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RF-14-2306
E 101 2AI204 BUILDING PERMIT APPLICATION Miami Shores Village.Ty�� Building Department OCY 20 2014 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 �- Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 0® Master Permit No.i/�11E N - .23 Sub Permit No. ❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [:]MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION ❑SHOP CONTRACTOR DRAWINGS JOB ADDRESS: Folio/Parcel#: \\- Is the Building Historically Designated: Yes —NO' Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): �A— o Phone#: Address:` City:NK ,�r,��� � C qD State: Zip: Tenant/Lessee Name: Phone#: Email: �\Q_.iSxN G AdAw avft%Z G%n-A' rnKN CONTRACTOR: Company Name: Address: \'A.-X:�L� S City:N�L� Qualifier Name: State Certification or Registration M SL Zip: Lb— Phone#: 7- O:S of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: A00 Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Specify color of color thru the: Tc .Ah acs. ����� 1��.��'��, Q.'t c'ws COO b Submittal Fee $ _ Permit Fee $ 3W CO CCF $ 13, CO/CC $ SO - Scanning Fee $ _C1 ° 00 Radon Fee $ DBPR $ 9 • �� Notary $ Technology Fee $ i�4 0 Training/Education Fee $ Double Fee $ Structural Reviews $ 0 Bond $ TOTAL FEE NOW DUE $�� P �� (Revised02/24/2014) G� Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Zip State Zip Application is hereby made to obtain a permit to do the work and Installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $250, the applicant must promise in good faith that a copy of the notice of commencement and construction Ilen law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first Inspection which occurs seven (7) days after the building permit Is Issued. In the absence of such posted notice, the inspection will not be approved and a reinspectlon fee will be charged. (,Signature / �' ko Signature �-kc OWNER or AGENT The foregoing instrument was acknowledged before me this day of���'� . 20 by �-ko""q a '� V,&uN . who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: 9-1. as APPROVED BY (Rev1sed02/24/2014) CONTRACTOR The foregoing instrument was acknowledged before me this dayof 20 \A . by C�Oft,�4 c%-� who is personally known to me or who has produced as Identification and who did take an oath. NOTARY PUBLIC: Seal: `PaY POe�'' HANNA FADUL o r, . �. ; _ Notary Public - State of Rori N aQ My Comm. Expires Apr 30, 2( �Commission # EE 193985 Plans Examiner Structural Review Zoning Clerk F.I.E. FLORIDA INTERNATIONAL ENGINEERING &TESTING LAB INSIGHT -INNOVATION -INTEGRATION Owner's Name: 't - Job Address: Z-1 Roofing Contractor: Permit Number: FR4 G -7V 0 - Z'� C> Approximate Roof Height: l L feet Florida International Engineering and Testing Lab LLC 16701 SW 117 Avenue, Miami, FL 33177 Telephone: (305) 378 -1991 -Fax: (305) 378-1997 Miami -Dade Lab Certification # 07 -0612.11 -State of Florida ca #27273 SITE SPECIFIC INFORMATION DZkKtLJ Type of Tile: \ -:�l t-Vik-0-4, 51 Slope: 3 -L Approximate Square Footage: '7100 V ftZ Type of Access to Roof: _Ladder OtherRequired Testing Force: 35 lbs. Testing Equipmen : F.G.E. 100x Shim o Instrument Date Installed: I i k a, f Date of Inspection: V6 64 4 -------------------ezvk6---F TEST RESULTS P= PASS, F= FAIL Test P or F Location Test Location P or F Test Location P or F Test P or F Location Test Por F Location 1g 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 1 91 12 32 52 72 92 13 33 53 73 93 14 34 54 74 94 15 35 55 75 95 16 36 56 76 96 17 37 57 77 97 18 38 58 78 98 19 39 59 79 99 20 40 60 80 100 ---------------------- ---------------------------------------------------------------------------------------------- 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: S ft Area Units or ftZ No. of Tests Perimeter e Q Field Zc�p Corners 1 Hips & Ridges 140 tr111Ir1'®A� RESPE�6 i.YEa� )41�ED BY: ®.®� CLQ ••�G E r`i S S No 63107 VN"8X'T oaa °'s 4e V i l t ?q4- Stal&�®o{7 ®®,f®NA`E '* ®®o RE: Permit # 10-1 q - 236 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION AFFIDAVIT DATE: 16 lzq I-AdIL/ D, ,AsA licensed as a (n Contract / Engineer/ Architect, (Print name and drde Ucense Type) License #: FS 468 Building Inspector On or about Ot L_ 9.q , 700 3 ,1 did personally inspect throof deck naitin and (Date & time) Secondary water barrier work at ON loo '5j— (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Man I (Based on 553.844 F.S) Signature ` State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this Notary Public, Sate of Florida at *General, Building, Residential, or Roofing Co permit # and address # dearly shown marked Revised on 5/21/2009 deck for each inspection ALEJANORA BRITO Notary Public - State of Florida My Comm. Expires Jun 10, 2018 Commission ,# FF 101837 plane of the roof with From -.ISAAC ROOFING 3052345753 10/20/2014 09:07 #237 P.001/001 A� �a CERTIFICATE OF LIABILITY INSURANCE DATE(Omwl 10/14/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: N the certificate holder Is an ADDITIONAL INSURED, the poficypes) must be endorsed. If SUBROGATION IS WANED, subject to the terns and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such andorsemen s . PRODUCER Frank K. Furman, Inc. 1314 East Atlantic Blvd.&Qmss.laura@furmaninsurance.com P. O. Box 1927 Pompano Beach FL 33061 Laura Suratt PHONEgoo is 94* (954)943-5050 19S4) 942-6310 ►CY INSURER(S) AFFORDING COVERAGE NAICe INSURER :AXIS Surplus Insurance Co 26620 INSURED Isaac's Roofing 9 Insulation Corporation PO Box 973135 Miami FL 33197-3135 INSURERB:OhICI Security Insurance Co 24082 ENsummc:Commerce a Industry insurance INSURER D: IN§UM E: INWM F COVERAGES CERTIFICATE NUMBER' REVISIAN NUMRFR- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. OR JaL TYPE OF INSURANCE ADOL Y POLI ►CY LIMITS . A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY m CLAIMS -MADE 1z OCCUR FLGLY00947AX 0/15/2014 0/15/2015 EACH OCCURRENCE $ 1,000,000 $ 50,000 MED EXP LAU one $ 5,000 PERSONAL aADV INJURY 1,000,000 GENERAL AGGREGATE $ 3,000,000 rAGGREGATE LIMIT APPLIES PER: OuCYFX-1Pen-LOC PRODUCTS -COMPIOPAGO $ 3,000,000 $ 8 AUTOMOBR.EIAIILnY IX ANY AUTO ALL OWNED A� LED AUTOS HIRED AUTOS x AUTOS WED 1555801829 0/22/2014 0/22/2015 INME LIMIT Si1, 000 0 QO BODILY INJURY (Per p—m) $ BODILYINJURY(Perooddent) $ PROPERTY DAMAGE $ $ C X UUBRELLA UAB EXCESS LIAR x OCCUR CLAIMS -MADE 020745106 0/15/2014 0/15/2015 EACH OCCURRENCE $ 51000,000 AGGREGATE $ 51000,000 p/l $ WORKERS COMPENSATION AND EMPLOYEE LIABUJTY Y / NFR ANY PROPPJETORIPARTNERJEXECUTNEEL OFFICEWMEMBER EXCLUDED? yes' k1 NH)E.L. DESCRIPTION OF OPERATIONS below I N / A I WC ,STA 01w EACH ACCIDEM $ DISEASE - FA EMPLOYEEs E.L. DISEASE - POLICY LIMIT $ DESCRLPTION OF OPEtAT1DRS / LOCATEONS / VEMtCM (Atlach ACOM 101, Additlenet Remarks Schedule, at more apace la roquim& Roo" Cwdm* or 13057SS8972@efaxsend.com Village of Miami Shores 10050 N.E. 2nd Ave. Miami. Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE DeJong/LB ►CORD 25 (2010/05) ®1988-2010 ACORD CORPORATION. All rights reserved. V.411125 t2nimw%n1 TuftAf`r%on nawae nn -E Inns aro rnniets rarf mor4re n1 AP'nA11 4 iRIP Is Nil - Y [�r TJGURI r.7' fr- 1 Y -- 2--306 Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2^d Ave Miami Shores, Fl 33138 Re: Owner's Name:�'.kll Property Address: QL )-(�i ML a Roofing Permit Number. Dear Building Official: I �o14.cJ !L 6 certify that I am not required to retrofit the roof to wall connections of my building because: ❑ The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) (�&ature )% State of Florida County of Dade (Print Name The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Swom to and subscribed before me this \ —t"') day of Notary Public, Sate of Florida at Large • When the just valuation of the structure for purpose of ad valorem tarmtlon Is equal to or HANNA FADUL Notary Public - State of Florida dy Gomm Expires Apr 30, 2016 Commission # EE 193985 SFBC. Than you must provide a building application from a General contractor for the Roof to Wall connection Hurricane Mitigation. Revised on SQ1009 FBC nor a 1994 MIAMaQA►DE Miami -Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" Section A (General Information)_ Master Permit No: Process No: I�Ci61� Contractor's Name: Job Address: 1270 NE 100 Street Low Slope ❑ Asphaltic Shingles ❑ Sprayed Polyurethane Foam Roof Category Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Other. ❑ Mortar/Adhesive Set Tile ❑ Wood Shingles/Shakes Roof Type ❑ New Roof ❑d Re -Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes ❑✓ No If yes, what type? ❑ Natural ❑ LPGX Roof System Information Low slope roof area (ft.2) 578 71 Steep Sloped area (ft.') liwo 11 Total (fL2) 2568 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 (aj: Corner Size (a' x a'): 84 -19- 17 FLAT ROOF 15 Qt--- Chimney -55- • • 2�• .0.000 • • • i 00!00• ••!• ••••• .:I ��-v � • 0000!• • • 7 • • r,,ED ®AT1= BY •:• :9 0000•! ....• 0000 00!00• j • I!,IG DEPT 00.0•• `BLDG DEPTJ:�' • . • •• 00000. 0.00 SUBJECT YO CCNIPLIF.NCE WITH ALL FEDERAL 0.00 STATE AND crr tj i f RULES AND REGULATIONS Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section Q(Steen Sloped Roof System) Roof System Manufacturer: f4eO42z7_z Product Approval Number: ! z " ' ZZ 2- s 4!92.. Minimum Design 1Nind Pre ures, If Applicable (From RAS 127 or Calculations): oo P1 • a , P2: _/�k- :L._12_� Maximum Design Pressure Product Approval Specific System: A V 7 Method of Tile Attachment: AO�ql_j Steep S1oQed System Description Deck Type: Roof�bpe: :12 Ridge Ventilation? Mean Roof Height: Underlayment: F .. e.;Orl :1 Barrier: f/q Fastener Type & Spacing: ® �� AdhesiveE. oyOl Type: �i Type Cap Sheet: • • •AS Roof Covering: 06600 0 0000. � � :0:: . /.Type & Size Drips••• Edge: • IL 1 00.00 .� ..•00. A .• 0000. • . . :see:* 0000.. 0000.. .. . Goes Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section E Tile Calculations For Moment based the systems, choose either Method 1 or 2. Compare the values for Mrwith the values from Mt. If the Kvalues are greater than or equal to the M, values, for each area of the roof, then the tile attachment method Is acceptable. �1A thod 1 "M ment Based Tile Cal ulaiions Per RAS 127" x A*�/ M„ / Product Approval M, 5$• 7 (P x Ai�i = - M9: ��-� = M .� Product Approval A P � - )-M9 417T. ( s� x g:Me oduct Approval Mt 38..E Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (MJ From Table Below Product Approval Mt_ 'Must be used in conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. 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 the attachment method Is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" M R u€red Moment Resistance* W: x cos 0: ^ F, Product Approval F' Mean Roof Height --11- Rocf Slope 1.61 20' 26' 30' 40' 212 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37A 39.8 4:12 30.4 32.2 33.8 35.1 37.3 512 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:92 24.4 25.9 27.1 28.2 30.0 'Must be used in conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. 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 the attachment method Is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" W: x cos 0: ^ F, Product Approval F' (A2: x 1. = x w*= __i - W: x cos 0: = F,2 Product Approval F' {P3: x 1: - x w:= _ 1- W: x cob 0: =_= Fr, Product Approval P Where to Obtain Information Description Symbol ere to Lind • • •: • ...... aesgn Pressure P1 or P2 or P3 RAS 127 Tabic 1 or by an erowering analysis ed by PE•basea on A •/ • • • Mean Root Height H Job Site 600666 • • • • • . • • • • Roof Vop e e Job Site 090006 • • • 08090: AerodynaMID Mullipliter k Product Ap Restoring Moment due to Gravity Put, prpd"I 0060 Approval • . • • Attachment es6-tance Product Approval 0000 • • •• 000000 R Required Mornem Resistance M, {Calculated• • • • • • • Minimum Attachment Resistance F Product Approval • • • • • • • • Required Up6fi Resistance F, CaWated• • Average Tae Weight W Product Approval • • • • 0066*: Tile Dimenions 1 � �� Product Approval • • • • • • • mon iabiks must be submitted to the Bu�ldma OiPrral at thw limo nt -1,sn. n �s . • • • • • M1W MIAMI -BABE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, EN 6IRONMEN t`, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DNISION Miami, Florida 33175-2474 T (786) 3 I5-2540 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) �vw.v-miamidadc.Qovlgara Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -bade 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: Barcelona 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure 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 fgllowgd by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, Wolf shall be..... done in its entirety. • ..' i .... •' ...... .... ...... INSPECTION: A copy of this entire NOA shalt be provided to the user by the man ufactamrvr its distributors and ;. •..; shall be available for inspection at the job site at the request of the Building Official. • • • •. ; • • •. ' .... . .. ..... This renews and revises NOA#07-0220.04 and consists of pages 1 through 7. • • • • • • • • • • ' •' • • • The submitted documentation was reviewed by Alex Tigera. • • • • • • • • • • • • • marl cu vTv $t4A A.: 12-0222.10 �[ . • • , ExpivatiotaDate: 0�1�251i • Approval gate: 041WO • • • • Pageiof 7 ROOFING ASSEMBLY APPROVAL Category Roofing Sub-CateQoa: Roofing Tiles Material: Concrete Deck Type: Wow I. SCOPE This NOA approves a system using Barcelona 900 Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design Pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system.. 2. PRODUCT DESCRIPTION Mannfactnret by Test Product Anplicaut Dimensions Specifications Descr129211 Barcelona 900 I = 17" TAS 112 High profile, interlocking, one-piece, 'S' . W= 13" shaped, high-pressure extruded concrete roof A" thick the equipped with three nail holes. For direct deck or battened nail -on, mechanically fastened, mortar set or adhesive set applications. Trim Pieces Length: varies TAS -112 Accessory trim, boosted Barcelona, concrete Width: varies roof pieces for use at hips, rakes, ridges and varying thickness valley terminations manufactured for each tile profile. 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales, FL. 2.2 SUBMITTED EVIDENCE: Test Aseney, Test Identifier Test Name/Report Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 & TAS 102(A) Redland Technologies 716I-03 Wind Tunnel Testing Dec. ijjL • •• Appendix 11 TAS 108(Nail-On) • • • • • • • • Redland Technologies P0402 Withdrawal Resistance •••Se t. i90•• p • 00..00 .. Testing of screw vs. smo$�h• : ...... Redland Technologies Letter Dated Aug. 1, 0 . shank nails Wind Tunnel Testing • • • • • Aug. P991. • • • • • • • 1994 TAS 108 (Nail -On) 00;00; 0••••. 