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RF-14-2606oil. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-225878 Permit Number: RF -11-14-2606 Scheduled Inspection Date: December 31, 2014 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: PEREYRA, GASTON & ANDREA Work Classification: Tile Job Address: 350 NW 112 Terrace Miami Shores, FL 33168 - Project: <NONE> Phone Number Parcel Number 1121360010230 Contractor: THE HOME DEPOT AT HOME SERVICES Phone: 954-979-2137 Building Department comments RE -ROOF TILE INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-224150. Replace broken tiles Failed Correction ❑ I Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. December 30, 2014 For Inspections please call: (305)762-4949 Page 22 of 26 RE. Patriot# Miami shores village Building Department 10060 N.E.2nd Avenue Miami Shores, Florida 33138 Tei: (305) 795.2204 Fax: (305) 756.8972 DATE: /Z INSPECTION AFFIDAVIT I licensed as a(n Contractor! Enginner/ Architect. (Pft=wandardeLtMTyne) FS 468 Building Inspector License On or about /zx//,"(1 wrottc atoAik Based upon that a ination nib Manual (Based o15 .8 _S) Signature State of Florida County of Dade: I did personally inspect the roof deck naitina (CwOere.rocsfaa ) determined the insta8adon was done according to the Hurricane Mitigation Retrofrt The undersigned, being the first duly swam, deposes and says that he/she is the contractor for the 1b0Ye property mentioned. RF �s. Sworn to and subscribed before me this o`4 day of = c . �= �•`* PS••'pTq•'•�''`• %'i �. • MY Notary Public, Sate of Florida at Large F-- • "'+ ExAit'es' �' : S9ptempgr g, 2018; No. FF 1581Stdw 2 't mar. wfiv boffi Bat ar ftft cowscrors orwWb&AMwftd wNW40 F.S. to make such an h"ecuon. kwkIft Owbs cfewh �tttrtt�tt��. •: Scanned by CamScanner r Florida International Engineering and Testing Lab LLC Fol*Eo 16701 SW 117 Avenue, Miami, FL 33177 FLORIDA INTERNATIONAL ENGINEERING Telephone: (305) 378 -1991 -Fax: (305) 378-1997 &TESTING LAB INSIGHT -INNOVATION -INTEGRATION Miami -Dade Lab Certification # 07 -0612.11 -State of Florida ca #27273 ------------------------- SITE SPECIFIC INFORMATION Owner's Name: TV Test Location P or F Test Location P or F Job Address: I ,- D h(i L 21 Roofing Contractor: i 61 �T A "— Permit Number:" `'� ( �� Typ of Tile: 82 Approximate Roof Height: ' feet Slope:Approximate Square Footage: -ft, Type of Access to Roof: ,,,Ladder 4 24 OtherRequired Testingforce- 35 lbs. Testing Equipment:V.G.E. 100x Shim o Instrument Date Installed: 1-Lj 14, h 4 Date of Inspection: I Z t`) I I 6 26 TEST RESULTS 66 86 7 P= PASS, F= FAIL 47 Test Location Test P or F Location P or F Test Location P or F Test Location P or F Test Location Por F 1 21 41 ° 61 81 2 22 42 62 82 3_ 23 43 63 83 4 24 44 64 84 5 25 45 65 85 6 26 46 66 86 7 27 47 67 87 8 28 48 68 88 9 29 49 69 89 10 30 50 70 90 11 31 51 71 91 12 32 52 72 92 13 33 53 73 93 14 34 54 74 94 15 35 55 75 1 95 16 36 56 76 96 17 37 57 77 97 18 38 58 78 98 19 39 59 79 99 20 40 60 1 80 1 100 < c IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION Perimeter Width: - ft e Area Units or ft2 No. of Tests Perimeter Field l P a Corners i b l Hips & Ridges I, p ` �tS�ililttft RESPF, �J t'YI tIFk, f�ij,ED BY: hl a • < e ` No 61107 :Z w V an'r .laafArie Staie.ti'�c�'In�%i� 1<�lc�;'r5'�.to7�1'7 i 2 t `i r 4 1 1'I FLORIDA INTERNATIONAL ENGINEERING &TESTING LAB, LLC if ., t Job Address: 3 5-0 0 4) ' t Z 11. " T I FL Notes ' 11 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: (345) 762.4949 PERMIT APPLICATION Permit Type: BUILDING T NOV 2 6 014 FBC 201 u Permit No. Master Permit No. yam"" ) Lt -Z (00 (00 (ROOFING JOB ADDRESS: 3Sb fy� t 1 Z 54 City: Miami Shores County: Miami Dade Zip: 33l(® Folio/Parcel#: i i- a 1316 -- O� (" 0"1310 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): `A1\J Q_ CEO (i✓ q`-`/ rq Phone#: Address: 3`90 k3W 112— TV— City: v,y) i turn 1 S 1-kenz E5 State: F-0 RA Qa a Zip: 3 3 t Co Tenant/Lessee Name: In Phone#: Email: CONTRACTOR: Company Name: _11L hEn 6, DE499 ft -1 1 4a - &)C� Phone#: tql�A-336- 0;?T Address: Z1- q f-2 m &= n..t� PA=Y" ► �C City: ( rA State: 6-0 Zip: Y-13 `1 Qualifier Name: C�(A t (It) Q 9V. a Phone#: ,-i 3!!�L State Certification or Registration #: C.Gc O 5-'d 3 2j Certificate of Competency #: Contact Phone#: 6M ` 6 7-9-_' DESIGNER: Architect/Engineer. Address: Value of Work for this Permit: $ p "i �4 Square/Linear Footage of Work: Type of Work:. ❑Additti�It(on p Alteration ONew ORepair/Replace ODemolition Description of Work: ie - _ I LOC Color thru tile: Submittal Fee $ 4n - W Permit Fee $. W CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Notary $ TraininWEducation Fee $ Double Fee $ Structural Review $ DBPR $ Bond Technology Fee $ TOTAL FEE NOW DUF' 2`-i 3 . GO Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) A Mortgage Lender's Address City Zip zip Application. is hereby made to obtain a permit to do the work and imallations 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 an laws regulating construction in this jurisdiction. I understand that a sepanft permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, BEATERS, 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. 