 Base Sheet" or GAFGL91.S@ #80 tlitima'" Base Sheet" or "GAFGLAS@.Stratavent@ Nallable Venting Base Sheet" or "GAFGLAS@ Stratavent@ Perforated WAntiog Base SWV pr Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-Ply@ BUR Granule Cap Sheet", mechanically fastened or fully adhe•d with Mot roofing asphalt. • • • Ply Sheet (Optional): — One or more plies Type GI. "GAFGLAS@ Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLAS@ Ply Flex 6" or "Tri-Ply@ Ultra - Flexible Ply 6", fully adhered with hot roofing asphalt. Membrane: — One or more plies "RUBEROID@ Torch Smooth" or "Tri-Ply@ APP Smooth" or 'Tri-Ply@ APP Granule" or "RUBEROID@ Torch Granule" or "RUSEROID@ Torch 180", torch applied or "RUBEROID@ Mop Smooth" or"RUBEROID@ Mop Smooth 1.5" or "RUBEROIDO Mop Plus Smooth" or "RUBEROID@ Mop Granule" or "Intec Flex PRF" or "Tri-Ply@ SBS Granule", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or'Trl-Ply@ BUR Granule Cap Sheet" or "GAFGLAS@ EnergyCap"" Mineral -Surfaced Cap Sheet", fully adhered with hot roonng asphalt. 14. Deck: C-15/32 Incline: 2 Barrier Board (Optional): — OOne or more layers minimum 1/4-In. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuard'" Roofboard" or minimum 1/4-In. thick United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX). Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polylsocyanurate or perite/polylsocyanurate composite or wood fiber/polylsocyanurate composite any thickness mechanically or adhered with hot roofing asphalt Base Sheet: — One ply "GAFGLAS@ Stratavent@ Perforated Venting Base Sheet" or Type G2 "GAFGLAS@ #75 Base Sheet"or "Tri-Ply@ #75 Base Sheet" or "GAFGLAS@ *80 Ultlma— Base Sheet" or "GAFGLAS@ Stratavent@ Nallable Venting Base Sheet" or "GAFGLAS@ Stratavent@ Perforated Venting Base Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet — Two or more plies Type GI "GAFGLAS@ Ply 4" or -rri-Ply@ Ply 4" or "GAFGLASO Ply Flex 6" or "Fri -Ply@ Ultra-Flexlble Ply 6" or "RUBEROiDO Mop Smooth" or "RUBEROIDO Mop Smooth 1.5" or "RUBEROID@ Mop Plus Smooth", "Ruberold@ 20 Plus Smooth" or "RUBEROID@ 20 Smooth", fully adhered with hot roofing asphalt. Membrane: — Type G3'Trl-Ply@ BUR Granule Cap Sheet" or "GAFGLASO Mineral Surfaced Cap Sheet" or "GAFGLAS@ EnergyCap'" Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 15. Deck: C-15/32 Incline: 1 Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polylsocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified Insulation adhesive. Barrier Board: — Minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuard- Roofboard" or minimum 1/4-in. thick Untied States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified Insulation adhesive with butt joints in the barrier board products staggered a minimum of 6-in. from plywood deck joints. Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or'Tri-Ply #75 Base Sheet" or "GAFGLAS@ #80 Ultima'" Base Sheet", mechanically fastened. Ply Sheet: — One or two plies Type G1 "GAFGLAS@ Ply 4" or "Tri-Ply 4" or "GAFGLAS@ Flex Ply 6" or Type G2 "GAFGLAS@ #75 Base Sheet" or'Tri-Ply #75 Base Sheet" or "GAFGLAS@ #80 Ultima'" Base Sheet", fully adhered with hot roofing asphalt. http://database.ul.com/cgi-binIXYVItemplateALISEXT/1 FRAMElshowpage.html?name=T... 3/22/2018 MIAMFDADE nnANn-DADS CouNrY • PRODUCT CONTROL SECTION 11905 SW 26 Strect, Room 208 DEPARTIIIENT OF REGULATORY AND ECONONIIC RESOURCES (RER) Miami, I•lorida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (796) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economnv GAF 1 Campus Drive Parsippany, NJ 07054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having.lurisdiction (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 jliiS product of • . material fails to perform in the accepted manner, the manufacturer will incur the expenWegf spph testiTig. • and the AHJ may immediately revoke, modify, or suspend the use of such product or ntgtf,0:LVithin their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by.Wgmi-Dade County Product Control Section that this product or material fails to meet the requirenndAU%gC he ;""' applicable building code. ...... .. This product is approved as described herein, and has been designed to comply with the Tloiiga Building " Code including the High Velocity Hurricane Zone of the Florida Building Code. :":': DESCRIPTION: GAF Ruberoid"Modified Bitumen Roof System for Wood Deck. .•. • .. . .. • 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. I f 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. 14-1030.02 and consists of pages I through 67. The submitted documentation was reviewed by Joree I... Acehn. MIAMFOADE COUNTY NOA No.: 1.5-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/18 i,age 1 or67 APPROVED ASSEMBLIES Membrane Type: SBS Deck Type 11: Wood, Insulated Deck Description: Min. 19/32" or greater plywood or wood plank secured 6 in. o.c. with 8d ring shank nails to supports spaced 24 in. o.c. max. System Type A(1): All insulation layers are adhered to a mechanically attached anchor sheet. Membrane is subsequently fully adhered to insulation. All General and System Limitations shall apply. Fire Barrier: FireOut"' Fire Barrier Coating, VersaShield' Fire -Resistant Roof Deck Protection (optional) or or VersaShield'' Solo"Fire-Resistant Slip Sheet. Anchor sheet: GAFGLASO 480 Ultima" Base Sheet, GAFGLAS' Stratavent'" Nailable Venting Base Sheet, Ruberoid'w 20 Smooth, Ruberoid'" HW Smooth or Ruberoid" HW 25 Smooth base sheet mechanically fastened to deck as described below. • • • • • • Fastening GAFGLAS*' Ply 4, Tri-Ply ' Ply 4 Ply Sheet. GAFGLAS"' Flexl`ly"'• 0 Option #1: • • • • GAFGLASI #75 Base Sheet, Tri-Ply'" #75 Base Sheet or any oC4hW pnchot'.. • ; sheets attached to deck with approved annular ring shank nails W14 U rpips at a fastener spacing of 9" o.c. at the lap staggered and in two rows 1?.;a C, in the. field. •••••• (Maximum Design Pressttre —45 psf. See Genera/ Linti'kdlatt 470.... .. Fastening GAFGLASifd Ply 4, Tri-Ply' Ply 4 Ply Sheet, GAFGLAS* Flexily • •6• • • Option #2: GAFGLASI #75 Base Sheet, Tri-Ply'"' #75 Base Sheet or any ol"• Me elnchor sheets attached to deck with Drill -Tee'" # 12 Fastener, Drill-Tec A' # 14.1astenes 6f • • • Drill-Tec" XHD Fastener and Drill-Tec"' 3" Steel Plate, Drill-_�ek" •A jcuTrac'.'. Flat Plate or Drill-Tec'" AccuTrac`e Recessed Plate installed 12" o.c. in 3 row?..*.* One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the Geld of the sheet. (Maximum Design Pressure —45 p. f. Secs General Limitation #7) Fastening GAFGLAS*' FlexPly'" 6, GAFGLAS" #75 Base Sheet, Tri-Ply'` #75 Base Sheet or Option #3: any of above anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" ox. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maxiutunt Desigit Pressure —52.S psf. See General Limitation #7) Fastening GAFGLAS"' #80 Ultima'" Base Sheet, Ruberoidw 20 Smooth, Ruberoid"Mop Option #4: Smooth base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maritnnm Design Pressure —60 psf. See General Limitation #7) Fastening GAFGLASI #75 Base Sheet, Tri-Ply* #75 Base Sheet or any of above anchor Option #5: sheets attached to deck with Drill-Tec"' 1/12 Fastener, Drill-Tec"' #14 Fastener or Drill -Tee" XHD Fastener and Drill-Tec'" 