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RF-14-332Inspection Worksheet • Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 207560 Scheduled Inspection Date: March 24, 2014 Inspector: Rodriguez, Jorge Owner: ARMBRISTER, CRAIG Job Address: 74 NE 110 Street Miami Shores, FL Project: <NONE> Contractor: THE HOME DEPOT AT HOME SERVICES iswimmg uepanment comments RE -ROOF TILE RED Passed Failed Correction Needed 0 rmi Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Permit Number: RF -2 -14 -332 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number (786)218 -0308 Parcel Number 1121360040380 INSPECTOR COMMENTS False Inspector Comments / Phone: 954- 979 -2137 March 21, 2014 For Inspections please call: (305)762 -4949 Page 11 of 27 E -Z GENERAL & ROOFING CONTRACTORS INC ��, „d;a►° 4751 NE I P Avenue, Oakland Park, FL 33334 . Office: (954) 418 -8640 • Fax: (954) 418 -8650 RESPORSF TEAM Renailing Affidavit PERMIT NUMBER: kF -a2 -4- 33Z JOB ADDRESS: 74 uE ajo - �'d7� rrvi �C 3,i61 OWNER: P A M &A)'5zP11 NAME OF COMPANY: E -Z GENERAL & ROOFING CONTRACTORS, INC. COMPANY ADDRESS: 4751 NE 10 AVE., Oakland Park, Fl. 33334 NAME OF QUALIFIER: NEY PETHER DIAS STATE REGISTRATION# CCC 1325628 I, NEY PETI4ER DIAS do hereby affirm: That I have personally inspected the renailing of roofing sheathing, nailing of dry -in, and the nailing of the metal, for the area covered by the roofing permit referenced above, and further state that the renailing of the sheathing and the nailing of the metal meets the requirements of the FLORIDA BUILDING CODE by chapter and paragraph. NEY P. having first been duly sworn, does affirm the tat�i lent above to be true and correct by his or her own personal knowledge' f. Notary: Date: 0:5 hcf :at►"Y,. a/ FABPJMCASOTTEMARIANTE =': •' = MY COMMISSION # EE865236 -' EXPI $ January 19. 2017 iRi aan I r AC132 Engineering Inc. Testing & Engineering Services Certification of Authorization # 8131 Tel: 954 - 245.8976; Fax: 954.301.7776 5230 NE 18 Avenue Fort Lauderdale, FL 33334 3/22/2014 Roof Tile Uplift Test Report Attention: Miami Shores Village, Building Division, 10050 NE 2nd Avenue, Miami Shores, FL 33138 Client: The Home Depot At Home Services Test Date: 3/22/2014 Permit # RF -2 -14 -332 Armbrister Residence Property Address: 74 NE 110 Street, Miami Shores, FI Roof Pitch: Type of Tile: Roof Area: 3 in 12 Eagle Roof Tile 23.93 squares Tile Attachment Method: Two Component Polyurethane Foam Adhesive -Poly Pro H 160 Field Instrument : IMADA Force Gauge 0 -100 Serial number: 243454 Test Location Total Number of Tests Field Uplift Pull Test Test results Perimeter Area: 10.00 sq 10 As per FBC 2010 Passed Field Area: 13.93 sq 14 As per FBC 2010 Passed No. of Corner: 10 10 As per FBC 2010 Passed Ridge Areas: 144 pcs 12 As per FBC 2010 Passed Important: These laboratory results can change due to future weather impacts and /or unavoidable roof traffic. Therefore, this report represents the TAS 106 results at the time of the test. Please see attached a Roof Sketch for this project. Cordially/ir4ri AC62 En g Inc. (NOA 09- 1005.01) Antoniedo, PE Fla. Reg. o: 36466 21z W2pj � I ,0 ACB2 Engineerin Inc. Engineering and Laboratory Services 5230 NE 18' Avenue Fort Lauderdale, Florida 33334 Phone: (954) 245 -8976 Fax: (954) 301 -7776 r I� el e Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING RECEI -ED FEB 0 4 2014 BY: e'11011 FBiC 20 /t jJ -33C4 � Permit No. 9 � Master Permit No. JOB ADDRESS: E PE I I b 5'l City: Miami Shores County: Miami Dade Zip: 33 (% I Folio/Parcel #: I I- a(3 6- O D y- `D 3KD Is the Building Historically Designated: Yes NO l/ Flood Zone: OWNER: Name (Fee Simple Titleholder): Cf?A)C-- Phone * : -' S { -7LA 2 -- 12- Address: 'I LI N I✓ I I V S i City: rn ) fhm i S v oP S State: Fiala,) o Zip: - Tenant/Lessee Name: d-J A Phone #: Email: CONTRACTOR: Company Name: 41 Y - 9�.P,5T 1 �i f Q S Phone #: R8-14-33�- V� Address: -D- b 1l d 6e4 rY0r --04,P 012 City: 13T1,A3riA State: cTaq Zip: Qualifier Name: [)I R,oacr -IS Phone#:'3n4-3.3 State Certification or Registration #: Certificate of Competency #: Contact Phone #: A�-4-33 6 - &F