46WARM NG TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMNViENCEMENT 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 COMIVIENCEMENT." 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 suby'ecl to attachment Also, a certrOW copy of the rimed mice of commencwwN must be posted at the job site for the first inspection kh1ch opeurs seven (7) days Oler the building permit is issued. In the absence of such posted notice, the inspection will not be 4kvved ind a reinspection fee will be charged. --- Signature , / Signature - "J The foregoing instrument�w�s admowledged b�epfore me this �t ( L day of O X� 60 l 1, by �{ W► U* Fc -u "c'+ 14-- , who is personally known to me or who has produced rt. � • %r As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My commission APPROVED BY J Contractor The foregoing instrument was acknowledged before me this day of V ..... � 20 by Q -t4 i n n m wis11 kn_Doato me or who has produced as identification and who did take an oath. NOTARY ad - Sign: CE M BURNETT� �ts�ast +6.2015 My C r ` t Plans Exmniner Structural Review (Revised 512M12XRevised 3/12/2012) XRevisid 06nWM09XRerised 3nSV9XRevised 7nWM) Empires: t =r..3i2 Clerk Section A/B Miami -Dade County HVHZ Section A (General Ii Master Permit No: Process No: Contractor's Name: I i ne riome uepot /-ki riome services Job Address: 350 NW 112 TERRACE Roof Category El Low slope El Asphaltic Shingles El Sprayed Polyurethane Foam El mechanically Fastened Tile El Metal Panel/Shingles n Other: I I Roof Type El New Roof 0 Re -Roofing El Recovering El Repair El Maintenance Are there Gas Vent Stacks located on the roof? El Yes 0 No If yes, what type? 11 Roof System Information Low slope I roof area (ft.2)20 (ft.2) 154 Steep Sloped area I'll, Section B (Roof Plan) Total (ft.jioi 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'): 0 • • IV 44, Tile Roof System ` MIAMIDIA Miami -Dade County HVHZ Electronic Roof Permit Form Section D Tile Roof System "Delivering Excellence Every Day" Roof System Manufacturer: I Eagle Malibu Concrete Tile Notice of Acceptance Number (NOA): 11-0321.]01 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): 45.5 psf Fill in the specific roof assembly components. If a component is not required, insert not applicable (nfa) in the text box. Roof Slope: 2 "/12" Roof Mean Height: 12 ft. Method of Tile Attachment: --Adhesive, Medium Paddy Polyfoam Polypro-- Alternate Method of Tile Attachment per NOA: N/A Drip Edge Size & Gauge: --" 3face 26 ga.-- Drip Edge Material Type: --Galvinized Drip l-- Drip Edge Fastener Type: 1. 1 1/4 RS NAILS Hook Strip/Cleat gauge or weight: --24 ga.-- Deck Type: -5/8" Plywood -- Optional Insulation: N/A Optional Nailable Substrate: N/A Optional Nailable Substrate Attachment: N/A Basesheet Type: • • 00..06 30 LB • 009!6! 6 0!0!00 Attachment: 6 Fastener Type for Basesfieei :0000: 1 1/4 RS Nails / 1 5/81"L:aps 6" & fX.d/c .9,04� .....6 .... .99.9 99 09 06 9 09969. Tile Underlayment (Cap Wej 1 jype: • e polystick TU plus .! • .660 0..099 ! • Tile Underlayment Attachment Method:,.;, self adhere Tile Profile: CONCRETE TILE Section E MIAMIk ADE Miami -Dade County HVHZ Electronic Roof Permit Form • "Delivering Excellence Every Day" 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 Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. P 1: -39.1 X a, 0.282 = 11.03 - Mg: 6.65 . = Mr1: 4.38 < 45.5 NOA Mf P 2: -68.1 X 0.282 = 19.20 - Mg: 6.65 = Mr2: 11.87 < 45.5 NOA Mf P 3: -100.7 X ?L 0.282 = 28.40 1 - Mg: 16.65 1 = Mr3: 21.75 < 45.5 NOA Mf Method 3 "Uplift Based Tile Calculations Per RAS 127" For Uplift based tile 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 tile attachment method is acceptable. P1: x I: Where to Obtain Information to complete tile calculations = x w: _ - W: = ....+• x cos 0: = Fr1:<_ NOA F' P2: x L = x w: Where to Find 0000•• _ - W: = Symbol x cos 0: El = Fr2: <_ NOA F' P3: x l: = x w: Table 1 RAS 127, or by an engineer analysis prepared, siftg p9d sealeQb?j plbfessiopil000 _ - W: = engineer based on ASCE 7. x cos 0: = Fr3: <_ NOA F' Where to Obtain Information to complete tile calculations ;0.00• ....