3" Steel Plate, Drill-Tec" AccuTrac* Flat Plate or Drill-Tec`" AccuTrac01 Recessed Plate installed 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the Geld of the sheet. (Marinutm Design Pressure-60 psf. See General Limitation #7) MIAM101ADE COUNTY "' • lllilillllllllllr N OA No.: 15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/t8 Page 9 of 67 Fastening Any of above anchor sheets attached to deck approved annular ring shank nails Option #6: and 3" inverted Drill-Tec" insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maxintunt Design Pressure —60 psf. See Cenral Limitation #7) Fastening GA.FGLAS' #75 Base Sheet, Tri-Ply" #75 Base Shect or any of above anchor Option #7: sheets attached to deck with Drill-Tec" 1112 Fastener, Drill-Tec"' 1114 Fastener or Drill-Tec'" XHD Fastener and Drill-Tec" 3" Steel Plate, Drill-Tec"' Accu'l'rac' Flat Plate or Drill-Tec"' AccuTraO Recessed Plate installed 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf. See General Lindfution #7) One or more layers of any of the following insulations Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft' EnergyGuard"" Polyiso Insulation, EnergyGuard"' Polyiso RA Insulation, .... EnergyGuardf' Polyiso RN Insulation, EnergyGuard"' RA Composite Polyiso Insulation • 0000 • Minimum 1" thick N/A • • • N/A • • • • Structodek'" High .Density Fiber Board, EnergyGuard"' Perlite Recover Board • • •; • • • Minimum''/:"thick N/A ••.. N/A. EnergyGuard"' Perlite Roof Insulation "" • Minimum %" thick N/A N/A:*. .. .. . .. Note: All insulation shall be adhered to the anchor sheet in full mopping of apprcweilebat asphalt • within the EVT range and at a rate of 20-40 lbs./100 ft'. Please refer to Roofing Arpplica;ion • • Standard RAS 117 for insulation attachment. Insulation listed as base layer only Shall The used• only as base layers with a second layer of approved top layer insulation installed astfie final • • • membrane substrate. Composite insulation panels maybe used as a top layer placed with the • • • polyisocya nu rate side facing down. GAF requires either a ply of GAFGLAS'"' Stratavenf;' Perforated Venting Base Sheet laid dry or a layer of EnergyGuard" Perlite Roof Insulation or wood fiber overlay board on all polyisocyanurate applications. Base Shect: (Optional) install one ply of GAFGLAS'"' #75 Base Sheet, Tri-Ply* 05 Base Sheet, GAFGLASW #80 Ultima" Base Sheet, GAFGLAS"Ply 4, Tri-Plv' Ply 4 Ply Sheet GAFGLASW FlexPly" 6, Ruberoid' Mop Smooth, Ruberoid'"' Mop Smooth 1.5, Ruberoid" Mop Plus Smooth, Ruberoid40 20 Smooth, Ruberoid"' H W Smooth or Ruberoid'" H W 25 Smooth directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (See General Limitation 44). OR GAFGLAS'"' Stratavent`"' Perforated Venting Base Sheet loose -laid dry. Ply Sheet: (Optional, required over GAFGLAS'f' Stratavent" Perforated Venting Base Sheet loose -laid dry)One or more plies GAFGLAS"' Ply 4, GAFGLAS"" FlexPly"' 6, GAFGLASe #80 Ultima"' Base Sheet, Ruberoid''L Mop Smooth, Ruberoid" Mop Smooth 1.5, Ruberoid°" Mop Plus Smooth, Ruberoid'" 20 Smooth adhered in a full mopping of approved asphalt applied within the EVT range and at a rate ol'20-40 lbs./sq. MIAMI•DADECOUNTY NOA No.: 15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 10 of 67 Membrane: One or more plies of Ruberoid® 20 Smooth, RuberoidQ° 30 Granule, Ruberoid' EnergyCap' 30 Granule FR, Ruberoid' 30 Granule FR, Ruberoid' 30 Plus Granule FR, Ruberoid® Mop Smooth, Ruberoid' Mop Smooth 1.5, Ruberoid' Mop Plus Smooth, Ruberoid® Mop Granule FR, Ruberoid4° Mop Granule, Tri-Ply® SBS Granule Cap Sheet, Intec Flex PRF , Ruberoid' Mop Plus Granule, Ruberoid® Mop Plus Granule FR fully adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 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. 