ii I DESIGNER: Architect/Engineer: 1 Address: Value of Work for this Permit: $ 1 '*I (P Square/Linear Footage of Work: 1.3 - ° 0 Type of Work: ❑Addition ❑Alteration ❑New ❑Repair/Replace ❑Demolition Description of Work: e-le - ggovr- -ri Ale Color thru tile: jet Bess: o tAa�a� Submittal Fee $ ' Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) IUt� Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 ach occurs seven (7) days after the building permit is issue the absence of such posted notice, the inspection will not be apved and a reinspection fee will be charged. Signature 15 T ) Signature f Owner Contractor The foregoing instrument was acknnowle ed bef re me this 3D day � , 20 , by R2n4 4 M who is personally known to me or who has produced 6- L As identification and who did take an oath. NOTARY Sign: Print: S The foregoing instrument was acknowledged before me this,_ f day of � n , 20 , by ft M �e�a'� , NOTARY Sign: Print: or who has produced ation and who did take an oath. a 1,111 COMMISSIC "! 4 EE 079312 1 �os. E iUSKA i. M Commission Ex it s: �' _ rLIHraL S My p .� EXPIRES:�,pri111,2015 My Commission Expires: w MYCOMMISSIONkEE079312 i i LIMITED PONVER OF A TORNEY 13 E M KNOWN, that C 9A IC. m3 ( "Principul ") huts made and appointed, ;aid by tlt we presunts dour tnaka ;and :►ppuint 'rllD At Horns Services. Inc. L Services :u1d+•ur its a gent LL, bl;t, 'Che Home Deput At Home S cv 6 trt►a;utd lawlul, Attorney -in -Fact for hitrvher and hisihcr ntune, place and stead, for the following specific and hinited purposos only: '('►s execute any and all documents reusonably necessary, including without limitations any permit upplicutians, rc3r the sole. specific and limited purpose of obtaining a permit far home improvements on behalf of the homeu-*v ner(s) CZJ4 t & X19 (?A ST%aK- :and for the property located aft "I H Nt fi t> .ST rh14'rm) SH r-L' giving Lund granting said Attorney- In -Faot, full power and authority to do and perform ALL Lund EVERY act and thing %vitatsuever necessary to be dune in and about the specific and limited premises (set out hereinabove) as fully, to all intents Lund purposes, as might or could be done if personally present, with tall power of substitution and revocation, hereby rnfifyi n Sand confirming all that said attorney shall lawfully door causes to be done by virtue hereof: IN tiVITNESS WHEREOF, t have hereunto set my hand and seal this /7 day of JGn 30 . S ignecL Sealed a*'Deliv d in the presence of W ITN ESS WITNESS PkfNCIPAL S'rATE OF: COUNTY ()F- �G ► `.44r,117v i'uhlic in and ti►r the State ot'1=1or1Ll:1. du hereby certrty 111.19 G t2� °_•C Syu OOi r' 1s either t ) persunally known to me. or I ) %%hu provided 1Jonttticuttun. appeared beture me this day 1n person and aL:knowlcdeL:d that I,L:f,hL: ,iencLL •mled and duh,6cred that stud instrument ;1s his, her tree and vuluutary authorized. tier the uses attd purposes herein sct fOrth. i�cn under Inv hand and ul tidal seal this slay of _ S d0 N _ _ =11 /`� t i ------------------------------- LAWRENCE M BURNETT [C4 MY CO19 MISSION 0 E051851 EXPIRES Dewfter 08, 2015 -flts3 FlcnaatV �n Votary Stamp -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' 2� Notary Public Section A/B GOt1NTY� � r Miami -Dade County HVHZ Electronic Roof Permit Form ❑ Low Slope ❑ ❑ Asphaltic Shingles ❑ ❑ Sprayed Polyurethane Foam ❑ ❑ New Roof ❑✓ Re- Roofing Are there Gas Vent Stacks located RY. Mechanically Fastened Tile ❑✓ Mortar /Adhesive Set Tile Metal PaneUShingles ❑ Wood Shingles /Shakes Other: Roof Type ❑ Recovering ❑ Repair ❑ Maintenance on the roof? ❑ Yes ❑✓ No If yes, what type? ❑ Natural ❑ LPGX Roof System Information Low slope roof area (ft.2) 0 Steep Sloped area (ft.2) 2393.79 Total (ft.-) 2393.79 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. Perimeter Width (a'): Corner Size (a' x a')• 3.4' 6'Jli ,jnai s iores Village APPROVED BY I DATE 7,')N.1"�.SG DEPT ri_DG3 DEPT s I I RJ F CT TO COMPLIANCE WIT H ALL FEDERAL. 