0.00• .. .. .000 0000.0 r�taMca► aF courrr�r 0000.. . 1�OA•N"a.: 12-0222.00 . 00000 0 ExpirationfDate:03MIly . . Apphuai We: 04119,ii.Z. :**0*: Page 21f 7 Redland Technologies P0631-01 Wind Tunnel Testing July 1994 0000.. TAS 108 (Mortar Set) Professional Service Industries, IC -1320-94 Physical Properties Feb. 1995 Inc. 0000.. TAS 112 The Center for Applied 25-7688-3 TAS 101 (Adhesive Set) June 1996 Engineering, Inc. 25-7688-10 TAS 101 (Mortar Set) July 1996 The Center for Applied 25-7688-5 Static Uplift Testing June 1996 Engineering, Inc. 0000. TAS 102 0000 0000 0000.. (3" Headlap, Nails, Direct 0000.. • Deck, New Construction) • • • •: • The Center for Applied 25-7688-4 Static Uplift Testing June 19% Engineering, Inc. �"•'� TAS 102 (4" Headlap, Nails, Clips) Celotex Corporation 520111-3 Static Uplift Testing Dec. 1998 Testing Services 520191-2-1 TAS 101 March 1999 Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 1999 Walker Engineering, Inc. Calculations Two Patty Adhesive Set April 1999 System Walker Engineering, Inc. Evaluation 25-7183 March 1995 Calculations Walker Engineering, Inc. Evaluation 25-7094 February 1996 Calculations Walker Engineering, Inc. Evaluation 25-7496 April 1996 Calculations Walker Engineering, Inc. Evaluation 25-7584 December 1996 Calculations 25-7804b-8 25-78044 & 5 25-7848-6 Walker Engineering, Inc. Evaluation Restoring Moments Due to February 2007 Calculations Gravity Nutting Engineers 122 TAS 112 January 2007 .000.0 0000.. .. 0000 0000.. 0000 0000.. 0000.. 0000.. 0000 .. 0000 . .. 0000. 0000.. 0000 0000. 0000 0000 0000.. 0000.. • 1�OA'iY$.: 1Z-O�ZZ 0Z • • • •: • Mt tioAoB rrrr , Expiration pate: 80611r APPt4YjM %Lte: 0411992. �"•'� Page. 3bt7 3. LnwrATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with 'TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing 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 shalt be in compliance with the applicable Building Code. 4. INSTALLATION 4.1 Barcelona 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 2: Aerodynamic Multipliers - i (ft ) Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (lbf) Length-1(ft) 1 1 Width -w (ft) Barcelona 900 1 11.5 1 1.417 1.08 Table 2: Aerodynamic Multipliers - i (ft ) Tile Profile ?. (fe) Batten Application a, (if) Direct Deck Application Barcelona 900 0.289 0.313 Table 3: Restoring Moments due to Gravity - Mg (ft4bf) Tile 2":12" 3,,:12" 4":12" 6,,:12" 6'x:12" 7'x:12" or Profile .. O GOOD D 0.0.00 D.GG 0000% greater Barcelona 900 Battens Direct Battens Direct BattensDirect L Battens Direct I Battensl Direct Battens Direct Deck 1 Deck Deck 1 Deck Deck Deck 1 .... 7.28 8.13 1 7.21 1 8.05 7.10 7.93 6.96 1 7.78 6.79 7.61 6.61 7.40 APPROY�D .. O GOOD D 0.0.00 D.GG 0000% DD.•G. • 0000 00 O 0 • G • D . .... . .. ..... ...... 0000 00000 .. .. 0000 00000:0 1�'OAON®.: 12-€4222.06 • • • • : • Expiration Mate: Dai MY G G Appfe,01 mate: 04/19AIao :GOOD: OOOOs Page Alt 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nall -On Systems Tile Profile Fastener Type Direct Deck (min 16132" plywood) Direct Deck (min. 19/3211 plywood) Battens Barcelona 900 2-10d Ring Shank Nails 28.6 41.2 19.4 1-10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2-10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 .#8 Screw 20.7 20.7 18.1 2 .#8 Screws 43.2 43.2 29.8 1-10d Smooth or Screw Shank Nall Field Clip) 23.1 23.1 19.0 1-10d Smooth or Screw Shank Mail Eave Cll 29.3 29.3 24,0 2-10d Smooth or Screw Shank Nails Field Clipj 27.6 27.6 38.6 2-10d Smooth or Screw Shank Nails Eave Clip) 38.1 38.1 41.8 Table 6: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Barcelona 900 Adhesive 29.3 1 See manufactures component approval for installation requirements. 2 Dow Chemical TiieSond Average weight per patty 10.7 grams. Pol foam Pmduct, Inc. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft4bf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Barcelona 900 Polyfoam PolyRro7m 86.8 Polyfoam Pol roTs 38.74 3 Larne paddylacement of 63grams of Pol ProTm. 4. 4 Medium ad placement of 24 rams of Po! Pro . . Table 7: Attachment Resistance Expressed as a Moment - Mf(ftdbf) for Mortar Set Systems • Tie Tile Atiilfi&nt *so* Profile Application Reigstance 6 oboe • • Barcelona goo Mortar Set 4. 5. Tile -Tate Roof Tile Mortar • • 66.09• •••• •• •• •e•6 lA .:12-g22i.V WMh F OUN O4 =HWASIN# Expi gationpate: U;fi' r? ApVgj*l bate: ©4119jV. Pag,ep,$f 7 6646•• a • 6 i • ••966 • • • 6666•• • 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". LABEL FOR BARCELONA 900 TILE (LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE 6. Buiwm PERmrr REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. •••••• • rt30A•Nt.12-0222.02 Expiration Date: Od 8Ar Appfgv.0 0te: 04/1942. Pag46$C7 PROFILE DRAWING m BARCELONA 900 CONCRETE ROOF TYLE END OF THIS ACCEPTANCE Ar'PRpVED .... . .. ..... .... .... ...... SOX 4.:12-4222..(12 ....:. Expir,otian Date: *Mff AppA^p%M ljate: 04/10" : • • • •: Papt,Q€ 7 COUNTY MIANII DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADNMMTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv 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 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: 3MTM 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 en4orsepnent of snyVroduct .4m . Wes, advertising or any other purposes shall automatically terminate this NOA. Failure t8.g0n 1y withamy section of 0000.. this NOA shall be cause for termination and removal of NOA. ' 0000 0000.. 0000.. 0000.. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, mida, and:fdldwed b}1 the expiration date may be displayed in advertising literature. If any portion of the NOA is di�aryed, thenjt gfiall be g g, • in its entirety. • 0000 0000 0000.. 0009.. . 9 INSPECTION: A copy of this entire NOA shall be provided to the user by the :or its-distpibutors•and:- shall be available for inspection at the job site at the request of the Building Official. g • . : 0 ego*:0000: This NOA revises NOA 12-0228.18 and consists of pages 1 through 11. 00:9 The submitted documentation was reviewed by Juan E. Collao, R.A. Cam NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 (r4 Page 1 of 11 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: 1. Tomball, TX. PHYSICAL PROPERTIES: Pro e Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content 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. APPROYED� NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 2 of 11 %so% Test Rosults • a eases e ASTM D 1622 1.61bs./fl.3 ...... .... a ...... ASTM D 1621 18 PSI Parallel to rise ... • • ; 12 PSI Perpendicular to risO •". :'. '. ....: ' ASTM D 1623 28 PSI Parallel to rise "• a s a e s s s e a ASTM D2127 0.08Lbs./Feeaseee see• sss•e .... .... ...... ASTM E 96 3.1 Perm / Inch .' ASTM D 2126 ...... +0.07% Volume Change (a AlF., 2 ...... weefkl . +6.0% Volume Change @$ 58.'F. 100% Humidity,2...: • • "" • weeks ASTM D 2856 86% 0000 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. APPROYED� NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 2 of 11 EVIDENCE SUBMITTED: Test Aeencv Test Identifier Test NamaMmort 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 ASTM D 1623 04/18/12 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[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: :Soo. 