+• Where to Find 0000•• 0 000600 ription Symbol 0.0; 0 • 0 • • Table 1 RAS 127, or by an engineer analysis prepared, siftg p9d sealeQb?j plbfessiopil000 P1 or P2 or P3 engineer based on ASCE 7. pAerodynaomic 000000 •••0 •+0+6• ht H Job Site 0 • • • • • • 9090:0 0 Job Site : •; 0 0 0900:0 ltiplier Product Approval (NQ4) • •+ 6 000900: : •• • 666• Restoring Moment due to Gravity Mg Product Approval (NOA) 0000 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) I = length Tile Dimensions Product Approval (NOA) IL I w = width C©i1NTY MIAMI-DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade,ay/buildingi 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 BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or 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. BNC 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: Malibu Concrete Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, statg and, following statement: "Miami -Dade County Product Control Approved", unless otherwise, noted herei4.""' RENEWAL of this NOA shall be considered after a renewal application has been filed a td:here ha; geen no • • • • • change in the applicable building code negatively affecting the performance of this prodddt'•" ;...•; ••e* .. • ..0 :00000 TERMINATION of this NOA will occur after the expiration date or if there has beenWIN eiPn or c�a�nKe in they a • • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an g4ftidment b f #fly, • • • product, for sales, advertising or any other purposes shall automatically terminate this NQA..Lailure 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 f4llfted bf • the expiration date may be displayed in advertising literature. If any portion of the NOA is displayet lften it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA #06-0526.09 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. 440 ' � NOA No.: 11-0321.01 NAMMADe couN'tY Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Cateeory: Roofing Tiles Material: Concrete I. SCOPE: This approves a system using Eagle Roofing Products Malibu Concrete Roof 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 Descrintion Malibu Concrete Tile 1= 17" TAS 112 Low profile, interlocking, high pressure w = 12'/2" extruded concrete roof tile equipped with %" thick three nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Trim Pieces 1= varies TAS 112 Accessory trim, concrete roof piece for. w = varies use at hips, rakes,-ridggs an4 valley, ..... ...... varying thickness terminations. ManufaCtwtd:'or each the . • profile. ...... • • • • • • .... . .. ..... .. .. of . ...... . . . . ...... . NOA No.: 11-0321.01 MIAMI RADE coin Expiration Date: 10/05/16 "' Approval Date: 05/12/11 Page 2 of 7 2.1 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date PRI Construction Materials PRI06178 TAS 112 08/23/06 Technologies Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 & TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix 1I TAS 108 (Nail -0n) Redland Technologies P0402 Withdrawal Resistance Testing of screw Sept. 1993 vs, smooth shank nails The Center for Applied 94-060B Static Uplift Testing March, 1994 Engineering, Inc. TAS 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) Redland Technologies P0631 -0I Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nail -On) Professional Service 224-47099 Physical Properties Sept. 1994 Industries, Inc. TAS 112 The Center for Applied 25-7094-1 Static Uplift Testing Oct. I994 Engineering, Inc. TAS 102 :...:. (4" Headlap, Nails, Direct Decly Neave . • , • Construction) ❑ . ...... • • • • • . ' ...... The Center for Applied 25-7094-7 Static Uplift Testing • • • • • Oct. 1994 :....: Engineering, Inc. TAS 102 • • •' • . :' . ' . (4 Headlap, Nails, Battens) The Center for Applied 25-7094-4 Static Uplift Testing ..' .. • Oct! 1'94 • • • • • • Engineering, Inc. TAS 102 (4 Headlap, Nails, Direct Deek, ...... Recover/Reroof) ; .' . :0000: The Center for Applied Project No. 307025 Wind Driven Rain Oct.4494 Engineering, Inc. Test #MDC -76 TAS 100 The Center for Applied 25-7183-1 Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 (2 Quik -Drive Screws, Direct Deck) The Center for Applied 25-7183-2 Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 (2 Quik -Drive Screws, Battens) NOA No.:11-0321.01 MLAyi.rr Expiration Date: 10/05/16 • Approval Date: 05/12/11 Page 3 of 7 The Center for Applied 25-7214-2 Static Uplift Testing March, 1995 Engineering, Inc. 25-7214-6 TAS 102 106 may required, refer to applicable building code. 0000.. 3.3 (1 Quik -Drive Screw, Direct Deck) • • • • .' quarterly test in accordance with TAS 112, appendix `A'. Such testing shaU bAsubmittdd M 0 (1 Quik -Drive Screw, Battens) Celotex Corporation 528454-2-1 Static Uplift Testing Sep. 1998 Testing Services 520109-2 TAS 101 Dec. 1998 Walker Engineering, Inc. Evaluation Two Patty Adhesive Set System April 1999 unless stated otherwise by the underiayment material manufacturers published 11"erature. Calculations 3.6 0 This acceptance is for wood deck applications. Minimum deck requiremeiso shat be in. Walker Engineering, Inc. Evaluation 25-7183 March 1995 Calculations 0000.. Walker Engineering, Inc. Evaluation 25-7094 February Calculations 1996 Walker Engineering, Inc. Evaluation 25-7496 April 1996 Calculations Walker Engineering, Inc. Evaluation 25-7584 December Calculations 25-7804b-8 1996 25-7804-4 & 5 25-7848-6 Walker Engineering, Inc. Calculations Aerodynamic Multiplier Sep. 2006 Walker Engineering, Inc. Calculations Restoring Moment Due to Gravity Sep. 2006 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. 