1 ATC AND COUNTY no F S AND RF-GUI ATInNS GAP 1CA - -b3a via i 1 .2014 �'S L RY. Mechanically Fastened Tile ❑✓ Mortar /Adhesive Set Tile Metal PaneUShingles ❑ Wood Shingles /Shakes Other: Roof Type ❑ Recovering ❑ Repair ❑ Maintenance on the roof? ❑ Yes ❑✓ No If yes, what type? ❑ Natural ❑ LPGX Roof System Information Low slope roof area (ft.2) 0 Steep Sloped area (ft.2) 2393.79 Total (ft.-) 2393.79 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. Perimeter Width (a'): Corner Size (a' x a')• 3.4' 6'Jli ,jnai s iores Village APPROVED BY I DATE 7,')N.1"�.SG DEPT ri_DG3 DEPT s I I RJ F CT TO COMPLIANCE WIT H ALL FEDERAL. 1 ATC AND COUNTY no F S AND RF-GUI ATInNS GAP 1CA - -b3a via i 1 .2014 C,. fLAI 1 ' ILA4 b � d'� f- yt"' 6 \�1`J•`Illili LJd?iV /1/1{a{ vt ta.r. a - Vi %L,., : ' 1i : : . . . . . . . . . . . . . . . 3r.3a 'a" ;�• • • . . . . . . • , . . . . . . • . . . . . . . • • • • , • . . . • . • • r . . . . . . . . . . • . . . ...... ............................... ........... ... ....................... {,...... . ......••.:... :.,......,.. ......... .............................:: �.... ..........: ... ... ........... k . . . . . . . . . . . . . . . . . . . . . . . . . , . . Ln. . N 1. . . Ln ro ........... ............. . . ........... ............ .. . . ........... ......... ............................... . .......... . . «. .• . ..... cu.. . : . ,. ...... Y . . . . . . . . . . . . . . . . . . . . . . . . . '� 1. k k � . • . . C N h ,r . y r Tile Roof System Roof Slope: 3 "712" Roof Mean Height: 15' ft. Method of Tile Attachment: — Adhesive, Medium Paddy Polyfoam Polypro- Alternate Method of Tile Attachment per NOA: rUa Drip Edge Size & Gauge: —3" face 26 ga. -- !� Drip Edge Material Type: — Galvinized Metal -- Deck Type: —5/8" Plywood— Optional Insulation: N/A Optional Nailable Substrate: N/A Optional Nailable Substrate Attachment: N/A Basesheet Type: 30 LB Fastener Type for Basesheet Attachment: 1 1/4 RS Nails / 15/8 Tin Caps 6" & 12" o/c Tile Underlayment (Cap Sheet) Type: polystick TU plus Tile Underlayment Attachment Method: Flf adhere Drip Edge Fastener Type: 1 1/4 RS NAILS Tile Profile: BEL AIR CONCRETE TILE Hook Strip /Cleat gauge or weight: Section E r ,w +b4f1i`!T3i " t. Miami -Dade County HVHZ Electronic Roof Permit Form Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based file systems, use Method 1. 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 the attachment method is acceptable. P 1: -39.1 1 X x 10.278 1 = 10.87 _ Mg: 7.71 = Mr1: 3.16 40.4 NOA Mf P 2: H8, 1 x X 10.278 1 = 18.94 _ Mg: 7.71 = Mr2: 11.23 s 40.4 NOA Mf P 3: -100. X x 0.278 = 28.00 _ Mg: 17.71 1 = Mr3: 20.29 s 40.4 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 than or equal to the Fr values, for each area of the roof, then the tie attachment method is acceptable. P1: x I: = x w: Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional — W. = x cos 8: = Fr1: 5 NOA F' P2: x I: = x w: 8 _ - W: = x cos 9: = Fr2: 5 NOA F' P3: x I: Attachment Resistance = x w: Required Moment Resistance _ _ W: Minimum Attachment Resistance = x cos 9: = Fr3: 5 NOA F Description Where to Obtain Information to complete tile calculations 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 8 Job Site Aerodynamic Multiplier 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) i e IA a , ; MIAMI -DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 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 /sera Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 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 PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Bel Air, Bel Air Double Eagle, Ponderosa, Ponderosa Double Eagle, Golden Eagle Low Profile Concrete Tiles 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 revises NOA# 11- 0321.02 and consists of pages 1 through 10. The submitted documentation was reviewed by Alex Tigera. APPROVED NOA No.: 12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 1 of 10 IV ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, 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 Test Product Applicant Dimensions Specifications Description Bel Air Concrete Tile L = 17" TAS 112 Flat profile concrete roof tile equipped with two W = 12 '/4" nail holes. For adhesive set, direct deck