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 at a rate of 20-40 lbs./sq. 0000 3. TOPCOAT® Surface Seal SB or United Coatings'"' Surface Seat SB.Rgof Coaddl' • applied in one or more coats at a minimum rate of 1.0 gal./sq. peleoat.' .' • j •. OR *00:00 TOPCOAT® MB Plus or United Coatings' Roof Mate MB Plus Mating • • applied at a minimum rate of 1.0 gal./sq.(to be used as a primer) folrowed by 0 • • • • • TOPCOAT Membrane or United Coatings' Roof Mate TCM Pi oi4• • • applied in one or more coats at a minimum rate of 1.0 gal./sq. pg;egaj� • 4. Fiber Aluminum Roof Coating. •„• • • • Maximum Design Pressure: C; DADECOUNTY See Fastening Options NOA No.: 15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 11 of 67 WOOD DECK SYSTEM LIMITATIONS: I A slip sheet is required with GAFGLASk' Ply 4 and GAFGLAS" FlexPly"' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 'A" DensDeck' Roof Board or'/i' Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: I. 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 2040 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell .... foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet• r...' shall be applied using spot mopping with approved asphalt, 12" diameter circles, 2A9 c.;or strip .... mopped 8" ribbons in three rows, one at each side lap and one down the center of th* ghaot allow1114' : a continuous area of ventilation. Encircling ofthe strips is not acceptable. A 6" bmalt sl ,41 be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of ejtfiti,!rysteln sIal� • be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited•tbowmaximan] design pressure of -45 psf. `•: •': :0. '. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic lltcc?' ") valu(?of • • 275 IV., as tested in compliance with Testing Application Standard TAS 105. If tIV1'attter value, • as field-tested, are below 275 Ibf. insulation attachment shall not be acceptable. • 0,...;. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachmilit is based on a minimum fastener resistance value in conjunction with the maximum design value listed withl$.'. 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 Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and scaled 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 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE MIAMMADE COUNTY NOA No.: 15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 67 of 67 s �•it 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.t' Renailing wood decks: When replacing roofing, the existing wood roof deck may have to, • • a • • be renailed in accordance with the current provisions of Section R4403. (Thezogf�k is uslipiX concealed prior to removing the existing roof system). ..• .... .. . ...... 4. _Exposed Ceiling: Exposed, open beam ceilings are where the undeMde of tttb roof decking,:• • • can be viewed from below. The owner may wish to maintain the architectural agIVA Y�lnce; t�erefgre, 000000 roofing nail penetration of the underside of the decking may not be acceptable jQrovides the option of .' maintaining the appearance. .. .•o•; • • 6. _Overflow scuppers (wall outlets): It is required that rainwater flows off so that fhb roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow cup rs in actor nce with the requirements of Sections R4402, R4403 and R44 3. --- (0 -5;- � y g ign ture Date Contractor Signature Date (ZI F ► IL tat S+- W a, Stwe, Property Address Ft, 33 i 3 3 Revised on 7/9/2009 LD;07/01/2015; Permit Number