0000.. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Labcoratory;.to perform • • • • .' quarterly test in accordance with TAS 112, appendix `A'. Such testing shaU bAsubmittdd M 0 000 •: • the Building Code Compliance Office for review. 0 0 0:0 0 0 0 • 3.4 Minimum underlayment shall be in compliance with the applicable RoofingoAppl�catio� e 0 00 0000.. ' Standards listed section 4.1 herein. • • • • • 00 3.5 30/90 hot mopped underiayment applications may be installed perpendiculAi'fA'& roof0slope unless stated otherwise by the underiayment material manufacturers published 11"erature. 0 • 3.6 0 This acceptance is for wood deck applications. Minimum deck requiremeiso shat be in. 00000 0 compliance with applicable building code. 0 0 :0"" • . 0000.. 0*00 NOA No.: 11-0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 4 of 7 4. INSTALLATION 4.1 Eagle Roofing Products LLC Malibu Concrete 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 (Ibq Length-1(ft) Width -w (ft) Malibu Tile 9.5 1.417 1.04 - Table 2: Aerodynamic Multipliers - X ft3 Tile Profile X (ft) Batten Application 2, (fe) Direct DeckApplication Malibu Tile 0.305 0.282 Table 3: Restoring Moments due to Gravit - M ft -1b Tile Profile 3"A2" 4":12" 5":12" 6":12" 7':12" or greater Malibu Tile Batten Direct attens Deck Direct Deck Battens Direct Deck. Battens Direct Deck Battens Direct Deck . ; • • • 6.30 6.65 6.21 6.54 6.08 6.41 5.93 6.25 5.77 6.08 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) :...:. for Nail -On System . • • Tile Fastener Type Direct Deck Direct Deck..... Ba*bhV * Profile (min 15132" (min. 19/32"...:. • plywood) plywood) . • • • . ; • • • ... . .. Malibu Tile 2-10d Ring Shank Nails 27.8 37.4 ";": 28. 1-10d Smooth or Screw 8.8 11.8 4. Shank Nail ••" 0 ' 2-10d Smooth or Screw 16.4 • • • • Shank Nails -21.§7-7.4 : a'. ' 1 #8 Screw 25.8 25.8 22. • 2 #8 Screw 47.1 47.1 49.1 1-10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Clip) 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Clip) 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip) 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Clip) 2-10d Ring Shank Nails 43.0 67.5 50.9 1 Installation with a 4" tile headlap and fasterners are located a min. of 2%" from head of tile. NOA No.:11-0321.01 MIAMFOADECOUNTY Expiration Date: 10/05/16 • Approval Date: 05/12/11 Page 5 of 7 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Malibu Tile Adhesive;'26.1 4 Large paddy placement of 54 rams of Pol ProTM. 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Pol foam Product, Inc. Average weight per pat 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Malibu Tile Pol foam Pol ProTm 1 Pol foam Pol ProTM 45.5 4 Large paddy placement of 54 rams of Pol ProTM. 4 Medium paddy placement of 24 rams of PolyProTm. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Malibu Tile Mortar Set 20.60 5. LABELING: • All tiles shall bear the imprint or identifiable marking of the manufacturer's a or logo rSee Detail Below}, or following statement: "Miami -Dade County Product Control rpved":'. ...... .... E E AGL • Q) FLORIDA MALIBU CONCRETE ROOF TILE LABEL, SUMTERVILLE. PLANT (LOCATED ON UNDERSIDE OF TILE) NOA No.:11-0321.01 MIAMrflADEcouNTY Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 6 of 7 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 DRAWING MALIBU CONCRETE ROOF `PILE END OF THIS ACCEPTANCE 0000.. .. .. 0000.. 0000 0000.. 0000 ... NOA No.:11-0321.01 MIAMI•DADECOUNTY Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 7 of 7 0000.. . . .0000. .0000. .0.0• 0000. 0000.. . .0000. .0000. . . MAMM MIAMI-DADE COUNTY EM PRODUCT CONTROL SECTION in DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.F_ov/economy 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, ci�o,� ote anc;"?"ing ....:. statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. . 0 •: 0 0 00 RENEWAL of this NOA shall be considered after a renewal application has been filed and diesa kL bee>i no•ollange • •: • • . 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 revizbhvl khange in the • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of anX ptoddct, • . for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to0•rrlply with co a • •rl,},�ection . . 