or Thickness ='/2" battened nail -on applications. Bel Air Double Eagle L = 17" TAS 112 Flat profile concrete roof tile equipped with two Concrete Tile W = 12'/4" nail holes. For adhesive set, direct deck or Thickness ='/2" battened nail -on applications. Ponderosa Concrete Tile L = 17" TAS 112 Flat profile concrete roof tile with slate finish W = 12'/4" equipped with two nail holes. For adhesive set, Thickness ='/2" direct deck or battened nail -on applications. Ponderosa Double Eagle L = 17" TAS 112 Flat profile concrete roof tile with shake finish Concrete Tile W = 12'/4" equipped with two nail holes. For adhesive set, Thickness =' /Z" direct deck or battened nail -on applications. Golden Eagle Concrete L = 17" TAS 112 Flat profile concrete roof tile brushed finish Tile W = 12'/4" equipped with two nail holes. For adhesive set, Thickness ='/2" direct deck or battened nail -on applications. Trim Pieces 1= varies TAS 112 Accessory trim, clay roof pieces for use at hips, w = varies rakes, ridges and valley terminations. varying thickness Manufactured for each tile profile. NOA No.: 12-0430.04 M�aplNOAnE eourrrr Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 2 of 10 2.1 EVIDENCE SUBMITTED: Test Agency Test Identifier PRI Asphalt Technologies ERPF- 001 -02 -01 Redland Technologies 7161 -03 Appendix III Redland Technologies 7161 -03 Appendix III Redland Technologies 7161 -03 Appendix II Redland Technologies P0402 Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Letter Dated Aug. 1, 1994 P09647 -01 94 -084 25- 7094 -(2, 5, & 8) 25- 7183 -(5 thru 6) 25- 7214 -(1, 5, & 8) 25- 7487 -2 25- 7496 -(1 & 4) 25- 7804 -6 520109 -1 520111 -4 520191 -1 Calculations Calculations Test Name/Renort TAS 112 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs smooth shank nails Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynamic Multiplier Restoring Moments Due to Gravity Date Aug. 2006 Dec. 1991 Dec. 1991 Dec. 1991 Sept. 1993 Aug. 1994 Aug. 1994 May 1994 Oct. 1994 Feb. 1995 March, 1995 Dec. 1995 Dec. 1995 Sep. 1996 Dec. 1998 March 1999 Sep. 2006 Sep. 2006 NOA No.: 12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 3 of 10 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance 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. 4. INSTALLATION 4.1 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Concrete Roof Tiles 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 (lbfl Length4 (ft) Width -w (ft) Bel Air, Bel Air Double Eagle, 11.4 1.42 1.03 Ponderosa, Golden Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Table 2: Aerodynamic Multipliers - A (ft) Tile Profile A (ft) A (ft) Batten Application Direct Deck Application Bel Air, Bel Air Double Eagle, 0.301 0.278 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile NOA No.: 12-0430.04 !APPROVED cup Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 4 of 10 Table 3: Restoring Moments due to Gravity - M9 (ft -lbf) Tile 3 ":12" 4 ":12" 5 ":12" 6 ":12" Greater than Profile 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7':12" Bel Air, Bel Air Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Double Eagle, 2 #8 Screw Deck 51.7 Deck Double Eagle Flat Tile Deck 24.3 Deck 24.2 Deck Ponderosa, 7.48 7.71 7.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07 Golden Eagle, 2 -10d Ring Shank Nails 50.3 1 65.5 48.3 1. Installation with a 4" tile headlap and fastemers are located a min. of 2'/" from head of tile. Ponderosa Double Eagle Flat Tile Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19132" plywood) Battens Bel Air, Bel Air Double Eagle, - 2-1 Od Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Ponderosa, Golden 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 Eagle, Ponderosa 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 Double Eagle Flat Tile 1 -10d Smooth or Screw Shank Nail Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails Field Clip) 35.5 35.5 34.8 2 -10d Smooth .or Screw Shank Nails Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails 50.3 1 65.5 48.3 1. Installation with a 4" tile headlap and fastemers are located a min. of 2'/" from head of