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Ass#y for fire Rting. ; 2. All approved products listed herein shall be labeled and shall bear the imprint or identifiable markkrgef the ...... manufacturer's name or logo and following statement: "Miami -Dade County Product•Centml Approved" or two . • .: Miami -Dade County Product Control Seal as shown below. •"". :'. 0. • .... . .. ..... MIAMI•DADE COUNTY • .... • • • • • • ... • A' '• 1 •• •• ••.• •....• 3. 3M7 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, jaw;* high tilesprofiles. 4. Minimum underlayment shall be in compliance with the Roofing Application Standard RA9 120.;""' 5. Roof Tile manufactures acquiring acceptance for the use of 3M7 2 -Component Foam Rbof rile AdWit►e AIS • 160 roof file adhesive with their tile assemblies shall test in accordance with TAS 101. 0009 6. 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. NOA No.: 13-0502.02 r�=UNTr Expiration Date: 05/10/17 JAPPROVEDI Approval Date: 12/12/13 Page 3 of 11 INSTALLATION: 1. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 may be used with any roof the 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 tle 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 the 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)• 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. S. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 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. .000.0 NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 4 of 11 9066.. .. . 9006 • 6 0000.. 0000 000000 000.00 . . . :0069: 000.. 4.96 .. . . 0000 . .. 0000. . . 0000.. 0000 0000. 0 4 9 . .. .0 9006 .4.9.. 40.4.4 . 4 . 00000.. ..66.. .. . .. ...6 6490 NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course - Flat, Low, High Ali Eave Course 17-23 sq. inches 45-65 Profiles •••••• • Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at • overlap Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal 17 grams per bead • • •••••• edge) 20-25 sq. inches each bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All 3Mm 2 -Component Foam Roof Tile Adhesive AH -160 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. NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 5 of 11 •••••• •••• •••••• • 0. •••• • •• ••••• •••••• •••• ••••• • • • • • •••••• VOW 00*0 NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 Nati through plastic cement Paddy (Beneath Tile) (when raqutra) Underhiyment ° ~ 106 Batts optional EanCou �• u a��� t0�1 Faso. 21 Eaw Closure Nab through plastic cement (when required) 10 In. X\' 21n.wMe mittens optional Eave Closure Nag through plastic (when required) Paddy (Beneath Tile) IUnderlayment e i e ` 2 in.wide Battens optional Eave Course Fasda Weephole loin. 2 in. Eave dosure Drip edge Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the the being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the cave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the the closest to the overlock of the tile being set. 2. Continue m same manner. Insure approximately 17 (109.7 cm) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile 0000.• 1. Starting at the eave con",e, apply a Mjpjmum (50.8 nun) x 10" (254 =m)a 1" (25.4a&) foam..: • paddy onto the underlayment positioned as shorn 6 a ; under the pan portion gf *e file clWcj;t to the ' overlock of the tile beingSdt. 00.00. 0000 0000. 60 •6 0000 0000.. 2. Continue in same mane ,.ure approximately 17.' (109.7 cm) — 23 (148.0 clh;square inch adhesive-: - contact with the underside of the tile. ;. a. 0; •• • 0000 • • . 0060 NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 Nem pl'sdc cament i(BeneathTile)� Unde►layrtmm ♦ o � J `w It 71n' Battensopdonal ' Em course o(r` Fasda tin Em Claswe Nail through plastic cement (when reauked) Paddy (Beneath Tile) MR Batters Optional loin. 1� Eave closure APPROVED) Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm) – 23 (148.4 cm) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x T'(177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm) -12 (77.4 cm) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the cave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the file closest to the overlock of the the being set. Insure approximately 17 (109.7 cm) – 23 (148.4 cm) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x T'(177.8 mm) x 1" (25.4 mm) foam���add- onto the underlayment positioned as shown un, . tfie pan *—:o portion of the tile closest to the vver1gj*8f the tile •. being set. 446:46 0.00•• 000000 • 0 • •0000• 3. Continue in same manners � app>ptely 1�,... (77.4 cm2) -14 (90.3 cm2 .sqv a inchadhedve • •: • •' contact with the underside otithe tile. ' • • • •' • • • • • • 000.00 • • • . • 0.000. 00.00. (Instructions continued on tWPfge) ' . .. . 0 0000.000 • 0 000* NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED Nail through plastic (when mquired) Paddy (Beneath Tile) Underleyntent , y Battens optional , �� �,� Ea><ec•ttr�e Fasaa Weephole 10 ht. 21n. Eave doses Drip edge High Profile / Single Pan Tile 1. Starting at the cave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the the closest to the overlock of the tile being set. Insure approximately 17 (109.7 Cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x T'(177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 1T' (109.7 cm) -19 (122.6 cm) square inch adhesive contact with the underside of the tile. 502.02 hoaM ®I NOA No.: 0 /10/17 .. ; � Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 8 of 11 *00 • **fees • • • •fes •• • i • •• as +••• se••••• •fef•f • e •e••s• • • • • •0000 502.02 hoaM ®I NOA No.: 0 /10/17 .. ; � Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 �� PraflleTQe Meffimn PmMoTQe APPROVED Fasda tile) On the cave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (10 1.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 int (109.7-148.4 cm) of adhesive contact with the underside of the the 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x V (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening nb for flat tile, or under the pan portion of the tile, closest to the underlock for the second course file to be installed. Insure approximately 8-9 int (51.6-58.1 cm) of adhesive contact with the underside of the tile. (Instructions continued on next page) •080.0 NOA No.: 13-0502.02 Expiration Date: 05n0/17 Approval Date: 12/12/13 Page 9 of 11 809.0• .. 0000 0000.. 0000 0000.. 0000.. 0000.. 0000 .. 0000 .. 0.00. . 6 0000.. 0000 0000. •• •• 6.66 0909.• • •0.9.6 • • • 0 6 . 00000• 00.60• • • • •6960• 00 NOA No.: 13-0502.02 Expiration Date: 05n0/17 Approval Date: 12/12/13 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) 9oglepeddyoodertue Paddy[6etsemtaes) Baums Skok jW - !24bh • � a=•.��, may® poi dile- `•. Fim -s Weephok 10 2&L Fmwd� Hip ProfitaTOe 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x3/41, 09 mm) paddy on top of the cave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm) -11(71cm) square inch adhesive contact with the underside of the the at the overlap and 7 (45.2 cm) - 9 (58.1 cm) square inch adhesive contact with the underside of the the at the head of the tile. Continue in same manner. tM1AMFD�►bE couxn NOA No.:13-0502.02 JAPPROVEDI Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 10 of 11 .eese* • sees.. .. . sees • sees@* sees Doss** sees.. D sees.. Des* .. . . • sees.. sees sees. • sees* sees ....:. *D*D.Ds e . s . 