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 -Category: Underlayment Material: SBS, APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: 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 MIAMFUAD; 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 6598" x 3'33/8" 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 3'33/8" 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 underlaym(;*- • : • Polystick TU Plus Roll: TAS 103 and A rubberized asphalt sel jdtiring, glass-• • **so:* underlayment 65' x 3'3 3/8" ASTM D 1970 fiber/polyester reinforcgdyUgrproofing. & • (Surface Printing) 80 mils thick membrane. Designed as a vWal roofings and roof • • Manufacturing Location the underlayment. • • ... • • so:*** #1 & #2•w•••• •••• • • • • • •w••w ••w••• • Polystick TU P Roll: TAS 103 and A rubberized asphalt w4erlhoDfing rpemhrane, ....:. underlayment 32'l W5 x 3'-1 ASTM D 1970 glass-fiber/polyester reieforced, wittV granular • • Manufacturing Location 130 mils thick surface designed for use as.1 t;e roof +... • #2 underlayment. 0000 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 MIAMFUAD; 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" x 3'3-3/8" ASTM D 1970 reinforced waterproofing membrane. Designed #2 60 mils thick as a a roof the 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 I 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 ($'Q64p- P40390.08.12-2 ASTM D 1623 : .�. 08/07/12 P40390.10.12 ASTM D 1970 Ij#0Y/'12 PRI Asphalt Technologies PRI01111 ASTM D 4977 �; 04/0$/02 PUSA-005-02-01 ASTM D 4977 Does 04 43 1 /02 PUSA-018-02-01 ASTM D 2523 **a*** 4 4/63 PUSA-035-02-01 TAS 103 *0:00: 020ne§ PUSA-033-02-01 ASTM D 1970 as 00 0 1112/06 PUSA-055-02-02 TAS 103 ;":'; 12/1(i/07 PUSA-083-02-01 TAS 103 0 0 04-06 PUSA-089-02-01 TAS 103/ASTM D4798 & GZ55oD• 07144 Momentum Technologies, Inc. JX20H7A TAS 103/ASTM D4798 & GM e 04/P:j 08 RX14E8A TAS 103/ASTM D4798 & G155 11/09/09 DX23D813 TAS 103/ASTM D4798 & G155 02/18/10 DX23D8A TAS 103/ASTM D4798 & G155 02/18/10 NOA No.: 12-0713.02 MIAMI -DAD, C UNTY 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 Il 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 type shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of PolystWAMI be applied over the underlayment. •.. • • • :000:0 0000.. • 0000.• • 0000 .• • 0000 .. •0Y••• 0000 0000•• • • 0 • • 660.00 • •0 • • • 00.0 0000•• • 0 0 00.0•• 0000•• •0000 • 0000. •••••• 0 • •0•••• • 0 •0000• • 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. Exposure Limitations (days) MTS IR -Xe TU TU Plus TU P Tile Pro Dual Pro TU Max Winter Haven, FL. 180 180 180 180 180 180 180 90 Hazelton, PA. N/A 30 30 180 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. :090:6 9. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile as;gw li$s shay be as follows: (See Table Below) .0 9999.. Tile Profile Polystick MTS Polystick IR -Xe Polystick TU, TIL. Polys ick TU Plus, TU P, Tilt.. .' ItA..' Pro Flat Tile Prohibited without 5:12 No limitation No limitation battens Profiled Tile Prohibited without battens Prohibited No limitation . 600' 9 No li4flWoli 9999 999 The above slope limitations can be exceeded only by using battens and counter battens in accordanc9e 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. 9999.. 9999.. 9999. 9999. 9999.. 9999.. 9999.. MIAMFDQDEC NOA No.: 12-0713.02 ..0 , �3 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 maljufaftger's name or logo,"";' city and state of manufacturing facility and the following statement: "Miami -Dade Munty ProUrat.Untrol •- Approved" or the Miami -Dade County Product Control Seal as shown below. ...... . ...... MIAMI-DADE COUNTY • • • • • • • • • •••• • •• ••••• •••••• •••• ••••• BUILDING PERMIT REQUIREMENTS: Application for building shall be accompanied by copies of the following: • • • • • • permit • 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properlyoeftluate the installation of this materials. NOA No.: 12-0713.02 MIAMI•DADE 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 TV 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 the 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 171 s11 r Cement to the area in need of repair, followed by a patch of the Polystick material ohte;V should he set and hand rolled in place over the area needing such repair. Patching membrane shall " "nimu.v8f b • inches in either direction. The repair should be installed in such a way so that waterami4aun parallel 4o or over the top of all laps of the patch. • • • • • • • 10. All self -adhered membranes must be rolled to ensure full contact with approved subs �a�g •Polygl��,s„ requires a minimum of 40 lbs for a weighted roller for the rolling of the field membr4nc' 6Vand rollers aj:� acceptable for rolling of patches or small areas of the roof. Brooming may be used W,lwe.slope prohibits rolling. • 0000.. 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. j>,;; • 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. 