tile. MIAIMNDAQE COUNTY NOA No.: 12-0430.04 APPROVED Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 5 of 10 Table 5: Attachment Resistance Expressed as a Moment Mf (ft -lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Application Resistance Bel Air, Bel Air Double Eagle, Adhesive 311 Ponderosa, Golden Eagle, Ponderosa Ponderosa, Golden Eagle, 31VI 2- Component Foam Roof Tile Adhesive AH -160 Double Eagle Flat Tile Ponderosa Double Eagle Flat 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 6: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) for Mortar Set Systems for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Application Resistance Resistance Bel Air, Be[ Air Double Eagle, 31VI 2- Component Foam Roof Tile Adhesive AH -160 118.9 Ponderosa, Golden Eagle, 31VI 2- Component Foam Roof Tile Adhesive AH -160 40.4 Ponderosa Double Eagle Flat Tile 3 Large paddy placement of 45 grams of Pol ProTm. 4 Medium paddy placement of 24 grams of Pol ProTm. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Mortar Set 43.9 Eagle, Ponderosa Double Eagle Flat Tile 5 Tile -Tite Roof Tile Mortar. NOA No.: 12-0430.04 MAMMADE COUNTY • • , Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 6 of 10 5. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". EAiGLEI�' FLORIDA BEL AIR, BEL AIR DOUBLE EAGLE, PONDEROSA, GOLDEN EAGLE, PONDEROSA DOUBLE EAGLE CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 this Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. MIAP91•DADE COUMY NOA No.: 12-0430.04 P� ® Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 7 of 10 I i PROFILE DRAWING BEL AIR BEL AIR DOUBLE EAGLE NOA No.: 12-0430.04 Mu�MaaaaE Calnvr�r Expiration Date: 10/05/16 ® Approval Date: 08/02/12 Page 8 of 10 PONDEROSA PONDEROSA DOUBLE EAGLE NOA No.: 12-0430.04 Mu►M�•�O cD I Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 9 of 10 I J GOLDEN EAGLE END OF THIS ACCEPTANCE NOA No.: 12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 10 of 10 N Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Polystick Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade 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 revises NOA #11- 1229.01 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12- 0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 1 of 8 ROOFING COMPONENT APPROVAL Category Roofing Sub- Cateeorv: Underlayment Material: SBS , APP Self - Adhering Modified Bitumen PRODUCTS DESCRIPTION: - NOA No.: 12- 0713.02 MIAMI•DADE COUNTY Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 2 of 8 Test Product Product Dimensions Specification Description Polystick MTS Roll: TAS 103 A homogeneous, rubberized asphalt underlayment 65'8" x 3933/8" waterproofing membrane, glass fiber reinforced Manufacturing Location 60 mils thick with polyolefinic film on the upper surface for #2 use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polystick IR -Xe Roll: TAS 103 and A fine granular /sand top surface self - adhering, underlayment 65' x 3'33/$" ASTM D 1970 APP polymer modified, fiberglass reinforced, Manufacturing Location Or 65' x 3' bituminous sheet material for use as an #1 & #2 60 mils thick underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. Polystick TU Roll: TAS 103 and A heavy granuled surface self adhering, APP underlayment 32'10" x 3'33/8" ASTM D 1970 polymer modified, fiberglass or polyester Manufacturing Location 100 mils thick reinforced, bituminous sheet material for use as #1 & #2 an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. Polystick TU Plus Roll: TAS 103 and A rubberized asphalt self - adhering, glass - underlayment 65' x 3'33/8" ASTM D 1970 fiber /polyester reinforced waterproofing (Surface Printing) 80 mils thick membrane. Designed as a metal roofing and roof Manufacturing Location tile underlayment. #1 & #2 Polystick TU P Roll: TAS 103 and A rubberized asphalt waterproofing membrane, underlayment 32'10" x 3'33/8" ASTM D 1970 glass -fiber /polyester reinforced, with a granular Manufacturing Location 130 mils thick surface designed for use as a tile roof #2 underlayment. Polystick Tile Pro Roll: TAS 103 and