0000.. • DDo0DD D . eD**o* .. sees •0000 tM1AMFD�►bE couxn NOA No.:13-0502.02 JAPPROVEDI Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 10 of 11 1) Place enough adhesive to achieve GS to 701 In contact with the pan tile. 2) Tum covers upside down. Place adhesive in to 1 In. bom outside edge of cover tile. Then Install the tile. Sum 2oto'.%% 2S sq. In. contact area. -, � (molar shown) ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Steep pitch applications (when required) point -up Mortar on longitudinal edges of the Remove top portion of the eave course cover tHe.Abut to second course of pan tiles. Ensure eave end of pan and covertiles are flush at eave line. Two Piece Barrel - High Proflle Tile Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm) — 70 (451.6 cm) square inch adhesive contact with the underside of the pan tile. 3. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25A mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm2) - 25 (161.3 cm2) square inch contact area on each side of the cover tile to the pan tile. Continue m same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is require,• ?A50.8 nXl... x 4" (101.6 mm) nailed pr tte tie wim system using galvanized, stai4Ws, steel, of capper wire esti: • compatible nails may be weed. ' END OF THIS ACCEPTANCE .... . .. ..... ...... .... ..... .... .... ...... NOA No.: 134)502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 11 of 11 9 r M1 MIAMI -DARE COUNTY E ` PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www•miamidade.goy/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, 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 revMon or chanje.jrthe materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endQ> p@nt of any product,o • • for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply vAth any section • of this NOA shall be cause for termination and removal of NOA. 00000 0.. ..... ADVERTISEMENT: The NOA number preceded by the words Miami -Dade Count, Florida, ;AFfollowed. by the expiration date may be displayed in advertising literature. If any portion of thF N+O�+, is disXt&y thin • • it shall be done in its entirety. 0' INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distn` Qrs 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 RooFLNG ComipoNENT APPRovAL Ca o : Roofing Sub -Category: Underlayment Material: SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: NOA No.: 12-0713.02 MIAMFDADE counmr Expiration Date: 09/13/16 JAPPROVEDI 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 3'3j/$" 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 3'3 3/s" 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 3'3 =/s" 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 file underlayment. Polystick TU Plus Roll: TAS 103 and A rubberized asphalt self -adhering, glass- underlayment 65' x 3'3 3/g' ASTM D 1970 fiber/polyester reinforced waterproofing (Surface Printing) 80 mils thick membrane. Designed as a metal roofing and roof Manufacturing Location file underlayment. #1 & #2• ...... ...... Polystick TU P Roll: TAS 103 and • • • 0000 • A rubberized asphalt vj4-t-Mj-wofinArnwdbrane, • • • • • underlayment 32'10"' x 3'3—'/B" ASTM D 1970 glass-fiber/polyester raiagnoed, with wgranulat....: Manufacturing Location 130 mils thick surface designed for uspas a the rcM �. • • • • • underlayment. -46: • • Polystick Tile Pro Roll: TAS 103 and A rubberized asphalt sgli�ring, glals- • Manufacturing Locationferpro 61'x 3'3 3/e" ASTM D 1970 fiber/polyester reinforcbd wa ofmrt • • • • • • • • g • #2 60 mils thick membrane. Designed as a nsetal roA 4 and rood• • • • tile underlayment. • Polystick Dual Pro Roll: TAS 103 and A rubberized asphalt self -adhering, glass - Manufacturing Location 61' x 3'3 3/s" ASTM D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof file underlayment. NOA No.: 12-0713.02 MIAMFDADE counmr Expiration Date: 09/13/16 JAPPROVEDI Approval Date: 02/14/13 Page 2 of 8 PRODUCTS DESCRIPTION: Product Dimensions Polystick TU Max Roll: ManufacwingLocadon 658" x 3'3-3/8" #2 60 mils thick MANUFACTURING PLANTS: 1.Hazelton, PA 2.Winter Haven, FL EVIDENCE SuB1vIITTED: Test Specification Product Description TAS 103 and A rubberized asphalt self -adhering, polyester ASTM D 1970 reinforced waterproofing membrane. Designed as a a roof tile underlayment. Test Aeencv 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 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 PRI01111 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 • '-'61/12/06 PUSA-055-02-02 TAS 103 • • • • .12MW07 PUSA-083-02-01 TAS 103 *00:00 Wf 0108 PUSA-089-02-01 TAS 103/ASTM D4798 & �i;1�5'�;• .(17/06/09 Momentum Technologies, Inc. JX20H7A TAS 103)ASTM D4798 & frJ.S.�.' :9/Q4708 RX14E8A TAS 103/ASTM D4798 & QA6& • �WO%09 DX23D8B TAS 103/ASTM D4798 & C -A550 07/18/10 DX23D8A TAS 103/ASTM D4798 & 01550: 02/1$/10 .••... • • • •... ..•. NOA No.: 12-0713.02 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 H 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-Y2" 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 X1000.0 0000.. . • 0000 • 0000.. 0000 000... 0000.. 0000.. 0000 • • .. • 0.00. 0000 0.00.. 00.0 0000. • • •e•• 0000•• 0000•• • • • • •06 • 0000•• • • •0.0 • • • • • 0000•• • 0 0 0000 • • NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 4 of 8 GENERAL LIMITATIONS: L Are 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 @Ws MTS Ht -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. 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 I I:999:9 The above slope limitations can be exceeded only by using battens and counter battens irtaccoaMbiwith the ' • Approved Tile System Notice of Acceptance and applicable Florida Building Code � � gement; 0 fattens : 9000 : are required for both loading and installation of tiles at all times. 9999 66 6 . 9 9999 . .. 9999. 9999.. 9999 9999. 96 96 6999 9999.. 960906 69660:6 9999.. • 9 • 909096 .. . 9999 0 0 NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 5 of 8 GENERAL LmTATIONS: (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. ID c. 0 to N r t0 Poof Deck prepared with PDLWnCK7U Plus 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 .1 4C --77-17A APPROVED 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 orjerjo propprkj►.evaluate .' the installation this of materials.• ...:.. .... ...... ..goes • sees .. .... . .. ..... ...... .... ..... . ..... .... ...... eoee.e on . . .0000. . . .0000. . . .. . .... NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 6 of 8 POLY -GLASS 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 fall 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. S. 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 file manufacturers NOA's, must be used on all projects for pitch/slopes of T'/12" or greater. It is suggested that on pitch/slopes in excess of 61/x"/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 minimi 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 401bs 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 ofPolvjqck membranes commences. An approved substrate technical bulletin can be furnishgd upep requbst. It is recommended to refer to applicable building codes prior to installation to verify acddptable subsfraios. • 001••• 0000 .... •. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick naon&anes and • :0006: PolyProtector UDL can be furnished upon request by our Technical Services Dept by clung 1 (80T • • 894-4563. "" • ...... .... ..... . • •• • •• 0000 0000:0 • •0••0•• • • • • • • • • 000006 0000•• • • • 00000• •• • 0.00 • • 0000 NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 7 of 8 A 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 (NBCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LEWITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 8 of 8 ...... ...... .... ...... ...... .... ..... .... .... ...... . . . ...... . NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 8 of 8 Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill In Specific Roof Assembly Components and Identify Manufacturer (If a component is not' . identify as "NAI System Manufacturer: Zv SS NOA No.: /--� - 5� • �D 7— Design Wind Pressures, From RAS 128 or Calculation Pmax1: L $ Pmax2: %� 7 Pmax3:� Max. Design Pressure, From the Speck NOA System: Az 's Deck: /;0-0� Type: Gaugetfhickness: `lope: • /� (m1i'fj= A chort�tase Sheet & No. of Plv s): AAVE 170 0Shg �ton Mo in_ VA1= Insulation Base Layer: Base Insulation Size a6d Thickness: Base Insulation Fafitener/Bonding Material: Top Insulation Top Insulation Siz' nd Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): Base Sheet Ply Sheet(s) & No. of Ply(s)OA41"X'T-+*j/ Ply Sheet Fastener/Sondinaterial: �E4�`A��lEl?E Top Ply: _,e L8Sm—,---Geg swe za—Ae Top Ply Fastener/Bonding Matggal'�9' Surfacing: AW Fastener Spacing for Anchor/Base Sheet Attachment Field: „-" oc @ Lap, # Rows f @ 0 "oc Perimeter: �" oc @ Lap,# Rows@ 0 "oc Corner " oc @Lap, #Rows — oc Number of Fastenerg Per Insulation Board ! Field: PerInjVrJ Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, tripping, Flashing, Continuous Cleat, Cant trip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. eAOC W&A( .0140 0% 94"YA iUe—) Height • ' .. ... ...... , • e � • 0000 • 0000 0000•• ..... ...... 00.0•• 0000 0000• . •00.0• • • • 0 • 0000•0 0.0. 0 •000 • 0000 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 Self -Adhered Roof System over Wood Decks LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this 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 followel by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it ghall'be dons... • • • in its entirety. • •��• 0000 '. 600909 60e. 00.00. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer mierdistributor$ and • • • • shall be available for inspection at the job site at the request of the Building Official.• •" : • e • • 0000 • � 0000.. 6069 sees. This renews NOA# 12-0818.07 and consists of pages 1 through 26. • 6 e • • • 9066:0 0000 The submitted documentation was reviewed by Alex Tigera. • 0000.. . • e 000. e. 00000. • :see:* • 0000.. MM1QADE fi0UNT1! ' . A&k No.: 1Ia0594.10 ' • 14110�1 . Expiration Date. •?0/11/17 Approval Date: 09/26/13 Page I of 26 t41A1+11. MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) PRODUCT CONTROL SECTION 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 OA www-miamidade.nov/economv 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 Self -Adhered Roof System over Wood Decks LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this 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 followel by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it ghall'be dons... • • • in its entirety. • •��• 0000 '. 600909 60e. 00.00. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer mierdistributor$ and • • • • shall be available for inspection at the job site at the request of the Building Official.• •" : • e • • 0000 • � 0000.. 6069 sees. This renews NOA# 12-0818.07 and consists of pages 1 through 26. • 6 e • • • 9066:0 0000 The submitted documentation was reviewed by Alex Tigera. • 0000.. . • e 000. e. 00000. • :see:* • 0000.. MM1QADE fi0UNT1! ' . A&k No.: 1Ia0594.10 ' • 14110�1 . Expiration Date. •?0/11/17 Approval Date: 09/26/13 Page I of 26 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category;, Modified Bitumen Materials SBS/APP/TPO Deck Type: Wood Maximum DesiggIressure -112.5 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE I Test Product Product Dimensions Specification Description Elastobase 65' 2" x 3' 3-3/8" ASTM D 6163, SBS modified asphalt coated fiberglass reinforced Type 1 base sheet. Elastobase P Elastoflex SA V FR (1.5 -mm) Elastoflex SA V PLUS FR Elastoflex SA V (1.5 - mm) Elastoflex SA V PLUS Elastoflex SA P FR Elastoflex SA P Polyflex SA P Polyflex SA P FR 5'2"x3'3-3/8" 32'6"x3'3-3/8" 32'6"x3'3-3/8" 32' 6" x 3' 3 %" 32' 6" x 3' 33/8" 32' 6" x 3' 3-3/8" 32' 6" x 3' 3-3/8" 32' 6" x 3' 33/s" 32' 6" x 3' 33/$" Polyfresko SBS SAP 32' 6" x 3' 33/8" I APPROVED I ASTM D 6164, SBS modified asphalt coated polyester reinforced base Type I sheet. ASTM D 6163, Self -adhered, fiberglass reinforced, SBS modified Type I bitumen membrane with a self -adhering back face and Type I a smooth top surface. ASTM D 6163, Self -adhered, fiberglass reinforced, SBS modified Type I bitumen membrane with a self -adhering back face and Type I a smooth top surface. ASTM D 6163, Self -adhered, fiberglass reinforced, SBS modified Type I bitumen membrane with a self -adhering back face and a smooth top surface. ASTM D 6163, Self -adhered, fiberglass reinforced, SBS modified Type I bitumen membrane with a self -adhering back face and a smooth top surface. ASTM D 6164, Self -adhered, polyester reinforced, SBS modified Type I bitumen membrane with a self -adhering back face and a granule top surface. ASTM D 6164, Self -adhered, fiberglass reinforced, SBS modified Type I bitumen membrane with a self -adhering back face and a granule top surface. ASTM D 6222, Self -adhered, polyester reinforced, APP modified Type I bitumen membrane with a self -adhering back fpce and a granule top surface. • • • • • • 0000.. ASTM D 6222, Self -adhered, polyester reinforced, ;,PP rgddili'ed ; Type I • • • • • bitumen membrane with a seh%8*Wng bac*9race and • • a granule top surface. .0.000 :0060: ASTM D 6164, •0•• • • Self -adhered, fiberglass reinfbrred, tBS r»odif? d •':' • • Type I bitumen membrane with a sel+f=ing b4pVface and a granule top surface. 00 00 0000 • • 0000.. • .. 0000.. 0000.. 