0690V 6 669666 .6666. 0000. 0 66666 666666 6 0 660606 666666 0 0 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. END OF THIS ACCEPTANCE .090.0 0000.9 .. • 000000 ..60..00 9 0000.. 0000.. 0000.. 0000 .. 0000 . 90 90.09 . 00.00 . 90 . . 0000. 0000 .. 0000.. ...9.9 . 9 .000.. .9.60.. 0 . 0 . . .. 00,00. 00 . 0000 . . � pNOA No.: 12-0713.02 MIAMFDADE COUNTY Expiration Date: 09/13/16 II�III! •• � � Approval Date: 02/14/13 Page 8 of 8 rt Pttt)t#i c,"i 4"t C"4ttii SECTION #)t•:4`Ai+tIAIENT OF 4°43#r, tt`#"a`4'tic , s:'w etifa�4 t�ti1°, AX0 RF( i't.A`iORS' AFFAIRS (P : ) 11865 SW 2�, saevt; 3t , r 08 BOARD ANA) COOL mWa ..i-ior£crt "1.t247, sanw.eieia�ai€#�t4< :€er ar�:e dpi Company 3M Center Building 02204-5-E-06 St, Paul, IMN. 55144-1000 Sc `oPf"m `I fus N :rA is being issued tatider the applicable rales and regulations gc uernirul, the use of const. uc:tion rmaterials. `I li de£ccamentation submitted has been reviewed and accepted by l ituni-Dad County PE'RA - Product Control Section to ;)c used in N ami Dade ("csunty and other areas where allowe ecl by the Authority Having Jurisdiction t A IJ), I"itis; QUA hall nett be valid after the expiration date stated Wt ow. TheMiami-Dade County product C;olawl Section tln Miami Rader County) andfor the Aldi (in areas other than Miami bade County) reserve Lhe ritl t to have this prtsduct or maternal tested for quality assurance purposers. If this product or material tails to perf ain ill. the accepted manncr; the manufacturer will ittc.ur the expenses of such testing and the AHJ may immediawly revoke, rnodiR, or suspcnd the use of such product or material within their jurisdiction. ?ERA reserves the right to revoke this acceptance, Wit is determined by Mimic', add County Product Control cction that this proolut-t or material jails =e) melt the reel: ire ments tet the applicable building,, code. finis product is approved as desceibed hc;rcint ted leas been designedtoeomply with the Florida 14kiiidi g Code including titer•• High VOoc:ity Ijurricane Nest#e of the. Florida Building, Code. WSCRI ''t` ON: 3MTsr 2 -Component Foam Ro"Tile Adhesive -ltd LABELING: Each unit shall bear a permanent lel'with the manufacturer's name or logp. city, stag and followiih statement: Wiamimltac%County Product Gintrol Moved",'unlessotherwise noted herc:irt, :009:0 RENEWAL '4 AL of this OA shall be considered after atene al'applir;ati n has been tiled and there h0,11 hem no) cl;a4'c :. in the applicable building) code negatively affect I Ing the rf-brinance ofthis product., 0 09:00 . TERMINATION IO of this NOA will occur after the expiration date € r if there has been a revision �tctlata�� iii tl � •. •. mate rials, use, as &"ori rnanufaett#re of the, product or process. Misuse o this N10A as an endorserlierit of t ry pres to.. Cor sales, advert sing ar'any Cather purposes shall automatically terminate this NOA. Failure to comply* tF ej ry scc1iv" et q • this NCAA shall be cause f r termination and removal csfNO .. .. .. ...... ADWRT M,EN `. The NOA nu preceded 'by the words Miami -Dade County, Floride, and f1llcrwe expirrttion d,: tc oiAv l displayer in advertisen,g tit ature. if any portion of the I°tlOA is dsspl<ayee. ti ?4 shall N,, done in its entirety. .. . .... - - .... INSPECTION: A copy cif this entire NOA shall be provided to the user by the manuf4c cher or its di-tribuLors and slat' be ravai!able for inspecticin at the ub site at dkr tieMst, of the, l ui I ding Official. I"Inti rene, m artd revi,ws NC At, I i-012 .04 ar# cons is ot`p es t through h 7 - The suinnitt d d unient stion was reviewed by Alex Tigera. N'OA NO- 12-4228.19 Expiration Datea 0,5511 11 M41 E11111 Approval Date: 0511011 Page 1 OV, 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. 0000.. RoOFINC COMPONENT APPROVAL: (.:attgtrry, Roofing Sub Category. Roof the adhesive Materials: Polyurethat Thisapprove-, 3MT11 2-Comptrnent foam R `.€i1e Adhesive Ali -160 as mamifilctured by 3M Company as described in Section 2 of this Notikc of Acceptance. For the locations where the design pry:;sure requiremms, as deterraaitacd by applicable building code. dues not exceed the design pressure values obtained by calculations in compliance vvitla Roofing Application Standard RAS 127, for use with apps-owd fiat, low, and high prit Ile, voof1=i systetn using 24,omponent Po x R l"rile Adhesive A1-!-1 60, Where, the attachment calculations :ire done as a nionrent bassi' system ibr sin lc: pattyplacement. and,as an uplift based system Or double patty systcsn,s PRODUCTS MANUFACTURED BV APPUCANT. roduct Prcrr aSt Deripticr 3MT" 2-Coniponeni Foam, 1t;/A I -AS 101 Two component polyurethane fbattt adhesivc; RocifTile Adhesive AH 16t'g Foam 1)ispenscr RTF 1000 NUA Dispensing 1;;quiptracm. Pro 1lac l k 34i & 100 IIIA Dispetasiaa l:quipinent PRODUCTS' INIANUFACTURED BY OTHMS: Any ianai-fade tv,klunty Product Control l Ac pted Roof"File Assembly having za current N A which last saaotngnt resistance e values With the useof 2-ompovent Foam Roof Tile Adhesive AH -160 � � �..... roof file adhivc. '..' . 