A rubberized asphalt self - adhering, glass - Manufacturing Location 61' x 3'33/8" ASTM D 1970 fiber /polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. Polystick Dual Pro Roll: TAS 103 and A rubberized asphalt self - adhering, glass - Manufacturing Location 61' x 3'33/8" ASTM D 1970 fiber /polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. - NOA No.: 12- 0713.02 MIAMI•DADE COUNTY Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 2 of 8 PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick TU Max Roll: TAS 103 and A rubberized asphalt self - adhering, polyester Manufacturing Location 65'8"x3'3-3/8" ASTM D 1970 reinforced waterproofing membrane. Designed #2 60 mils thick as a a roof tile underlayment. MANUFACTURING PLANTS: 1.Hazelton, PA 2.Winter Haven, FL EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Exterior Research & Design, LLC 11756.04.01 -1 TAS 103 04/27/01 11756.08.01 -1 ASTM D 1970 08/14/01 02202.08.05 TAS 103 08/29/05 Trinity ERD P5110.08.07 TAS 103 08/29/07 P10870.09.08 -R1 TAS 103 12/04/08 P10870.04.09 TAS 103 /ASTM D4798 & G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103 /ASTM D4798 & G155 09/01/11 P37300.10.11 TAS 110 /ASTM D4798 & D1970 10/19/11 P40390.08.12 -1 TAS 103 & TAS 110 08/06/12 P40390.08.12 -2 ASTM D 1623 08/07/12 P40390.10.12 ASTM D 1970 10/03/12 PRI Asphalt Technologies PRI01 I I I ASTM D 4977 04/08/02 PUSA- 005 -02 -01 ASTM D 4977 01/31/02 PUSA- 018 -02 -01 ASTM D 2523 07/14/03 PUSA- 035 -02 -01 TAS 103 09/29/06 PUSA- 033 -02 -01 ASTM D 1970 01/12/06 PUSA- 055 -02 -02 TAS 103 12/10/07 PUSA- 083 -02 -01 TAS 103 06/30/08 PUSA- 089 -02 -01 TAS 103 /ASTM D4798 & G155 07/06/09 Momentum Technologies, Inc. JX201-17A TAS 103 /ASTM D4798 & G155 04/01/08 RX14E8A TAS 103 /ASTM D4798 & G155 11/09/09 DX2313813 TAS 103 /ASTM D4798 & G155 02/18/10 DX23D8A TAS 103 /ASTM D4798 & G155 02/18/10 MIAMI•DADE C NOA No.: 12- 0713.02 • • • D, Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated Base Sheet: One or more plies of ASTM D 226 Type I1 or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick membranes self - adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied.. All side laps shall be a minimum of 3-'/2" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. NOA No.: 12- 0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 4 of 8 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS, TU Plus, Tile Pro and Dual Pro may be used in asphaltic shingles, wood shakes and shingles, non - structural metal roofing, roof tile systems and quarry slate roof assemblies. Polystick IR -Xe, TU, and TU P may be used in all the previous assemblies listed except metal roofing. Polystick TU Max may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre - existing roof membrane as a recover system. 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Ex osure Limitations da s Polystick MTS MTS IR Xe TU TU Plus TU P Tile Pro Dual Pro TU Max Winter Haven, FL. 180 180 180 1 180 180 180 180 90 Hazelton, PA. N/A 30 30 1 180 N/A N/A N/A N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N -3 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick TU, TU Plus, Tile Pro and TU Max may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR -Xe, and Dual Pro are limited to mechanically fastened roof tile applications. Polystick MTS is limited to mechanically fastened with battens roof tile applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Polystick IR Xe Polystick TU, TU Polystick TU Plus, TU P, Tile Max Pro Flat Tile Prohibited without 5:12 No limitation No limitation battens Profiled Tile Prohibited without Prohibited No limitation No limitation battens The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are required for both loading and installation of tiles at all times. NOA No.: 12- 0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 5 of 8 GENERAL LIMITATIONS: (CONTINUED) 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. 11 Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS, IR -Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR -Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, IR -Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. MIAMI -DADE COMM ...• BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 12- 0713.02 MIAMI•DAD' COUNTY Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 6 of 8 POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back - nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back - nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter - battens, as required by the tile manufacturers NOA's, must be used on all projects for pitch/slopes of 7 "/12" or greater. It is suggested that on pitch/slopes in excess of 6 '/4 "/12 ", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty-Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self - adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800) 894 -4563. NOA No.: 12- 0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 7 of 8 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894 -4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. APPROVED END OF THIS ACCEPTANCE NOA No.: 12- 0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 8 of 8 MIAH is MIAMI -DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 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 /sera 3M Company 3M Center Building 0220- 05 -E -06 St. Paul, MN. 55144 -1000 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 PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 3Wm 2- Component Foam Roof Tile Adhesive 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 renews and revises NOA# 11- 0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2- Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does 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 tiles system using 2- Component Foam Roof Tile Adhesive AH -160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2- Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2- Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content ARPROYED Test Results ASTM D 1622 1.6 lbs. /ft.3 ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise ASTM D 1623 28 PSI Parallel to rise ASTM D 2127 0.08 Lbs./Fe ASTM E 96 3.1 Perm / Inch ASTM D 2126 +0.07% Volume Change @ -40'F., 2 weeks +6.0% Volume Change @158T., 100% Humidity, 2 weeks ASTM D 2856 86% NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 2 of 7 1 1 � 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. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Reno Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 Trinity Engineering 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTM 2- Component Foam Roof Tile Adhesive 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 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F1 W 2 Fl MS NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 3 of 7 INSTALLATION: 1. 3M rm 2- Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160. 2. 3MTM 2- Component Foam Roof Tile Adhesive 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 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance 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. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A): 1.0 (B). The dispense timer shall beset to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel ) #1 17 /side on cap and 34/ an N/A Flat, Low, High Profiles 1 #2 24 N/A Flat, Low, High Profiles 1 #3 8 NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 4 of 7 I % ► LABELING: All 3MTm 2-Component Foam Roof Tile Adhesive AH-1 60 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nag through plastic cement Paddy (Beneath 7110) undelaynterd 1 Paddy (Beneath TOO) Undulayinard Eave Course 10 In.. 21 Fasda Eave course oW. Eave Closure Keep adhesive app- 4 In. tip from weapholas �nmmmwcmw -'W" N MR2080 Nag through plastic cement Paddy (Beneath TOO) Undulayinard 10 In.. 21 EMCOM Fasda NO& Em course only: Em closure Keep &AWn approx Drip edge 4 In. Lip from vveapholes 1) Place enough adhesive to addeve 17 to 23 00 2i4s for square Inches In contact w1th the pan We SP D appMons NO through plastic carrant 2) Turn covers upside down. Place adhesive 112 In. To I In. From outside edge of cover Ce. Do Imstall the Co. underlayment top Portion oftheem Shed" CIAM cover e. Abuttomandcourasof 0POWW pan Wes. Emn save end Point udoInraar pand cteam an lanftMl flush at am On. edgesoftile Eave dosure Weephoie Fesda (Morwd—) NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 F ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nall through plastic cement Paddy (Beneath TUe) Nall through plastic cement Paddy (Seneath THe) Undedayment Undedayment 71 2 In. 7 ln�11n. 2 Eno Course . a Fascia Fascla Weephole E ave .flume Eave closure Eave Closure Drip edge P4 LN NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 x ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement Paddy Nall through plastic cei (between die) . undedayment Paddy 0 (under 019) QSingle 3 In paddy 31n x31n x 3 in. under tie 4 In. Qb In. 2 In. Single Single paddy on 2! In. paddy on under- layment under- layment Single Save course paddy on top of file Single paddy 7 In. maum Eave Course on top of die eave Fascia course only. Nall through plastic cement D, � 0-13 In x 3 In. 4 Single paddy on undedavinent Single paddy an top of file Eave Course Daddy the Single paddy between tile ,,.,"2 In. z 71n. medium ft Paddy eave course only Fascia I END OF THIS ACCEPTANCE Single paddy under file Single paddy between die 2 In. x 71n. medium size paddy eave course only < Feeds Weephole Eave closure • Drip edge NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7 Ownces ,vuufication Fum IIV I Q 2010 IT 7'r MIAMf" +.: .:5-� M` "Vvlfwr+.rq yr..04.ece Evrry Mays SECTION 1321 IIIGII VELOCITY HURRICANE ZONES -- REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required rooting permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for rooting system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. ® 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High, Velocity Hurricane Zones) of the Florida Building Cade. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed UTI �J 4. Exposed ceiling.,: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from eow, a owner may wish to maintain the architectural appearance; therefore, rooting nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. ® S. Ponding water. The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new rooting system. Ponding conditions may not be evident until the original i-o4)iinngjsystem is removed. Ponding conditions should be corrected. M6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls orother root extensions 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. Chapter 15 and 16 herein and the Florida•/3uilding Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida - licensed engineer or registered architect to eliminate the attic venting, venting shall not* required , Owner's /Agent's Si Contractor's Signatu Property Address: I I + 46 Date: Permit Number. w i ) ,. OWNER'S AFFIDAVIT OF EXEMPTION ROOF'To WALL CONNECTION HURRICANB MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESML14TIAL STRUCTURES PURSUANT TO SEcnoN 553.844 F.S. To: t �ltlla►o�c, o� Mtauna Shc,r�� . Re: Owner's Name Property Address -+4 NE 1In itar• Roofing Permit Number Dear Building Official: I - A - ,i[�on�trif.4 N ' certify that I am not required to retrofit the roof to wall C7Theiust of my building because: valuation for the structure for purposes of ad valorem taxation in less than $300,000.00. U The building was constructed in compliance with the provisions of the Florida Building Code (FBC} or with the provisions of the 1994 edition of the South Florida Building Code (1994 SF }. Signature of PrOerty ownc6r C� t,` S . ��► �J x• 9TH Print Name yTATE OF FLORIDA COUNTY OF MIAMI -DADS i vorn to and subscribed before me this 117 -fay of J 4 N 70 i SEAL) , ,' ' . •s y� ENCE M BURNETT c 'f NSCOM ISSION 8 EE151861 _ Personally known SIRES December 08, 2015 _7or Produced Identiti„a LMz_ When . the just valuation of the structure for purposes of ad valorem taxation is equal to or more than 5300,000.00, and the building was not constructed in compliance with the FBC nor with 1994 SFBC, tnd affidavit of Roof to I,Vall Connection Hurricane AJitit ation Rdtmtit must be provided.