0000.. • • •fi& No.: 1:=0314.10 • • Expiration Daic:•20/11/17 Approval Date: 09/26/13 Page 2 of 26 Polyfresko SBS SAP 32' 6" x 3' 33/g" ASTM D 6164, Self -adhered, fiberglass reinforced, SBS modified FR tube Type I bitumen membrane with a self -adhering back face and PG 100 Asphalt Primer 1, 3, 5, 50, 55 gal, ASTM D41 a granule top surface. Polyfresko APP SAP 32' 6" x 3' 33/g' ASTM D 6222, Self -adhered, polyester reinforced, APP modified can Type I bitumen membrane with a self -adhering back face and PG350 Mod Bit 1, 3, 5, 50, 55 gal. or ASTM D3019 a granule top surface. Polyfresko APP SAP 32' 6" x 3' 3 3/s" ASTM D 6222, Self -adhered, polyester reinforced, APP modified FR 1, 3, 5, 50, 55 gal, or Type I bitumen membrane with a self -adhering back face and Cement tube ASTM D3409 a granule top surface PolyKool 32' 10" x 3' 3-3/g" ASTM D6222 Self -adhered, polyester reinforced, APP modified Cement tube Type I bitumen membrane with a self -adhering back face and PG450 Flashing 1, 3, 5, 50, 55 gal. or ASTM D4586 a white film laminate on the top surface. PG325 Cold Process 1, 3, 5, 50, 55 gal. or ASTM D3019 A fibered cold process adhesive for use with roll or Adhesive tube Type III BUR roofing. PG 100 Asphalt Primer 1, 3, 5, 50, 55 gal, ASTM D41 A penetrating solution of solvent and a blend of tube or 17 oz. spray selected asphalts used to promote adhesion. can PG350 Mod Bit 1, 3, 5, 50, 55 gal. or ASTM D3019 A fibered rubberized adhesive designed for use with Adhesive tube Type III modified bitumen membranes. PG400 Plastic Roof 1, 3, 5, 50, 55 gal, or ASTM D4586 A thick, fibered, rubberized flashing cement for use in Cement tube ASTM D3409 dry or damp conditions. PG425 Wet/Dry Roof 1, 3, 5, 50, 55 gal. or ASTM D4586 A thick, fibered, rubberized flashing cement for use in Cement tube ASTM D3409 dry or damp conditions. PG450 Flashing 1, 3, 5, 50, 55 gal. or ASTM D4586 A thick, fibered, rubberized flashing cement. Cement tube PG500 MB Flashing 1, 3, 5, 50, 55 gal. or ASTM D4586 A thick, fibered, rubberized flashing cement for use Cement tube with modified bitumen membranes. Polyplus 35 Premium 1, 3, 5, 50, 55 gal. or ASTM D3019 A fibered rubberized adhesive designed for use with Mod Bit Adhesive tube Type III modified bitumen membranes. Polyplus 45 Premium 1, 3, 5, 50, 55 gal. or ASTM D4586 A thick, fibered, rubberized flashing cement. Flashing Cement tube Polyplus 50 Premium 1, 3, 5, 50, 55 gal. or ASTM D4586 A thick, fibered, rubberized flashing cement for use MB Flashing Cement tube with modified bitumen membranes. Polyplus 55 Premium 1, 3, 5, 50, 55 gal. or ASTM D4586 A mastic compound for use as a roof flashing Modified Flashing tube adhesive. Cement 0000.. 0000.. . 0000 • 0000.. 0000 0000.. 0000.. 0000.. 0000 • 0 0000 0000.. 0000 0000. • 0000 0000.. 0000.. 0000.. • .0600. ' .. NQA No.: bd.8514.10 • • MIAMUDADE C?UNTY • • Expiration Date; •10/11/17 Approval Date: 09/26/13 Page 3 of 26 APPROVED INSULATIONS: TABLE 2 Product Name Product Description Polytherm-H Polyisocyanurate foam insulation Polytherm Polyisocyanurate foam insulation Polytherm Composite Polyisocyanurate/perlite composite insulation. ACFoam-II Polyisocyanurate foam insulation ACFoam-IIT Polyisocyanurate foam insulation High Density Wood Fiberboard Wood fiber insulation board Perlite Insulation Perlite insulation board Type X Gypsum Fire resistant rated gypsum. DensDeck, DensDeck Prime Gypsum insulation board H -Shield Polyisocyanurate foam insulation H -Shield CG Polyisocyanurate/perlite composite insulation ENRGY-3, JM ISO 3 Fesco Board Multi -Max FA -3 SECUROCK Gypsum -Fiber Roof Board CM1"AM1k0MADEMC0=U Polyisocyanurate foam insulation Expanded mineral fiber Polyisocyanurate foam insulation Fiber reinforced coverboard Manufacturer (With Current NOAI Polyglass USA, Inc. Polyglass USA, Inc. Polyglass USA, Inc. Atlas Roofing Corp Atlas Roofing Corp Generic Generic Generic Georgia-Pacific Hunter Panels, LLC Hunter Panels, LLC Johns Manville Corp. Johns Manville Corp. Rmax Operating, LLC. United States Gypsum Corporation •060.0 0600•6 . . 6060 • • 0000•• •0•• 060006 0000•• • 0000 0000 .6.0• • • 0000 0000•• 0000•• • • • • •0000 • •• • • 6 • • 0000•• • • • • •6060• • 6. •NOA No.: 43-M14.10• • Expiration D*64.10/11/17 Approval Date: 09/26/13 Page 4 of 26 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Descrintion Dimensions (With Currml NOA) 1. Dekfast Fasteners #12, #14 Insulation fastener for wood, SFS Intec, Inc. & 415 HS steel and concrete decks 2. Dekfast Galvalume Steel Galvalume hex stress plate. 2'/s" x SFS Intec, Inc. Hex Plate 3 1/4" 3. Dekfast Dekflat Round Polypropylene locking 3" x 3 '/" SFS Intec, Inc. Plastic Lock Plate plate. 4. #12 & #14 Roofgrip Insulation and membrane Various OMG, Inc. fastener 5. Flat Bottom Metal Plate A2 -SS aluminized steel plate 3" square OMG, Inc. 6. Plastic Plate Polyethylene stress plate 3.2" round OMG, Inc. 7. Tru -Fast #14 HD Fastener Insulation fastener for steel and Altenloh, Brinck & Co. wood decks U.S., Inc. 8. Tru -Fast 3" Metal Insulation Round Galvalume AZ50 steel 3.23 round Altenloh, Brinck & Co. Plate plate 3" round U.S., Inc. 9. Polygrip Fasteners #12, #14 Insulation fastener for wood, Various Polyglass USA, Inc & #15 steel and concrete decks 10. Polygrip Hex Plates Galvalume hex stress plate. 2 7/s" x Polyglass USA, Inc 3 '/4" 11. Dekfast Galvalume Steel 3 3" round galvalume AZ50 steel 3" round SFS Intec, Inc. in. Round plate 12. Millennium One -Step Insulation Adhesive Various Adco Products Foamable Adhesive MfAMED4DECUNTY , .000.0 6006.9 • • •0666 on 0000.. 000 • 0 0 6 0000.. • 000000 000.. .. • 0000 • 6 • • • .600. 0000 . .. 6 0000.. 0000. • • 0000 60.00. .. .. 0000.. . • • 0 . .00006 0000.. 6 • • • 60..00 •..'NbA No.: i3A514.10' Expiration Dat;•10/11/17 Approval Date: 09/26/13 Page 5 of 26 APPROVED SURFACING: TABLE 4 Polyglass Produet PrQddu-ct Application Name Description Rate PG200 Non-Fibered Roof Coating A non fibered asphaltic coating used 1'/2-2 gal/sq to add life and rejuvenate existing A premium white elastomeric acrylic BUR roofing substrates. based roof coating (water-based). A PG300 Fibered Roof Coating An asphalt cutback fibered roof 1'12-2 gal/sq coating. May be applied by brush or reinforcement with this coating. spray equipment to rejuvenate aged An asphalt base, un-fibered clay BUR emulsion Non-fibered aluminum roof coating. %2-1 gal/sq PG600 Non-Fibered Aluminum Polyglass Roof Coating USA, Inc. PG650 Fibered Aluminum Roof Fibered aluminum roof coating. Coating USA, Inc. P0700 White Elastomeric Roof A premium white elastomeric acrylic Coating based roof coating (water-based). A 1 %2-2 gal/sq polyester fabric may be used for Polyglass reinforcement with this coating. PG800 Non-Fibered Asphalt An asphalt base, un-fibered clay Emulsion Roof Coating emulsion PG850 Fibered Asphalt Emulsion An asphalt base, fibered clay Roof Coating emulsion Polyplus 65 Premium Fibered Fibered aluminum roof coating. Aluminum Roof Coating Polyplus 60 Premium Non- Non-fibered aluminum roof coating. Fibered Aluminum Roof Coating Polybrite 70 White Elastomeric Roof Coating Gravel Slag A premium white elastomeric acrylic based roof coating (water-based). A polyester fabric may be used for reinforcement with this coating. To be installed in a flood coat of approved asphalt at 60 lbs/sq To be installed in a flood coat of approved asphalt at 60 lbs/sq I %2-2 gal/sq 1-1'/2 gal/sq Specification Manufactur er TAS 140 Polyglass USA, Inc. ASTM D4479 Polyglass USA, Inc. ASTM D2824 Polyglass Type I USA, Inc. ASTM D2824 Polyglass Type III USA, Inc. ASTM D6083 Polyglass USA, Inc. 3 gal/sq in ASTM D1227 Polyglass two coats USA, Inc. 3 gal/sq in ASTM D1227 Polyglass two coats USA, Inc. 1 %2-2 gal/sq ASTM D2824 Polyglass Type III USA, Inc. %2-I gal/sq ASTM D2824 Polyglass Type I USA, Inc. l-1 %2 gal/sq ASTM D6083 Polyglass USA, Inc. 400 lbs/sq 300 lbs/sq NIA Generic NIA Generic 9999 .. .9.069 • • • 6699 • 9999.. 9999 9999.. 9999.. 9999.. 9999 9999. 9999 .. 6 9999.. 9999 9999. • 9999.. 9999.. . . • • 9999.. 