0000.. MANU AC"TC RtNti LOCATION:00'0:0. 0000 .. 0000.. 0000 erasit�:06:0: ASTM D1422 1.6 lbsJU i..... C`om re sive strenl tla ASTM D 104 1 I 1 Pan, liel to rise •, . 0000 11- PSI Perpendicular lar to ease ..:. Tensile strc ra h ATM D 1623 28, PSI Parallel it) rise Water Absorplion AS"I"A V 2712 0.€ 8 % bs.4-t` Moisture Vapor'r`rans mission ASTM E96 3 Perm ,' Ind t)isnt siCrttai stftbilit ASTM D 2126 C3. Volume Change -40"F, 2 aA,ceks. 6.I ttlutasc, C"fa gra e ci 158'F_ 100% lfurnidiv, , ;? Week (-'eli Content ASTM D 2836 96% Expiration Bate, 05301,17 Approval Date: 0Sf 10112 Page 2 ol"? 0000.. 0000.. 0000.. 0000. 0000. 0000.. . 0 0000.. .0090. . . Note: The physical properties listed agave are pr"ente $as typical average values as determined by accepted ASTM test methods and 'are sithie t to nonnal manufacturing variation. EVIDENCE SITOMITTEl)- fes TLS ti€iet° 'Test, . e/Ret rt Date Center for App)icd Engineering €neering 9 -Of1 TSS lfi 257919 -IPA TAS 101 12 161;96 25-74313-3 S611) 11-93 i 0:2 45 ! 91 25.74394 25-7438-7 Ss'1-f) I I -€t I t `;02 '�'S 215-7492 SS`D I l-93 "1 Stile: Laboratories ?+t _589-6-1 1 ASTM D 1623 021,,0 141 ll(Ayr er-s DivisioTi IZk nnech Lab ralmies, Inc. 9+374t ASTMI F 108 041,30"93 Southwest Research Ir stitkrtc 1-6743µ011 ASTM F 108 11;1 1;() 01-67359-062bt I I ASTM E 114 011 fr;`tl Celotex Corp"Festing Services 52W4-2-1 TAS 101 10 /2' 9 8 5201091 TAS 101 12`2 8, 520109-2 526 109-3 20l - 52Tll09-3 520109-6 0107 0000.. 320191-I TAS IEII ; • tn`Q7; y 521FEYs —!-I .'., ' ;0000. 0000.. • 0000.. • LIMITATIONS: .... .. L i=irc claSsificati€rn is not, Part of this acceptance. Referto the Prepared Roof Tile ssernl)l f rtik* ting, ' •"• I IzMT2-f ottaponent Foam Roof Tile Adhesive: H-160 shall solely be used with flat. low, &:.", i iai� lrrc�€i#�,�,•�; ..F .. 3, i ittirat rtr kittdc=ta nrerr€: -,hall b in € trt liart€e with the oofing Application tion Standard RAS 4.,.1' �'... • 4- hoof i`ile tttat ulact res;acquiring a a:e for the use of .3NI 2 -Component T"€xt m +°r+«q`-;Ie ;%;csivC X3.1..:. 160 roof fila adhesive with their tile as ` ; Wes shall Wit in accordance with TAS 101 • • • 0000 S R€ rf Tile man€afact€kres ac uirin a nce f€�r the us ft"it� T T -S `T i r€ o tile ad e sive i i h tIi€"ir lite..:. zrsserrahlie✓s Shall test irk accordance withTAS 101 With section 10-4 as rttc4fied herein, F' NIS NOA �No- 12-0223.18 t FApirra f ara Date. f I DI17 Approval Date 05/10M Page 3 of 7 0000.. . 0000.. ...... • 0 .060. 0.669 .00060 0. 60000• . • .0000. I. ')MFm 2-Cnvonent !"grant Rcrtrf'"f`ile Adhesive H-16 m,,iy be € sed with any rooftileassembly having a current NOA that lista uplift resistance value%% with the teic of 3 MT2-C omptanent Foam Root"File Adhesive AH -1 ti(), ;;WW" 1_ -Co fx')nent Foam Roof Tile M esiveAN-1 60 shall be pplied in comp iatace wi'tli tfic Compvtacnt 'application section and the corresponding lacement Retails noted herein. The roof the a,,sentlaly's aadhesivc attachment with Elie use t`3MT 2 -Component t=ea Roof'rile Adhesive AH -1 Esti shrill provide sufficient attachment resistance, expressed as an uplift Based system- to meet or exceed the uplift resistance determined in compliance Wilkh l ianti-Rade County Roofing application Standards RAS 127; "Circ adhesive attachrneot ,lana, is noted in the roof file assembly NOA. , VkITA 2-t € mponeut Foa rn Roof TileAdhesive ABI460 and its component-,, shall be installed in accordance v. i h Rool'ing Application Standard RAS 120and IM Compaii,y,'s aft ?-^C;tffraponent Foam Roof "milt: Adhes v e 1{_ 160 Operating Instruction and Maintenancie Booklet. Installation must be by a l" sentry `Grained `Qualified Appiicattrrs approved and licensed by IMI, Company, I N4 Company shall , €apply a list of approved applicators to the authority having,jaarisdictican. ?. Calibration of tile. Foam Di pen RTFlO(')tl dispensing equipment is required before: application ot'an;, adhesive. The mix ratio between the "A"component alto the "B" cptnponent shall N maintained between l X0-1.1 5 MY I ,o lBt. The dispenw tinier shall be set to deliver 0.0175 to O. 15 pounds per as determined at calibration_ No other scaings shall be approved. ha 3MI2.:Cofoponent Foam Roof Tile,.wive N -!Elly shall be applied with Frear Dispenscr R"l'I'littJO or ProPac k, 30 &.Intl disipensirtl; equipment only, w l"" 2-C ompone€at 1,tYam RoofTile d esiV 1-lalCifi shall not be e_xposed per tanently tat sunlight. , "I`iles Must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after 3 ETV 2- C omp€€ rent Foam RoofTile Adhesive Aid -160 has been dispensed- 9, dispt si - , .3MT 2 -Component Foarn Roof Tile Adhesive -160 placementand minimum patty weight shall be in . accordance witli the in. each generic tile' profile requires the: speciliq,plaa eiiient ntVf f. f herein, • • • Table I; Adhesive Plat Ott Fort4ch Generir lti r�3lc f •,... • Tile Profile Placement Demi Single P*dcfy Wei itt i 'wn PadiV ,etl}ht per!*•00 • • l rn) paddy l� JVTgr�amN) • 1 • • • -A FLt ; A All 3N-11"2-t:onip neat Fcarn Roof dile Adhesive A14-160 containers shall comply with the Standimi Cot dition, listed herein. 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. .0000. ....�. .�.... ...... ..... •�w�• •a���• • • s •����• • •����• • • m Dounu *Arn • • 9999•• • • • 9999•• cum an iia Otwe Fra � sing& Noy top *1 We �,�t, IGT Ott, r fason cia boy x ttntil� ..vim •••••• •• • • • ° ••.0.• INN, .. . .. 940.66 • ia� fit" *000 • • ..,...• • a 9.99.9 . 'top of ••••••Oft • 9999•• • • 1 '. ••. • 9999 • 9999 END OFITHIS ACCEPTANCE OA 'No,: 12-ts228e t 8 :+ pi ration Date 110t 17 Approval a1 W10112 Fags 7,a# • • 9999•• • • • 9999•• 'o.vncs�,VuuficacionFwm iIV1!'L?Ot0 M1AM!CAD� "►trtfvN�kM WIN furitwKr ivwl MOP* sl:C riw 1324 IIIGil VELOCITY HURRiCAINS ZONES-11EQUIRED OWNERS NOTiFICATIOV FOR ROOFLNG CONSIDERATjpVg .1324.2 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, Buitding 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 i terp 0as been explained 1. Aesthetics -workmanship: The workmanship provisions of Chapter 13 (High Velocity Hurricane Zone) cus 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 u rotor or architectural appearance, that are not part of.a zoning code, should be addressed P art of the agreement between the owner and the contractor. 2. Renalling 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 Code. (The roof deck is usually concealed prior to removing the existing roof system). EZ13. Common roofs: Common roofs are those which have no visible delineation between neighboring ,:In 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 4. Exposed eeiUngs: Exposed, open beam ceilings are where the underside of the roof decking can be vieweid fromeow, 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 000 rn 'ntaining this appearancm •••••• 3. Ponding water: The current roof system and/or deck of the building may -net �IrainrwOf and rrpay•:0 cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an hidiMion of shucturat....: distress and may require the review of a professional structural engineer. Ponding may *s often tea l ile cx'pectancy and performance of the new roofing system. Ponding conditions may nut br i:yident until -the oritival twin g system is removed. Ponding, conditions .should be c:utTecred. • • • • • • • • • • • • • •••••• • • 6. Overflow scuppers (wuil outlets): It is required that rainwater flow off sb tttadthe ruuf int not •00•: •0.000 overloaded from a build up of water. Perime(er/edge walls or other roof extensions may blgck tttis ciischar%*.*1K.: _)verflow scuppers (wall outlets) are not provided. It may be necessary to install overtr(:w seupper3Sn0accordaiic� ,.with the requirements of: Chapter li and 16 herein and the Florida'/3uiGdin.g Code, Plumbing. 7. Ventilation: Ltost roof structuref should have some ability to vent natural airflow, through the interior of the structural assembly (the illig itselt). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, desti y a Florida -licensed engineer or registered architect to eliminate the attic venting, venting shall not be r o capers gens Signat Date: Contractor's Signature: Permit Number. Property Address: µ 4 ONVNER'S AFFIDAVIT OF EXEMPTION RO.OF'ro WALL COkmcrION HURRIC.I.VB NImGAT10N RETROFIT FOR EXISTrNG SITE. aum SINGLY FAIIILY RESIDE MAL STRUCTUREs _ hvasv .NT ro SEertov 353.844 F.S. To: tMiami•Dade County Building & Neighborhood Compliance Department t 1303 Coral Way, Suite 111 Miami, FL 33175 Ito: Owner's Name Aiyrcer f'er�uq Property Address 3510 NW 112 Terr" M14m, 4Vr0s FL 33Ibr Rooting Permit Number. Dear Building Official: I Lym AreArA _ _, certify that I am not required to retrofit the roof to wall c;The ions oY g ' f m Ot ildin because: just valuation for the structure for purposes of ad valorem taxation in less than 3300,000.00. UThe building was constructed in compliance with the provisions of the Florida Bui+Idins Code (FBC) o with the provisions of the 1994 edition of the South Floridp Bltil jng lode 11994•..•.. naiure e y Owner • ...... .... ..... Print Name ....:. STXrEOFFLORIDACOUNTY'OrMIANII-RADE �••� .... :�"': i.vom to and subscribed hetbre the this fay of NUy�0 1 (SEAL) _ LAWRENCE M BURNETT MY COMMISSION # EE151851 Personally known `.Vhen 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, Ind atfidavit of Roof to Wall Connection Hurricane Mitigation Rctmtit must be provided.