9999.. • 9999.. •.0•NC)ANo.: i-0i14.1a• • Expiration Dst&*10/11/17 Approval Date: 09/26/13 Page 6 of 26 EVIDENCE SUBMITTED: Test Agency Test Name/Repo ri Report No. Date Factory Mutual Research 4470 J.1.2W7A7.AM 08.04.94 Corporation 4450 2D5A9.AM 06.22.99 4470 J.1.3001334 02.15.00 4470 J.1.3000857 01.12.00 4470 J.I.3004091 01.12.00 4470 3012321 07.29.07 4450 3014751 08.27.03 4450 3019317 06.30.04 4470 3014692 08.05.03 Trinity j ERD TAS 114 11752.09.99-1 02.08.00 TAS 114 02764.09.05 09.09.05 TAS 114 020843.02.05-1 02.10.05 TAS 114 02762.03.05 03.30.05 TAS 11 7(B) -ASTM D903 020841.06.04 06.02.04 TAS 114 P1734.07.06 -R1 02.27.07 TAS 114 02843.07.07 07.23.07 TAS 114 P1738.02.07 02.05.07 TAS 114 PI 739.01.07 01.23.07 TAS 117(B) -ASTM D6862 C8500SC.11.07 11.30.07 ASTM D6164 / ASTM D6222 PI 0490.08.08 08.13.08 ASTM D6164 / ASTM D6222 P10490.10.08-Ri 10.03.08 ASTM D6222 P7400.03.08 -R2 10/09/08 TAS 114(D) — ASTM Di 876 P 10070.10.08 10/09/08 ASTM D6222 P10490.10.08-2 10/30/08 FM 4470 & TAS 114 P33970.03.11 03/15/11 ASTM D6163 / ASTM D 4601 P33960.03.11 03/15/11 ASTM D6164 P37590.07.13-1 07/02/13 ASTM D6164 P37590.03.13 -3A 03/06/13 ASTM 136163 P37590.03.13 -2 -RI 02/05/13 ASTM D6222 P37590.09.13 0912/13 PRI Asphalt Technologies ASTM D6222 PUSA-061-02-02 01/28/08 ASTM D6222 PUSA-062-02-02 12/04/08 ASTM D6163 PUSA-064-02-02 02/27/08 ...... ...... .... ...... ...... ...... SOAVE CC�LIIVTY vlym,wgl • .. • 1OA No.: -1,&0514.1 a • Expiration Date*.- 14/11/17 Approval Date: 09/26/13 Page 7 of 26 Membrane Type: SBS/APP Deck Type 1: Wood, Non -Insulated Deck Description: 19/32° or greater plywood or wood plank. System Type E(1): Base sheet is mechanically attached to roof deck. All General and System Limitations apply. B eOne ply of Elastobase or Elastobase P fastened to the deck as described below: astening #1: Attach base sheet using 11 ga. annular ring shank and 1-5/8" diameter tin caps spaced 8" o.c. in a 4" lap and 8" o.c. in three equally spaced staggered rows in the center of the sheet. Fastening #Z: Attach base sheet using OMG #14 Roofgrip Fasteners and Flat Bottom Plates, Dekfast 414 with Dekfast Galvalume Steel Hex Plates, Polygrip Fasteners 4I4 with Polygrip Hex Plates or Trufast #14 HD Fasteners with 3" Metal Insulation Plates spaced 12" o.c. in a 4" lap and 12" o.c. in two equally spaced staggered rows in the center of the sheet. Ply Sheet: One or more plies of Elastoflex SA V, Elastoflex SA V PLUS, Elastoflex SA V FR, or Elastoflex SA V PLUS FR self -adhered. Membrane: One ply of Polyfresko SBS SAP, Polyfresko SBS SAP FR, Polyfresko APP SAP, Polyfresko APP SAP FR, Elastoflex SA P, Elastoflex SA P FR, Polyflex SA P, PolyKool or Polyflex SA P FR self adhered. Surfacing: (Optional) Install one of the approved surfacing products listed in Table 4 to obtain desired coating or required fire classification. Maximum Design Pressure: -52.5 psf; (See General limitation #7.). 6666•• 6666•• • • • 6666 � • 6666•• 6666 6666•• 6666•• • 6666•• 6666 •• • • • 6666 • •• • • 6666•• 6666 6666• • • • • • 6666•• •• •• 6666 • s9.00• • • • 6990•• 6666•• • • '..' ]�A No.:.33®514.1 • rnaantuaoacouwrr JAPPROVEDI Expiration Date► 10/11/17 Approval Date: 09/26/13 Page 20 of 26 WOOD DECK SYSTEM LIMITATIONS: I . A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: I. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of 45 psi. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this Iimitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and comers). (When this limitation is specirieally referred within this NOA, General Limitation 47 will not be applicable.) :00000 ,„••• • • • • •••• • END OF THIS ACCEPTANCE •••;•• •••• `•`•” •••••• •••••• •• •• •••• •••••• • •••••• • • aMLMMLM E os71� rY • , . • 10A ;o.:* 134514.111 • • • l � � Expiration 9*6 10/11/17 Approval Date: 09/26/13 Page 26 of 26 POLYGLASS USA INC 150 LYON DR FERNLEY, NV 89408 USA C-15/32 R14571 SINGLE PLY MEMBRANE SYSTEMS Class A - Fully Adhered Incline: 2 (Optional): -- Polyisocyanurate, perlite, wood fiber or polyisocyanurate/perlite board, any Barrier Board: in. (min) G -P Gypsum DensDeckO, mechanically fastened with all joints staggered 6 in. from the p d joints, Base Sheet: -- "ELASTOBASE" sand), mechanically fastened or "ELASTOFLEX SA V PLUS FR", "ELASTOFLEX SA V FR" or "ELASTS4EX SA V FR BASE VENT" (self adhered). Ply Sheet (Optional): -- "ELASTOFLEX SA V P R", "ELASTOFLEX SA V FR" or "ELASTOFLEX SA V FR BASE VENT", (self adhered). Membrane: -- "POLYFLEX SA P FR "POLYFRESKO APP SA " "ELASTOFLEX SAP FR", "POLYFRESKO SBS SA P FR", "ELASTOFLEX SA V FR HT", (self adher "POLYFLEX G FR!',"POLYFRESKO TORCH FR", "DUFLEX G FR", "ELASTOFLEX S6 G FR", RESKO MOP FR", "ELASTOFLEX VG FR" or "ELASTOSHIELD TS G FR", heat fused 22. Deck: C-15/32 Inciine: 1/2 Insulation (Optional): --- Polyisocyanurate 1.5 in. (min.) with all joints staggered 6 -in. (min.) from the plywood joints. Base Sheet: -- Type G2, mechanically fastened followed by "ELASTOBASE", mechaa ically fastenod, Ply Sheet (Optional): "ELASTOFLEX SA V PLUS FR", "ELASTOFLEX SA V FR" or "ELASTOFLEX SA V FR BASE VENT', (selfadhered) Membrane: — "POLYFLEX SAP FR", "POLYFRESKO APP SA P FR", "ELASTOFLEX SA P FR", "POLYFRESKO SBS SA P FR", or "DUFLEX G FR", "POLYFLEX G FR", "ELASTOFLEX S6 G FR', "POLYFRESKO MOP FR", "ELASTOFLEX VG FR" or "ELASTOSHIELD TS G FR", heat fused. ® 2012 UL LLC The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product, • • Osseo. .....• UL the the in Online permits reproduction of material contained the Certificatio4Dir&ory su1bj fZto the following conditions: 1. The Guide information, Designs and/or Listings (files)'nut be pr ptc�kl In .' e...:• their entirety and in a non -misleading manner, without any manipulation of the c at E drawingsl 2. • The statement "Reprinted from the Online Certifications Directory with permissiog•fggrn UL".mush • appear adjacent to the extracted material. In addition, the reprinted material musteig&ft a co;yrigkt • • ; • • notice in the following format: V 2012 UL LLC". . • • • • • • • • • • • e... e • • • • • sees O • COUNTY 'Delivering Excellence Every Day" SECTION 1524 MGH 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 roofing 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 roofing 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. Ren 'ailing 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). 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. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. 5. 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 3istress and may require the review of a professional structural engineer. Ponding may shorten the life .,xpectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. 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 or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scupogMin accordance 6000.4 with the requirements of: Chapter 15 and 16 herein and the Florida Building Code Vulabing 6... •• 66 . • 0 66666666 7. Ventilation: Most roof structures should have some ability to vent naturM'a low tQgh the" • 6666 •66666 interior of the structural assembly (the building itself). The existing amount of attic is"Iption mot b'e .. 66666 reduced. Exception: Attic spaces, designed by a Florida -licensed engineer or re gistef �architepJSp eliminu' the attic venting, venting shall not be required. • 0 ' 0000 000000 •0 .. r �Jwner's/Agent's Signatures �,' o Date: :/ ZZ Contractor's Signature: ,_a Permit Number. • 6 ' 0 • Property Address: