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RF-12-312Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 170300 Permit Number: RF -2 -12 -312 Scheduled Inspection Date: April 10, 2012 Inspector: Bruhn, Norman Owner: GADOL, EDWARD Job Address: 37 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: PAUL BANGE ROOFING, INC. Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1132060131410 Phone: 305/981 -7663 Building Department Comments RE ROOF FLAT & TILE Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 09, 2012 For Inspections please call: (305)762 -4949 Page 7 of 16 ederal & TESTING250 SW 13th Ave Pompano Beach, FL 33069 Phone 954- 784 -2941 800 - 848 -1919 Fax 954- 784 -7875 fed - eng.com April 2, 2012 Order # 12 -741 Paul Bange Roofing 7000 SW 21° Place Davie, FL 33317 RE: TAS -106 TILE UPLIFT TESTS Proposed Roof Gadol Edward Residence Permit # RF -2 -12 -312 37 NE 100th Street Miami Shores, Florida Dear Sirs: In accordance with your authorization, Federal Engineering & Testing has performed Tile Uplift Testing in compliance with Testing Application Standards TAS -106 and the Florida Building Code High Velocity Hurricane Zone on April 2, 2012 at the above referenced project. The purpose of our inspection was to determine the uplift capacity of the roof tiles for the residence at the above referenced project. The subject roof consisted of S- Shaped Concrete Tile Foam Set. The pitch of the subject roof is 3/12. Our field engineer visited the site and conducted 44 uplift tests on the roof tiles. All were performed according to the Florida Building Code High Velocity Hurricane Zone and protocol TAS -106 using an Intercomp Scale Model CS200. The following is a summary of results: Field Test Results Test Number Test Location Field Uplift Pull Test Test Result 1 -13 Comer See Attached Diagram > 35 pounds Passed 14 - 30 Perimeter See Attached Diagram > 35 pounds Passed 31- 39 Field See Attached Diagram > 35 pounds Passed 40 - 44, Hip/i'dge , See Attached Diagram > 35 pounds Passed 4/ - Keith LeBlanc, P.E. yf3 /i Federal Engineering & Testing Florida Reg. No. 59394 Construction Material Testing Council Lab Accredited & Certified by 111 Army Corp of Engineers Miami Dade County Florida Department of Transportation ENGINEERING Page 2 4/2/12 37 NE 100th Street Miami Shores, Florida All test results were found to be in compliance with TAS -106 and the Florida Building Code. The test results are limited to the tested areas. If other roof areas exhibit different conditions, it should be brought to our attention for remedial work. This uplift test is not a roof top inspection. A final roof inspection must be conducted by the building official for approval. The test results presented reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof conditions are continuously changing due to exposure to the elements. Federal Engineering & Testing is an independent third party providing un- biased testing information and results. Federal Engineering & Testing is a third party and is not affiliated with our client nor do we have any financial interest in the project or determination of the test results. As mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Federal Engineering & Testing appreciates the opportunity to be of service to you at this phase of your project. If you have any questions or comments, please give us a call. We would be pleased to help in any way we can. It has been a pleasure working with you and look forward to doing so again in the near future. Sincerely, Keith LeBlanc, P.E. 9734 i Federal Engineering & Testing Florida Reg. No. 59394 Certificate of Authorization # 5471 Miami -Dade County Certification # 11- 0407.01 1 N A =0.1W = 0.1x42' =4.2' A =0.4H = 0.4x12' = 4.8' Perimeter Dimensions = 4.6' Corner area = 264 S.F.-13 tests Perimeter area =584 S.F. 17 tests Field area =852 S.F.- 9 tests 84 Total Ridge Caps = 5 tests Field Sketch Not to Scale 37 NE 100th Street Miami Shores, FL V 1a-O(8'3 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 3 , u�� ' E .� _ 1 j P 1 1 1 As FEB 2 r c2 BUILDING Permit No. �- PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING �l ROOFING OWNER: Name (Fee Simple Titleholder): l�G-A0 t. t C 1QX9 -rC\' Phone#:30 c- l/y 54-01)13 Address: S' 9 -' toe) ,� City: i"�i \ State: Zip: 3313? Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: 3'1 3 - (C 04- hST City: Miami Shores County: Folio/Parcel #: 1 - 32 0 to _ 0 t 3 ®l y to Miami Dade Zip: 3513C' Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: �C�x_ t 1 v\Q j0 P vl C� Phone#:��ci - (3 g" I -1 La 63 Address: l00 0 Su) 2 ? � L�,.e e., J city: b4.0\� state: f=\ zip: 3�13 ' Qualifier Name: l 1 1 et e., Phone State Certification or Registration #: , a0 S30 1 Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 2 I o Std Square/Linear Footage of Work: Type of Work: DAddition DAlteration ONew , ORepair/Replace Description of Work: t 4-T— c ODemolition ****. r* **• x***** *****+,*+x*, ** *************p ** ** n********* ** :*** * * ******* ** ************* Permit Fee $ YO d CCF $ CO /CC $ Radon Fee $ DBPR $ Bond $ Submittal Fee $ Scanning Fee $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ s Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for FT.F,CTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be , , proved and a reinspection fee will be charged Signature Signature Owner or Agent f °rego ,y j' ent was acknowledged bore 20 laby A0/3 ent was acknowl wh is personally known to me or who has produced who is se tt^ 11 , to me or who has produced dentification and who did take an oath. as identifi i and who •'d take . s oath. 9@091001/ Sign: I h.L /�S► .li�illi�: ;;�.y�.'t 1`� Sign: Print: Print: My Commission #DD 757282 .' My Commission Expr Pi- •0 0 Pe/n.i to v' •�O�Q� #DD ooe� Ad ° o in•Insuta� ••k a,® ',:,;;f:)% ° ••••e °.f , 4, A *******************,•7 ************** ** * * ******* * * ***+x*+x***** ray * *** *. ° 9. *e) a�*** rain.instl ���oy,�d�QC/C •STAjE ©� � *��� d�g1,C6iS ikigo\��' Zoning APPROVED BY Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Clerk I I ,, .i r , 1 , . :.:, H i',.k' Ci4 ' 01` rii f y ad a^ , k ii:61 Ob 6 DC NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement t i gal description D o f pLrop4 ty 1 5 d ` lot ut / aIdn drzsisj: /a I t� ! 1F 11 l i ` to 2. Description of improvement P-Ps j= 21Z.-3Iz 11111111111111111111111111111111111111 1111111 CFN 2012R0145749 OR Bk 28015 Ps 2405; (fps) RECORDED 03/01/2012 09:41:01 HARVEY RUVIH, CLERK OF COURT MIAMI-DADE COUNTY, FLORIDA LAST PAGE Space above reserved for use of recording office 4 re. s see (A-m6 zA 1o1S•oce) A 3. Owner(s) name an address: Interest in property: Name and address of fee simple titleholder. Contractor's name, address and phone umber. hc';.. ,4-�G� �33r� i�'�1 Sgt tete� 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: ty fNGe l AlX4Vre7.0 N"' 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. /~ 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of 0 r OiQ Aphorized Officer/Director/Par ner/Manager Prepared By 6 c� Prepared By Print Name c1 A4t7 Print Name Title/Office Trtle/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The f of ins me as ac dividually, or ❑ as ❑ Personally known, or ❑ produced the following type of Signature of Notary Public. Print Name: (SEAL) • oledged before me this 05. d for entifi WilrMAr11► � t.s.°o °s. '9iGY d'4P Paul Bange Roofing, Inc. 7000 SW 21 Place e, 3,3 7 VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that 1 have read the foregoing and that the facts stated in it are true, to the bps; of my knowledge and belief. orized Officer/Director/Partner/Manager who si By/4-- #� ' .�•1 B Y 123.01 -52 PAGE3 W10 e's Yra ' 3 1-J (C' -. DAVIE: 9M- 792 -ROOF (7663) Paul N. BROW: 954-566-ROOF (7663) S. BROW: 954-981-ROOF (7663) j1Arr -- DADE: 305 -981 -ROOF (7663).— FAX: 954-964-ROOF (7663) eft `1e1_ 1 -877- 981 -ROOF (7663) lSevv tce Bane STATE CERT. CC C033691 LICENSED ANDINSURED 7000 S.W. 21 ST PLACE I DAVIE, FLORIDA 33317 9Ke. Member of VropOgd[ Better Business Bureau PROPOSAL SUBMITTED TO DATE\'! `1 1 I PHONE -?„s� —is— (41 ,1 /-3 �(,� / i� NAME r1CIC U1 I ` A(ji,C\VC1 JOB NAME STREET :1 oc 1 tr Lh STREET CITY k...11 v offs I w Zr� t CITY I STATE I ZIP We hereby submit specification and estimate for PREP WORK F_IBBERGLASS/MODIFJED U Remove existing roof to a clean workable surface and L�7 Install # 1511_, base sheet as per code. dispose of debris. a Install (21- plys of ply IV flgerglass felt. Cl/Replace rotten sheathing at $ CO Per foot. - arInstall --"K 34r 01/11-1--e In. drip eave (Plywood replaced by square ft.) 1 VT F-1-'E — Install mineral surface 1 - metal. cap sheet. Install new lead flashing to all plumtTingOverit stacks. al Install new 26 gauge 16_ " galvanized metal to all METAL valleys and tie -ins. ❑ Install # 1 % fire barrier. ❑ Exposed ❑ Not Exposed ❑ Install under layment. ❑ Type to be FLftT (i I Le. ❑ Install cave drip metal. of root removed ( ), ❑ Install metal roof. SHINGLES TLE 2�* ❑ in # base sheet. al.-install # 3lJ -�Iry, 0 9 base sheet rry 54 in. eave d ip metal. ❑ Ins tall �, in. eave drip metal. I�Install 311X � (� G�'P, q !301 ❑ Install ' � \ flgerglass fungus resistant shingles. dinsiall «I t.le lunde* a men� [- -. ❑ Mfg Color Install �/ Le Clil in 14i ?city i iii i ❑ Repairs J ►lC1lA_Cle— ' � ,1 , ) �� ht M i -- I 3 ©ed deck - l)Gifnp (es1 "Rill "Psi, i + \I c DLC- of r ctnnF 61 01-1--pr-s— 6.)64- sncletci'c6 -lSfcll TG pered Tnswie1 cons 4o d ever- Lc i'fe� en C k= i V. of Rai- Md.. AIL IVY) C S �- t S l o w seven (behind Gll lmn 1\ ir Q ._ Tats 1-c111 CO one New NI Tuts pose Ir - nk ,./ We he ++- prop.,,-- to furnish la, r and materials complete In accordance with the above spec ons rthe sum of J1: Lam, I t 1 C'C to ($ R� ` 09 ) ,dollars payment to be made as follows: 111 • .U�.• a I t 'SOO . ` ry� q %'� METHOD OF PAYMENT: ajo -leaf 0 �4owl x/111.307 11(9'If 3 )W. 1 I LE t ©ccil ft Tll�a NOTE TO BUYER, GENERAL CO ', OR OWNER: Paul Bange Roofing Inc hereby proposes to furnish the above labor and material in accordance with the above specifications. A deposit of $ is required upon acceptance and ! e balance as , -. rk es in direct rat)o to work p eted. Payment In full to be made upon comp!, o� of the job. -- ' 0) seven WARRANTY TO ORIGINAL OWNER. • : I Bange Roofing Inc. warrants workmanship fora period of i� 0. yyears years, but reserves ht to supervise or Inspect all work subsequently peilormed by other parties to the roof, for a reasonable fee. Without th ervlsion or Inspection, all warranties ere null and void. Warranty Is transferable to new owner upon written application (subject to approval) and payment of 10% of contract price. Warranty Is contingent upon job payment in full.Ail materiels furnished will be as specified and work is to be completed In a workmanlike manner according to standard practices. Any alteration or deviation from above specifications will become an extra charge over and above the estimate of labor and usual costs of our agreement Paul Bange Rooting, Ina will exercise reasonable care when performing the work, but cannot be held responsible In any manner for damage In driveways, sidewalks, foli- age, shrubbery, screening, septic tanks, gutters, pipes or cables, above or below ground. We will not be held responsible for water damage to the exterior or Interior of the premises. CUSTOMER IS URGED TO COVER FURNITURE AND OTHERWISE PROTECT THEIR PROPERTY. We cannot assume respons +ility for any damages done to the roof by other tradesmen or parties. Paul Bange Roofing, inc. cannot be held responsible for damage done to any lumber by termites = r ants, or any other wood boring insects. Such wood will be replaced at an additional charge. THIS CONTRACT IS SUBJECT TO OFFICE APPROVAL Authorized Signature "24,L,in, ACCEPTANCE OF PROPOSAL ? 11 F ft�4r rnr'm The above prices, specifications and conditions ar : -: - sfactory and are by accepted. Paul Bange Roofing,.Inc. Is authorized to do the work as specified. Payment will be made as outlined above. This . ,_ _ ,sal has th= + ' er of/p` c� wh signed and accepted. I have read and agree to the terms and conditions as stated on the front and back of thls contract. ACCEPTED Signature Print )t f ,bw.Ft2P 1-&t_ Date )r' J, L' l 7 76l Z- fi' FEB _e . e Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form asII r P= No. ntr eto . r' erne d Section A (General•lnfornation)• U/ Process No. 7 Ne looms 8f. ,lt a/n % Shag Fc • 211131 D Low Slope O Asphaltic Shingles ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 ® M� :1A■ SfiiIi © Wood hng- Sh ROOF TYPE ❑ New Roof • Re- Roofing ❑ Recovering ❑ Repair ❑ M ROOF SYSTEM tNFORMATION • - LQW Slope Reef Area (SF) Ste.ep SIQped Reef Area (SF) Total.(SF} /33' 424 rox.) 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Design Pressure, FL9rn the Specific NOA System: —O .J Deck; ! Type: ! OO c� Gauge/Thicknese: Slope: Anchor /Base Sheet & No. of PIy(s) :775" / Anchor /Bas Sheet stener/Bonding Material: lY RS L& W /I mAlizfM J p insulation Base Layer: /1/4 Base Insulation Size and Thickness: L/IQ Base insulation Fastener/Bonding Material, Ailiq Top insulation Layer: pert ire., 74per?Qi, Top Insulation Size and Thickness: To In ul lion Fastener/ ndln Material: ' Base Sheet(s) & No. of Ply(s): /v />q Base Sheet Fa� ner/Bonding Material: Ply Sheet(s) & No. of Ply(s): t P( S Ply Sh - :t Faste er : ending Material: 11 �t yr ,I _ Top Ply: Top Ply Fastep�r/B�n�di Surfacing: Prtqfbd leg Material: Fastener Spacing for Anchor /Base Sheet Attachment Field:., "oc @ Lap, # Rows3, @ "oc Perimeter: 6 "oo @ Lap, # Rowsg @ "oc Corner " oc © Lap, # Rows ( @4." oc Number of Fasteners Per Insulation Board Field Perimeter Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping,. Etc. Indicate: Mean. Hoof Halght, Parapet Height, Height,of Base..Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing.or. Submit Manufacturers Detalls.that Comply with RAS 111 and Chapter 16. Parapet Height- Property Information Map 1 Oi 3 My Home Miami -Dade County, Florida IT?latii -dam e.g Property Information Map NW IOIST ST:' Aerial Photography - 2009 0 ...� 114 ft This map was created on 2/10/2012 3:56:02 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. Ct E1 Page 1 of 1 Summary Details: Folio No.: 11- 3206 - 013 -1410 Property: 37 NE 100 ST Mailing EDWARD J GADOL Address: 1 Living Units: 37 NE 100 ST MIAMI Adj Sq Footage: SHORES FL Lot Size: 33138 -2314 Property Information: Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 2/1 Floors: 1 Living Units: 1 Adj Sq Footage: 2,028 Lot Size: 14,375 SQ FT Year Built: 1938 $50,000/ $97,330 1 53 41 6 53 42 MIAMI City: SHORES SEC 1 AMD Legal PB 10 -70 LOT 15 & LOT Description: 16 & W1/2 OF LOT 17 BLK 10 LOT SIZE 125.000 X 115 OR 12191 -794 1083 1 Assessment Information: Year: 2011 2010 Land Value: 123,769 $129,662 Building Value: '\ , $1 41 154,412 Market Value: $278, $284,074 Assessed Value: $147,330" $145,153 Exemption Information: Year: 2011 2010 Homestead $25,000 $25,000 2nd Homestead: YES YES Taxable Value Information: Year: 2011 2010 $78,000 Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable Sales which are qualified Value: Value: Regional: $50,000/ $97,330 $50,000/ $95,153 County: $50,000/ $97,330 $50,000/ $95,153 City: $50,000/ $97,330 $50,000/ $95,153 School Board: $25,000/ $122,330 $25,000/ $120,153 Sale Information: Sale Date: 10/1983 Sale Amount: $78,000 Sale O /R: 12191 -0794 Sales Qualification Sales which are qualified Description: View Additional Sales http: / /gi sims2. miamidade. gov /myhome /printmap. asp? mapurl = http: / /gisims2. miamidade. go... 2/10/2012 • CHAPTER 15, SECTION 1524 HIGH 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 initials in the designated space indicates that the item has been explained. 1. AestheIIcs- workmanship: The workmanship provisions of Chapter 15 (High - Velocity Hurricane Zone) are for the purpose of providing the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renalled in accordance with current provisions of Chapter 16 (High - Velocity Hurricane Zones) of the Florida Building Code, Building. (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 (le., townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor c�G - and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed cel ings: 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 distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy 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 buildup 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 scuppers in accordance with the requirements of Chapters 16 and 16 herein and the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall . not be reduced. Exception: Attic spaces, designed by a Florida - licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. jet..) l 7 ?s Owner' /Agent's Signature Date Form AB-326 (Page 2 of 7j New 3/16/09 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) CertainTeed Corporation (PA) 1400 Union 1VIeeting Road, P.O. Box 1100 Blue Bell, PA 19422 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee 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 BCCO (In Miami Dade County) and /or the AM (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO 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 and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: CertainTeed Conventional Built -Up -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. TERNIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA'as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then It shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 08- 0227.07 and consists of pages 1 through J6. The submitted documentation was reviewed by Jorge L. Acebo. MIAMI•DADECOUNTY APPROVED NOA No.: 08- 0410.07 Expiration Date: 06/19/13 Approval Date: 10/30/08 Page 1 of 16 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: ReckType: Maximum Design Pressure Roofing Built-Up Roofing Fiberglass Wood -60 psf TRADE DAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product All Weather /Empire Base Sheet Flintglas® Mineral Surfaced Cap Sheet Flintglas® Mineral Surfaced Cap CoolStar Flintglas® Ply Sheet Type IV or VI Flex I-Glas or Flex -I- Glas FR Base Sheet GlasBaseht Base Sheet No. 15 Perforated Felt Yosemite® Buffer Base Sheet Black Diamondnt Base Sheet Dimensions 36" x 65'10"; Roll weight: 86 lbs. (2 squares) 36" X 32'10"; Roll Weight: 78 lbs. (1 square) 36 "X32'10'; Roll Weight: 78 lbs. (1 square) 36" x 164'7 "; Roll weight: 40/55 lbs. (5 squares) 36" x 98'9 "; Roll weight: 90 lbs. (3 squares) 36" x 98'9 "; Roll weight: 69 lbs. (3 squares) 36" x 144', Roll weight: 90 lbs. (4 square) 36" x 32'10"; Roll weight: 90 lbs. (1 square) 36" x 68'7"; Roll weight: 78 lbs. (2 squares) Test Specification ASTM D 4601 Type II UL Type 15 ASTM D 3909 ASTM D 3909 Product Description Asphalt coated, fiberglass reinforced base sheet. Asphalt impregnated and coated inorganic glass fiber surfaced with mineral granules used as the top ply in conventional built-up roof membranes. Asphalt impregnated and coated inorganic glass fiber surfaced with mineral granules used as the top ply in conventional built-up roof membranes. Covered with reflective CoolStar Coating. ASTM D 2178 Fiberglass, asphalt impregnated ply sheet. Type IV or VI UL Type 01 ASTM D 5147 SBS Modified, fiberglass reinforced base sheet. ASTM D 4601 UL Type 02 ASTM D 226 Type 1 • ASTM D 3909 ASTM D 4897 UL Type 30 ASTM D 1970 Asphalt coated, fiberglass base sheet. Organic asphalt saturated felt, Mineral Surfaced fiberglass reinforced buffer sheet. Self-adhering fiberglass reinforced modified bitumen base sheet NOA No.: 08- 0410.07 Expiration Date: 06/I9/13 Approval Date: 10/30/08 Page 2 of 16 APPROVED INSULATIONS: Product Name FlintBoard ISO ACFoam II ISO 95+ High Density Wood Fiberboard Perlite Insulation H- Shield Dens -Deck, Dens -Deck Prime BNRGY -3, UltraGard Gold, PSI -25 Fesco Board Multi -Max, FA APPROVED FASTENERS: Fastener Number Product Name 1. #12 & #14 Dekfast Fastener 2. Dekfast Hex Plate 3. Dekfast Lock Plate 4. #12 & #l4 Roofgrip Fasteners 5. AccuTrac 1- Iextra Fasteners 6. Metal Plate 7. Gearlok Plastic Plate 8. UltraFast 9. UltraFast ASAP AP ?AGVEo TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Wood fiber insulation board Perlite insulation board Polyisocyanurate foam insulation Water resistant gypsum board Polyisocyanurate foam insulation Expanded mineral fiber insulation Polyisocyanurate foam insulation TABLE 3 Product Description Insulation fastener Dimensions Galvatume AZ50 steel plate 2' /a" x 3 'A" Polypropylene plate 3" x 3 ''A" Insulation fastener for wood and steel. Insulation fastener for wood and steel G&1valume stress plate. 3" round 3" square 3.2" Polypropylene round plate Insulation fastener for wood and steel. Pre - assembled Insulation fastener and plate Manufacturer (With Current NOA) CertainTeed . Atlas Energy Products Firestone Building Products, Inc. generic generio Hunter Panels, LLC G -P Gypsum Corp. Johns Manville Johns Manville RMax, Inc. Manufacturer (With Current NOA) SFS Intec SFS Intec SFS Intec OMG OMG OMG OMG Johns Manville Johns Manville NOA No.: 08- 0410.07 Expiration Date: 06/19/13 Approval Date: 10/30/08 Page 3 of 16 APPROVED FASTENERS: Fastener Product Number Name 10. UltraFast Metal Plate 11. UltraFast Plastie Plate 12. Olympic Fastener 1112 1114 13. Olympic Standard 14. Insul -Fits Fastener 15. Insul- Fixx.S Plate 16. Trii-Fast Fasteners 17. Tnt -Fast MP -3 18. Tru -Fast Plates 19. Tru -Fast Plates EVIDENCE SUBMITTED: Test Agency/Identifier Applied Research Laboratories TrinitylERD Momentum Technologies, Inc. Factory Mutual Research Corp. Underwriters Laboratories, Inc. United States Testing Company MIAMI ADECOUNiY APPROVED TABLE 3 Product Description Dimensions Galvalume AZ55 steel plate 3" square & 3" round 3" round High Density Polyolefin round plate & Insulation fastener Galvalume AZ50 steel plate Insulation fastener for steel and wood decks Galvaiuine AZ50 steel plate Insulation fastener for wood and steel decks Galvalume AZ50 steel plate Galvalume AZ55 steel plate Polyethylene plastic plate Name Physical Properties TAS 117 (13) FM 4470, TAS 114 TAS 117 (13) TAS 117 (B)1 ASTM D 6862 FM 4470, TAS 114 ASTM Requirements ASTM D 4601 ASTM D 3909/ D 4897 FMRC 4470 FMRC 4454 FMRC 4470 FMRC 4470 . UL 790 ASTM D 5147 ASTM D 5147 3" round 3" round 3" round 3" round 3" round Manufacturer (With Current NOA) Johns Manville Johns Manville OMG OMG SFS Intec SFS Intec The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. Report ate 28013 06/02/87 3503.10.06 10/10/06 3521.07.04 10/26/07 06490.04.07 -R1 06/27/07 C8500SC.1 l .07 11/30/07 C8370.08.08 08/19/08 C10080.09.08 09/04/08 AX31G8D 09/05/08 AX31G8C 09/05/08 J.1. 113 Y8A 1. AM 03/23/96 J.I.0D3 A3 .AM 04/04/97 J.I.2D0A0.AM 12/23/98 J.1. 1D7A4.AM 11/09/98 R11656 07/13/87 97457 -4 06/03/88° 97- 457 -2R 12/02/87 NOA No.: 08- 0410,07 Expiration Date: 06/19/13 Approval Date: 10/30/08 Page 4 of 16 Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type A(2): Anchor sheet mechanically fastened; all layers of insulation adhered with approved asphalt. All General and System Limitations apply. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density /ft2 ENRGY 3, Multi -Max FA, AC Foam II, FlintBoard ISO, H- Shield Minimum 1.5" thick N/A N/A Perlite Minimum %" thick N/A N/A High Density Wood Fiberboard Minimum' /" thick Na N/A Dens -Deck, Dens -Deck Prime Minimum IA" thick N/A NIA Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20- 401bs1100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Anchor Sheet: All Weather/Empire Base Sheet, GlasBase base sheet or Flintglas Premium Ply Sheet mechanically attached as detailed below. Fastening: Anchor sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8"o.c, in the lap and three rows staggered in the center of the sheet 8 "o.c. Base Sheet: (Optional) Install one ply of All Weather/Empire Base Sheet, Flex- I -Glas, Flex -I- Glas FR or GlasBase base sheet directly over the top layer of insulation. Adhere with any approved mopping asphalt at an application rate of 20 -40 Ibssq. Ply Sheet: Two or more plies of Flintglas Ply Sheet (Type IV) or Fllntglas Premium Ply Sheet (Type VI) or #15 Asphalt Perforated Felt ply sheet adhered in a full mopping of approved asphalt at an application rate of 20 -40 lbs. /sq. Cap Sheet: (Optional) One ply of Fllntglas Mineral Surface cap sheet or Flintglas Mineral Surfaced Cap CoolStar adhered in a full mopping of approved asphalt at an application rate of 20 -40 lbs. /sq. Surfacing: (Required if no cap sheet is used) Install one of the following: 1. Gravel or slag applied at 400 lb./sq. and 300 lbfsq. respectively in a flood coat of approved asphalt at 60 IbJsq. 2. A two part coating consisting of a base coat of Static Asphalt Fibered Emulsion at rate of 3 gal./sq. or Monoform compound; surfaced with 1 gal./sq. Sta -Kool non- fibered aluminum coating or f bered APOC No. 212. Maximum Design Pressure: APPROVED -52.5. psf(See General Limitation #7) NOA No.: 08- 0410.07 Expiration Date: 06/19/13 Approval Date: 10/30/08 Page 6 of 16 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: 1. 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 lbssq., 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 Ibily 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 minimuin rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 Ibf., 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 limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and /or flashing termination designs shall conform to Roofing Application Standard RAS 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 (Le. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) END OF THIS ACCEPTANCE NOA No.: 08- 0410.07 Expiration Date: 06/19/13 Approval Date: 10/30/08 Page 16 of 16 • 2009 ROOFING MATERIALS AND SYSTEMS DIRECTORY ROOF- COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— ortfiutted Membrane . FlodglasPreminm Cap Sheet Fli nilasticGTA Flintlastic CMS 1lintlastigSA Cap FR FlintlasticGTA -PR PfintiasticPR P . Piintlastic PR -Cap ASPHALT.FELT SYSTEMS WITH HOT ROOFING ASPHALT • Class A • I. Deck: NC Incline: 3 Base Sheet: Type G2 Glasbase. Ply Sheet: Type G1 Plintglas or Type G2 Glasbase. Surfacing: Gravel or slag. '2. Deck: C- 15/16' Incline: 1/2 *All )joints blocked. Base Sheet: Two layers Type G2 "Glasbase" base sheet or Type G -1 " Flintglas Ply Sheet". Surfacing: 'type G3 " Flintglas Mineral Surfaced ". 3. Deck: NC Incline :3 Base Sheet: Two layers Type 15 All Weather /Empire. Surfacing: Gravel or slag. 4. Deck: NC Incline: 3 Insulation: Polyisocyanurate, mechanically fastened or hot mopped, any. thickness. Base Sheet: Two to five plies Type 15 asphalt organic or Type G2 asphalt glass hot mopped. Surfacing: Gravel. 5. • Deck: C 15/32 Incline: 3 Insulation: Polyisocyanurate 1 in. min, mechanically fastened or hot mopped. Base Sheet: Three plies Type 15 asphalt saturated organic felt (perfo- rated) hot mopped with hot roofing asphalt. Surfacing:. Gravel. 6. Deck: C -15/32 Incline: 3 Vapor Retarder (Optional): Type G2 "Glasbase" or UL Classified vapor retarder. Insulation (Optional): One or more layers or combination of the following: Polyisocyanurate, perlite, - glasss fiber or wood fiber, any thickness. Base Sheet: Type G2 "Glasbase" base sheet • • Ply Sheet's: Two to three layers of Type Cl " Flintglas" ply sheet or Type G -2 "Glasbase" base sheet. Surfacing: Gravel•or slag. Deck: C-15/32 Incline: 3 Vapor Retarder (Optional): Type G2 "Glasbase" or UL 'Classified vapor retarder. - Insulation (Optional): One or more layers or combination of the following: Polyisocyanurate, petlite, glass fiber or wood fiber, any thickness. Membrane: Three or four layers of Type G1 " Flintglass" ply sheet. Surfacing:' Gravel or slag. 8. Decks C-15/32 Indine;1 • Vapor Retarder (Optional): Type G2 "Glasbase" or UL Classified • vapor -retarder. ' Insulation' (Optional): One or more layers' or conibinMion of the following: Polyisocyanurate, perlite, glass fiber or wood fiber. Base Sheet: One layer Type G2 "Glasbase" base sheet. Ply Sheets :, Two layers Type Gi " Flintglas" ply sheet. Cap Sheet: One layer Type G3 " Pltntglas" cap sheet. - Deck: NC Incline: 1/2 • - Insulation (Optional): One or more Layers or combination of the following: Johns Manville "BNRGY 2 ", polyisocyanurate, perlite, glass fiber or wood fiber, any thickness. Base Sheet: Two layers Type G2 ' GIasbase" base sheet or Type GI "Flintglas Ply Sheet ". • Surfacing: Type G3 "Flintglas Mineral Surfaced ". • Deck: C- 15/16" Incline: 1/2 'All oints blocked. Insulation (Optional): One or more layers polyisocyanurate, 2 in. min, wood fiber, 1 in. min, perfite, 3/4 in. mint, glass fiber, 15/16 In.. min. Base.Sheet: Two layers Type G2 "Glasbase" base sheet or Type GI "Flintglas Ply Sheet ". Acceptable Alternate . Plexiglas Premium Cap Sheet 960 CoolStar Flin1lestic GTA CoolStar . FlintlasticGMSCoolStar PlintlasticSAFRCap Sheet CoolStar Fiintlasilc GTA-FR CoolStar Plintlastic FR -P CooISter Flintlastic FR Cap Sheet CoolSiar ROOF - COVERING MATERIALS (TEVT) 11 Roofing Systems (TGFU)— Continued Surfacing: Type G3 " Flintglas Mineral Surfaced ". 11. Deck: C -15/32 Incline: 3 Insulation (OpHonai):. Any thick s• thickness, one or more layers or comb nations (optional of "Hy -Therm Al", "Hy -Therm TAPERED ", "Hy. Therm COMPOSITE', "Celo- Therm" "HYTec (Energy -LOk) , "TRl- Star", wood fiber or glass fiber, mechanically fastened or hot mopped. Base Sheet: Type 15 asphalt organic •felt, or "Glassbase Base Sheet ", nailed or hot mopped. Ply Sheets: Min three plies Type 15 perforated asphalt organic felt, "Flintglas Type VI Premium Ply Sheet ", " Flintglas Type 1V Ply.Sheet ", hot mopped. Surfacing: Gravel or slag. ' 12. Deck: NC Incline: 2 Insulation (Optional): Any thickness, one or more layers-or combi- nations (optional) of "Hy -Therm Al", "Hy -Therm TAPERED ", "Hy- Therm COMPOSITE ", "Celo- Therni , "HYTec•(Energy- LOK) ", wood fiber or glass fiber, mechanically fastened or hot mopped. Base Sheet: Type G2 "Glassbase Base Sheet', Type G1 "Flintglas Type VI Premium Ply Sheet" or "Ninths Type IV Ply Sheet". Ply Sheet: Min one ply Type G1, " Flintglas Type 1/1 Premium Ply Sheet" or "Flintglas Type IV Ply Sheet",•hot mopped. Surfacing: Type G3 cap sheet, " Flintglas Mineral Surfaced Cap Sheet", hot mopped. , Class B 1. Deck: C-15/32 Incline: i/2 Base Sheet: Two layers Type 15 "All Weather /Empire ". Surfacing: Type GE "Flintglas Mineral Surfaced ". 2. Deck: C-15/32 Incline: 3/4 Vapor Retarder (Optional): Type G2 "Glasbase" or UL Classified vapor retarder. Insulation (Optional): One or more layers or combination of the following: Polyisocyanurate, perlite, glass fiber or wood fiber. Base Sheet: One layer Type G2 "Glasbase" base sheet. Ply Sheets: One layer Type GL " Flintglas" ply sheet. Cap Sheet: One layer Type G3 "Plintglas" cap sheet., . 3. Deck: NC .Incline :l Insulation (Optional): Isocyanurate, wood fiber, glass fiber, 2 inn. max, mechanically fastened. Base Sheet: One or more plies Type G2, liot.mopped or mechanically fastened. • Ply Sheet: One or more plies 'Type Gi, 'Ply IV" or "Ply VI ", hot mopped or mechanically fastened. Membrane: " Flintglas MS Cap Sheet ", hot mopped. Class C 1. Deck; C 15/32 Incline:1 Base Sheet: Type G2 Glasbase: Ply Sheet: TWO layers Type GI "Flintglas ". Surfacing: Hot roofing asphalt, 20 1b/sq. . 2. Deck: C -15/32 Iodine: I Base Sheet: Type G2 "Glasbase ". . • . Ply Sheet: Two layers Type GI " Flintglas" or Type G2 "Glasbase ". Surfacing: Hot roofing asphalt, 20 lbs/sq. 3. Deck: NC ' • Incline: 3 Base Sheet: Type G2 "Glasbase ". Cap Sheet: Type G3 "Flintglas Mineral Surfaced ". COAL TAR PITCH FELT SYSTEMS WITH HOT ROOFING COAL TAR PITCH Class A Deck: C 15/32 Incline: 3 Insulation: Polyisocyanurate, 1 min. mechanically fastened or hot mopped. • Ply Sheet: Pour to five plies coal tan saturated organic felt or three plies of Type G-1 "Flintglas ". ply sheet hot mopped with coal tar pitch or coal tar bitumen. . - Surfacing: Gravel. 2. Deck: C -15/32 - Incline: 1/2 . Vapor Retarder (Optional): Type G2 "Glasbase". or UL Classified vapor retarder. Insulation (Optional): One or more layers or combination of the following: "Ultragard Premier ", polyisocyamrate, perlite, glass fiber • or.wood fiber. Membrane; Three or four layers of Type GI " Flintglas" ply sheet. Surfacing: Gravel or slag. . - 1. LOOK FOR THE UL MARX ON PRODUCT ROOF ASSEMBLiES AND ROOFTOP STRUCTURES Florida Builditng Code Edition MO7 High-Velocity Hurricane Zona Uniform Permit Application Form. Bo ©ti n C (Low Slope Aonlloati if Surfacing :. r94/(/( Fill In specific roof assembly components and identify manufacturer (if a component is not used, identify as ''NA'') System Manufacturer: c4154I N l -afiz4 Product Approval No.: 0 q -00.0. 017 Design Windd Pressures, From „RAS 128 or Calculatiio�ns: Pram :4" a Prnatta:OOf16 Pmax3: 7: 3 Max. Design Pressure, frr he specific Product Approval system: —r Deck: 'TYpe: Gauge/Thickness: Slops: /� / _ Anchor /Base Sheet 8, No. of Ply(s): / t/bse triti a Sh e4 ste er/i�ondln ria . eAp�dP�61)0 Insulation as Layer: / 147 Base Insulation Size and Thickness: Base Insulation fl ner/ onding Material: Top Insulation Layer: A//4 ,� / Top insulation Slie and Thickness: /V Top Insulation FastQrt�rli3onding Material: Base Sheet(s) & No. of Ply(s): Base 4heet Fastener/Bonding Material: Ply Sheet(s) & No. of Ply(s):0)/113 7jic Pi , Sheet , en pocri M eri j 4; Top Ply: NV.. ks p. To y Taste opcjing Ma rph0l./, FLORIDA BUILDING CODE --. BUILDING Fastener Spacing for Anchor/Base Sheet Attachment: Field: U " oc @ Lap, # Rows, @ " oc Perimeter :6' " co @ Lep, ## Rows ? @ " as Corner: " oc @ Lap, # Rows @ . `• 00 Number of Fasteners Per Insulation Board: Field Perimeter Corner Illustrate Components Noted and Details as Applicable: Woodbtocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Gteat, Cant Strip, 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 14 Moil ,ems" e /4 /e rip FT. F Parapet Height Mean Roof Height 15.33 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) CertainTeed Corporation (PA) 1400 Union Meeting Road, P.O. Box 1100 Blue Bell, PA 19422 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee 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 BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO 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 and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: CertainTeed Conventional Built -Up -Roof System Over Wood Decks LABELING: Bach unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA'as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 08- 0227.07 and consists of pages I through lb. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 08- 0410.07 Expiration Date: 06/19/13 Approval Date: 10/30/08 Page 1 of 16 ROOFING ASSEMBLY APPROVAL Category: Sub- Cateeorv: ,Material: Deck Tyne: Maximum Design Pressure Roofmg Built-Up Roofing Fiberglass Wood -60 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 product All Weather/Empire Base Sheet Flintglas® Mineral Surfaced Cap Sheet Flintglas Mineral Surfaced Cap CoolStar Flintglas® Ply Sheet Type IV or VI Flex- I -Glas or Flex -I- Glas FR Base Sheet G1asBasem Base Sheet No. 15 Perforated Felt Yosemite f Buffer Base Sheet Black DiamondTn Base Sheet Dimensions 36"x65'10'; Roll weight: 86 lbs. (2 squares) 36" X 32'10 "; Roll Weight: 78 lbs. (1 square) 36" X 32'10"; Roll Weight: 78 lbs. (1 square) 36" x 164'7"; Roll weight: 40/55 Ibs. (5 squares) 36" x 98'9 "; Roll weight 90 lbs. (3 squares) 36" x 98'9 "; Roll weight: 69 lbs. (3 squares) 36" x 144', Roll weight: 90 Ibs. (4 square) 36 "x32'10'; Roll weight: 90 Ibs. (1 square) 36" x 68'7 "; Roll weight: 78 Ibs. (2 squares) Test Specification ASTM D 4601 Type II UL Type 15 ASTM D 3909 ASTM D 3909 Product Description Asphalt coated, fiberglass reinforced base sheet. Asphalt impregnated and coated inorganic glass fiber surfaced with mineral granules used as the top ply in conventional built -up roof membranes. Asphalt impregnated and coated inorganic glass fiber surfaced with mineral granules used as the top ply in conventional built-up roof membranes. Covered with reflective CoolStar Coating. ASTM D 2178 Fiberglass, asphalt impregnated ply sheet. Type IV or VI UL Type 01 ASTM D 5147 SBS Modified, fiberglass reinforced base sheet. ASTM D 4601 Asphalt coated, fiberglass base sheet. UL Type 02 ASTM D 226 Organic asphalt saturated felt. Type I ASTM D 3909 Mineral Surfaced fiberglass reinforced ASTM D 4897 buffer sheet. UL Type 30 ASTM D 1970 Self - adhering fiberglass reinforced modified bitumen base sheet NOA No.: 08- 0410.07 Expiration Date: 06/19/13 Approval Date: 10/30/08 Page 2 of 16 APPROVED INSULATIONS: Product Name FIintBoard ISO ACFoam 11 ISO 95+ High Density Wood Fiberboard Perlite Insulation H- Shield Dens -Deck, Dens -Deck Prime ENRGY -3, UltraGard Gold, PSI -25 Fesco Board Multi -Max, FA APPROVED FASTENERS: Fastener Number Product Name 1. #12 & #14 Dekfast Fastener 2. Dekfast Hex Plate 3. Dekfast Lock Plate 4. #12 & #14 Roofgrip Fasteners 5. AccuTrac Hextra Fasteners 6. Metal Plate 7. Gearlok Plastic Plate 8. UltraFast 9. UltraFast ASAP MIAMI•DADECOUNTY APPROVED TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Wood fiber insulation board Perlite insulation board Polyisocyanurate foam insulation Water resistant gypsum board Polyisocyanurate foam insulation Expanded mineral fiber insulation Polyisocyanurate foam insulation TABLE 3 Product Description Insulation fastener Manufacturer (With Current NOA) CertainTeed Atlas Energy Products Firestone Building Products, Inc. generic generic Hunter Panels, LLC G -P Gypsum Corp. Johns Manville Johns Manville RMax, Inc. Manufacturer Dimensions (With Current NOA) SFS Intec Galvalume AZ50 steel plate 2 7/8" x 3 %a" Polypropylene plate Insulation fastener for wood and steel. Insulation fastener for wood and steel Galvalume stress plate. Polypropylene round plate Insulation fastener for wood and steel. Pre - assembled Insulation fastener and plate 3" x 3 'V4" 3" round 3" square 3.2" SFS Intec SFS Intec OMG OMG OMG OMG Johns Manville Johns Manville NOA No.: 08-0410.01 Expiration Date: 06/19/13 Approval Date: 10/30/08 Page 3 of 16 APPROVED FASTENERS: Fastener Number Product Name 10. UltraFast Metal Plate 11. UltraFast Plastic Plate 12. Olympic Fastener #12 1114 13. Olympic Standard 14. Insul-Fixx Fastener 15, Insul -Fixx S Plate 16. Tru -Fast Fasteners 17. Tru -Fast MP -3 18. Tru -Fast Plates 19. Tru -Fast Plates EVIDENCE SUBMITTED: Test Agency/Identifier Applied Research Laboratories TrinitylERD Momentum Technologies, Inc. Factory Mutual Research Corp. Underwriters Laboratories, Inc. United States Testing Company TABLE 3 Product Description Dimensions Galvalume AZ55 steel plate 3" square & 3" round 3" round High Density Polyolefin round plate & Insulation fastener Galvalume AZ50 steel plate Insulation fastener for steel and wood decks Galvalume AZ50 steel plate Insulation fastener for wood and steel decks Galvalume AZ50 steel plate Galvalume AZ55 steel plate Polyethylene plastic plate Name Physical Properties TAS 117 (B) FM 4470, TAS 114 TAS 117 (B) TAS 117 (B)/ ASTM D 6862 FM 4470, TAS 114 ASTM Requirements ASTM D 4601 ASTM D 3909/ D 4897 FMRC 4470 FMRC 4454 FMRC 4470 FMRC 4470 UL 790 ASTM D 5147 ASTM D 5147 3" round 3" round 3" round 3" round 3" round Manufacturer (With Current NOA) Johns Manville Johns Manville OMG OMG SFS Intec SFS Inter The Tru -Fast Corp. The Tru -Fast Corp. The Tni-Fast Corp. The Tru -Fast Corp. Report 28013 3503.10.06 3521.07.04 06490.04.07 -R1 C8500SC.11.07 C8370.08.08 C10080.09.08 AX31 G8D AX31G8C J.I. #3Y8A1.AM J.I.0D3A3.AM J.I.2D0A0.AM J.I. 1D7A4.AM R11656 97457 -4 97- 457 -2R ate 06/02/87 10/10/06 10/26/07 06/27/07 11/30/07 08/19/08 09/04/08 09/05/08 09/05/08 03/23/96 04/04/97 12/23/98 11/09/98 07/13/87 06/03/88• 12/02/87 NOA No.: 08- 0410.07 Expiration Date: 06/19/13 Approval Date: 10/30/08 Page 4 of 16 Deck Type 1: Deck Description: System Type E(3): Base Sheet: Fastening: Ply Sheet: Cap Sheet: Surfacing: Maximum Design Pressure: Wood, Non - Insulated S9/321 or greater plywood or wood plank attached using approved nails spaced 4" o.c. at wood joists spaced maximum 24" o. c. Base sheet mechanically attached. All Weather/Empire Base Sheet, GlasBase base sheet or Flintglas Premium Ply Sheet mechanically attached as detailed below. Base sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8 "o.c. in the lap and three rows staggered in the center of the sheet 8 "o.c. Two or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) or #15 Asphalt Perforated Felt ply sheet adhered in a full mopping of approved asphalt at an application rate of 20-40 lbs. /sq. (Optional) One ply of Flintglas Mineral Surface cap sheet or Flintglas Mineral Surfaced Cap CoolStar adhered in a full mopping of approved asphalt at an application rate of 20 -40 lbs. /sq. (Required if no cap sheet is used) Install one of the following: 1. Gravel or slag applied at 400 Ibisq. and 3001b. /sq. respectively in a flood coat of approved asphalt at 601b. /sq. 2. A two part coating consisting of a base coat of Static Asphalt Fibered Emulsion at rate of 3 galJsq, or Monoform compound; surfaced with 1 gal. /sq. Sta -Kool non - fibered aluminum coating or fibered APOC No. 212. -60 psf (See General Limitation #7) NOA No.: 08- 0410.07 Expiration Date: 06/19/13 Approval Date: 10/30/08 Page 15 of 16 WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. 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. 9. 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 psf. 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 tnaximum 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 limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and /or flashing termination designs shall conform to Roofing Application Standard RAS 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 corners). (When ibis limitation is specifically referred within this NOA, General Limitation 117 will not be applicable) END OF THIS ACCEPTANCE MIAM4DADECOUNTY APPROVED NOA No.: 08- 0410.07 Expiration Date: 06/19/13 Approval Date: 10/30/08 Page 16 or 16 '. 20099 ROOFING MATERIALS AND SYSTEMS DIRECTORY ROOF- COVERING MATERIALS- (TEVT) Roofing Systems (TGFU)-- Continued Gfembrane Flo:l)as Premium Cap Sheet fllnfastic GTA FI':nilastic GMS Flifttl'astteSA Cap FR FlintlasticGTA FR Flintlasttc FR P SintlasficFR-Cap Acceptable Alternate. • Flodglas Premium Cap Sheet960CoolStar Mintlas& Gi;A CoolStar Flhitiastic GMS CoolStar F)inflastic SA FR Cap Sheet CoolStar Flinttestic GTA FRCoolStar P1h tlastk FR -P CoolStar Flintlestie FR Cap Sleet CoolStar ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Class A 1. Deck: 1463% Incline: 3 Base Sheet: Type G2 Glasbase. Ply Sheet: Type G1 Flintglas or Type G2 Glasbase. . Surfacing: Gravel or slag. 2. Deck: C•15/16* • Incline: 1/2 .*All joints blocked. Base Sheet: Two Iayers Tyke G2 " Glasbase" base sheet orType G -1, "Flintglas Ply Sheet". • Surfacing: Type G3 "Flintglas Mineral Surfaced". . 3. Deck: NC Incline: 3 Base Sheet: Two layers Type 15 All Weather /Empire. Surfacing: Gravel or slag. 4. Deck: NC Incline: 3 Insulation: Polyisocyanurate, mechanically fastened or hot Mopped, : any thickness. • Base Sheet: Two to five plies Type 15 asphalt organic or Type G2 asphalt glass hot mopped. Surfacing: Gravel. • 5:• Deck: C 15/32 Incline: 3 Insulation: Polyisocyanurate I in. min., mechanically fastened or hot mopped. Base Sheet: Three pies Type 15 asphalt saturated organic felt (perfo- rated) hot mopped with hot roofing asphalt. Surfacing: Grave). Deck: C -15/32 Incline: 3 . Vapor Retarder (Optional): Type G2 "Glasbase" or UL Classified • ' vapor retarder. • 9. Insulation (Optional): One or more layers or combination of the following: Polyisocyanurate, perllte,'glass hoer or wood fiber, any thickness. Base Sheet: Type G2 " Glasbase'" )lase sheet.• Ply Sheets: Two to three layers bf'I'ype G`1 "Fllntglas" ply sheet or Type G2 " Glasbase" base sheet.. Surfacing: Gravel or slag. 7. Deck: C-15/32 • Incline: 3 Vapor Retarder (Optional): Type G2 "Glasbase" or UL 'Classified vapor retarder. Insulation (Optional): One or more layers or combination of the following: Polyisocyanurate, perlite, glass fiber or wood fiber, any thickness. Membrane: Three or four layers of Type GI "Flintgles " pry sheet. Surfacing: Gravel or shag. l S. Park: C-15/32 Incline: l ' Vapor Retarder (Optional): `type G2 " Glasbase" or UL CI •vapor ietardee Insulation' (optional): One or more layers 'or combinkti following: Polyisocyanurate, perlite, glass fiber or wood fiber. Base Sheet: One layer Type•G2 "Glasbase" base sheet. Ply Sheets: Tsvo layers Type GI "Flintglas" ' ply.slieet. Cap Sheeh One layer Typa G3 "Flintg as" cap sheet. • 9. Deck: NC Incline: 1/2 • Insulation (Optional): One or mom layers or combination of the following: johns Manville "ENRGY2 ", polyisocyanurete, perlite, glass fiber or wood fiber, any thickness. Base Sheet: Two layers Type G2 "f:lasbase't base sheet or Type G1 "Flintglas PIy Sheet" Surfacing: Type G3 "Flintglas Mineral Surfaced ". 10. Deck: C45/16* Incline: 1/2 . . *All joints blocked. Insulation (Optional): One or more layers polyisocyanurate, 2 in. min, wood fiber,1 in. min, perlite, 3/4 in. min, glass fiber, 15/16 in. , min. Base.Sheet: Two Layers Type G2 "Glasbase" base sheet or Type GI "Flintglas Ply Sheet". ROOF - COVERING MATERIALS (TEVT) 119 Roofing Systems (TGPt3)— Cerrtinued Surfacing: Type G3 "Flintglas Mhisrat Sur azec( ". , 11. Deck: C-15/52 • Inaihte: 3 , • Insulation (Optional): Any thickness, one or more layers or com bl- . nations (optional of "Hy-Therm AP ", "Hy -Therm TARRED", "Hy- Therm COMPOSITE ", "Celt rf(:erin" "f)Y-Tee ; ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High teloctty Hurricane Zone Uniform Permit Application Form. Sertlon b (Stepp Slo.pad nnf Systan» Roof System Manufacturer: /6 Notice of Acceptance Number: 1/ -J 2 / J a Q. Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: P2: P3: Maximum Design Pressure (From the Product Approval Specific System): rtalope: : 12 ,Stepp Sloped Rnnf System ❑escrIptIon Deck Type: o®d Type Underlaymenl: 545 5 -r /7 "'c ICJ Insulation: Fire Barrier: [ Ridge Ventilation? (VM Fastener Type & Spacing: I /% R,6, f iA viz-; dal p 4 Adhesive Type: Type Cap Sheet r e l Roof Covering: I l Api64)v , Type & Size Drip f & 3 , Edge: [Mean Roof Height: 1 S 16.34 FLORIDA BUILDING Conti— BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or2. Compare the values for Mr with the values from Mt: If the *values are greater than or equal to the Mr values, for each area of the roof, then the tile ottadunent method is acceptable. Method 1 'Moment Based 151e Calculations Per RAS 127" (P1:9S. �__x%Q�77 -ioi 994 - Mg:b:RLY = Mims.? (P2: (i o . �°' x xO. X77 e7 - nig: fps = Mr4�� � Q� C� (P3:il1Q.�xat°J_ �27 1,1174 -Mg:1 eA =M -1.11-1 Product Approval M , Product Approval142.'7 Product Approval M Lr. 7' Method 2 "Slmptified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mr Mr required Moment Resistance* Mean Roof Height -- Roof Slope . 15' 20' 25' 30' 40' 2:12 34.4 38.5 38.2 39.7 42.2 3 :12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 1 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 8:12 26.4 28.0 29.4 30.6 32.4 7:12 24.4 25.9 27.1 28.2 30.0 `Must be used in conjunction with a list of moment bused tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method3. Compared the values for F' with the values forFr. If the F' values aregreater than prequel to the Frvalues, for each area of the roof, then the tile attachment method is acceptable. Method 3' Moment Based Tile Calculations Per RAS 127" (Pt x L x w =.!) - W: X cos 0 = Fri ( P 2 : xL xw• = -W: x cos 0 =Fr2 (P: XL = xw:= -W: x cos0 =Fr3. Product Approval F' Product Approval F' Product Approval F' 3 Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier ,i Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance Me Calculated Minimum Attachment Resistance F. Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L= length ,v =width Product Approval All calculations must be submit ed to the building official at the time of permit application. FLORIDA BUILDING CODE - BUILDING 15.35 MIAMt•DAOE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (HNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (RIGA) Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 MIAMI -DAM COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T(786) 315 -2590 F (786) 315 -2599 vww.nitarnidade.gov /bultt1 nel SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ }. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section an Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Capistrano Concrete Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. Many portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA 1107- 1018.09 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.:I1- 0321.03 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 1 oft ROOFING ASSEMBLY APPROVAL Category: Sub Category:. Materials Roofing Roofing Tiles Concrete 1, SCOPE: This approves a now roofing system using "Capistrano Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by, Applicant Dimensions Capistrano Concrete L =17" Tile W =12'/" Thickness =' /a" Trite Pieces 1= varies w = varies varying thickness Test Spec1flcwtions TAS 112 TAS 112 Product Description High profile concrete roof tile. For direct deck or battened nail -on applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile, NOA No.:11- 0321.03 Expiration Date: 10 /05 /16 Approval Date: 05/12/11 Page 2 of 7 2.1 EVIDENCE SUBMITTED: Test AQencv PRI Asphalt Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Ino. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Celotex Corporation Testing Services Walker Engineering, Ino. Test Identifier ERPF- 001 -02 -02 7161 -03 Appendix III Letter Dated Aug. 1, 1994 P09647 -01 P0402 94-083 94 -084 25- 7094 -(3, 6 & 9) 25- 7120 -(1 & 2) 25- 7183 -(3 & 4) 25- 7214 -(3, 4, &7) 25- 7804 -4 520111 -3 520191 -2 -1 Calculations Test Name/Report ate TAS -112 Aug. 2006 Static Uplift Testing Dec. 1991 TAS 102 & 102(A) Wind Tunnel Testing Aug. 1994 TAS 108 (Nail -On) Wind Tunnel Testing Aug. 1994 TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw Sept. 1993 vs. smooth shank nails Static Uplift Testing April 1994 TAS 101 (Adhesive Set) Static Uplift Testing May 1994 TAS 101 (Mortar Set) Static Uplift Testing Oct. 1994 TAS 102 Static Uplift Testing Nov, 1994 TAS 102 Static Uplift Testing Feb. 1995 TAS 102 Static Uplift Testing March, 1995 TAS 102 Static Uplift Testing Sep. 1996 TAS 102 Statio Uplift Testing Dec. 1998 TAS 101 Static Uplift Testing March 1999 TAS 101 Aerodynamic Multiplier Sep. 2006 NOA No.:11- 0321.03 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 3 of 7 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 tnay required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 1.12, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 hereln. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated .otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building•eodh. 4. INSTALLATION 4.1 Eagle Roofing Products LLC Capistrano Concrete Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) ____ Tile Profile Weight W (Ibf) Length -I (ft) Width -w (ft) Ca +Istrano Concrete Tile 10 1.417 1.04 Table 3: Restoring Moments due to Gravity - Me (ft-Ibf) Table 2: Aerodynamic Multipliers - A (fe) 3 " :12" Tile 5 " :12" A (ft') Greater than 7 " :12" A (ft) Profile Direct Deck Batten Application Direct Deck Direct Capistrano Concrete Tile Battens 0.300 Battens D�cis,iplioation 0.277711 Table 3: Restoring Moments due to Gravity - Me (ft-Ibf) Tile Profile 3 " :12" 4" :12" 5 " :12" 6 ":12" Greater than 7 " :12" Capistrano Concrete Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.68 7'6.91 6.67 6.88 6.44 6.73 6.28 6.66 6.10 6.38 NOA No. :11- 0321.03 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 4of1 Table 4: Attachment Resistance Expressed as a Moment - Mi (ft -Ibf) for Nall -On Systems Tile Profile Fastener Type Direct Deck (min 16132" plywood) Direct Deck (min. 19/32" plywood) Battens Capistrano Conorete Tile 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 Screw 43.2 43.2 29.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nall (Eave Clip) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Cllp) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 2 -10d Ring Shank Nails' 33.1 48.1 45.2 I. Installation with a 4" tile headlap and fasterners are located a min. of 2W from head of tile. Table 6: Attachment Resistance Expressed as a Moment Mr (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Capistrano Concrete Tile Adhesive 29.3` 1 See manufactures component approval for installation requirements. 2 Flexible Products Company Till:Mond Average weight per patty 10.7 grams, Polyfoam Product, Inc. Average weight per patty 8 grams. . Table 6: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Capistrano Concrete Tile Polyfoam PotyProlr "5' Polyfoam PotyProTM \38.74) 3 Large paddy placement of 83grams of PolyProuM. 4 Madtum paddy placement of 24grams of PoiyProYM, Table .7: Attachment Resistance Expressed as a Moment - Mr(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Capistrano Concrete Tile Mortar Sets 24.6 6 Tile -Tice Roof Tile Mortar. NOA No.:11.0321.03 Expiration Date: 10105/16 Approval Date: 05/12/11 Page 5 ofy 5. LABJLXNG All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". EAG FLORIDA CAPISTRANO CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT (LOCATED ON UNDERSIDE OF TILE) 6. BUXLDING P ;RMZT R1QUI1MENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 this Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. NOA No.:11- 0321.03 Expiration Date: 10 /05/16 Approval Date: 05/12/11 Page 6 of 7 PROFILE DRAWING :NAIL 11.143,11 CAPISTRANO CONCRETE ROOF TILE I;ND 01? THIS ACCEPTANCE NOA No.111.032I.03 Expirption Date: 10/05/16 Approval Date: 05/12/11 Page 7 of 7 BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 -2930 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade‘gov/bullding/ SCOPE: This NOA is being issued under ttie applicable rule and regulations governing the use of construction materials. The documentation submitted has been reviewed and,accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may inunediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: BORAL TileSeal LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA #08- 0107.02 and consists of pages I through 3. The submitted documentation was reviewed by Alex Tigera. NOA No.: 11- 0714.04 Expiration Date: 07/31/12 Approval Date: 10/13/11 Page 1 of 3 ROOFING COMPONENT APPROVAL Cateeory• Sub - Category: Material: Roofing Underlayment SBS PRODUCTS DESCRIPTION: Product Dimensions BORAL TileSeal 36" x 36' rolls 36" x 72' rolls MANUFACTURING PLANTS: 1. Brentwood, NH EVIDENCE SUBMITTED: Test Agency Underwriters Laboratories, hic. IRT- Arcon, Inc. PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. PRI Construction Materials Technologies, LLC. Test Product Specification Description TAS 103 SBS self - adhering asphalt sheet material with a white glass re- enforced polyester surfacing fabric; for use as an underlayment in sloped roof assemblies. Test Identifier 814610 02 -012 NEI- 006 -02 -01 NEI- 008 -02 -01 NEI- 045 -02 -01 NEI- 053 -02 -01 Test Name /Report Follow up Service TAS 103 TAS 103 TAS 114 (H) ASTM D 4798 & ASTM G 155 ASTM D 4798 & ASTM G 155 APPROVED ASSEMBLIES: Deck Type 1: Wood, non - insulated, new construction Deck Description: Is /32" or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck, membrane adhered. Date 03/28/02 02/28/02 04/01/02 07/30/02 08/08/07 05/01/08 Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Membrane: One or more plies of BORAL TileSeal Underlayment with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with BORAL TileSeal Underlayment is acceptable. Surfacing: Approved for Approved Adhesive Set Roof Tile Systems, Mechanically Fastened Roof Tile, Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle assemblies. NOA No.: 11-0714.04 Expiration Date: 07/31/12 Approval Date: 10/13/11 Page 2of 3 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. BORAL TileSeal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base /Anchor sheet underlayment. 5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 90 days of application. 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6 :12 when tiles are loaded directly to the BORAL TileSeal underlayment; loading boards or battens are required on roof pitches greater than 6 :12 ". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12 ". 9. BORAL TileSeal underlayment may be used with any approved roof covering Notice of Acceptance listing BORAL TileSeal underlayment as a component part of an assembly in the Notice of Acceptance. If BORAL TileSeal underlayment 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. 10. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 11. 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 hi both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. 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 BORAL TileSeal underlayment shall be applied over the underlayment. 15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. END OF THIS ACCEPTANCE NOA No.: 11- 0714.04 Expiration Date: 07/31/12 Approval Date: 10/13/11 Page 3 of 3 MIAM3•iXADE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (ANC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315-2599 www.niinmIdade.govilmilding/ 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 Miatni -Dade County BNC - Produot Control Section to be used in Miami Dade County and other areas whore allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyproe AH160 LABELING: Bach unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOAII 06- 0201.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 11- 0124.04 Expiration Date: 05 /10/12 Approval Date: 04/14/11 Page 1 of 7 ROOFING COMP Category: Sub Category: Ma terials: ONENT APPROVAL: Roofing Roof tile adhesive Polyurethane SCOPE: This approves Polypro@ A11160 as manufactured by Polyfoam Products, Inc. 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 Polypro@ 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 pneeiiieatj9ns Polypro® AH160 N/A TAS 101 Foampro® RTFI000 N/A ProPack 30 & 100 N/A product Description Two component polyurethane foam adhesive Dispensing Equipment 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 Polypro AH160 roof tile adhesive. PIIYSICAL PROPERTIES: Property, Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs. /ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 LbsJFt2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change t`a?158 °F.,100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 2 or/ EVIDENCE SUBMITTED: Test Agency Test Identifier T! Name/Reed Date Center for Applied Engineering 1194 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438-7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division Ramteeh Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM B.108 11/16/94 01- 6739- 062b[1] ASTM B 84 01/16/95 Trinity Bngineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454-2-1 TAS 101 • 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 • TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlay :neat shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro AH160 roof tile adhesive with their tile assemblies shall test in accordance wlth TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tilo adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. (I) W 2 ^ F'- - MS NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 3 of 7 INSTALLATION: 1. Polypro® AH 160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2, Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro AH160 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 ht the roof the assembly NOA 3, Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro ID AH160 Operating Instruction and Maintenance Booklet, 4. Installation tnust be by a Factory Trained 'Qualified Applioatof approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foainpro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the 'B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foanipro RTFI 000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight, 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH 160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Bach generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement Tor Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles 113 8 LABELING: All Polyprott'0 AH160 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 ofthis system. NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nall through ploolto comoni Utdidayrnant 1 Paddy (tlmlhTii1 101n` Eno Cato •rx ix Eavecoutc 014: Kaapa adagio apptox. • --+ , 4N.up from weeplwks Eno anti raid) Nall Uuougb plastic moat UndeAayrsnn( 1 Paddy (fit moth 11O) 1010. FonCouao Fan censeoft Ke op W as the apps ox. 41n. up homwaephctcs Fascia EaToMo+ N1K through pfasUo cement Undariayrcrrent NWtt4_ & Piny [Beneath TR,) Datum Eno coo Mop edheskeapprox. 4 tn. vpIto wacptrolae FUCA tlaOA EaVO C1O60 Dripodgo I) Place enough adhostretoachtiv a1ita23 Dpt!ana1244514r ware tacks In cooled MIN pleb ctaeppUcheppBwltons ?)Toro 1 lo. Flom oltompaldadoodposceadhasive112I� To Then WWI oulaldeadgoolcovartlio. .Q ihenlnataBNolTe. / Nal bumph p1Mttesoroont Undorlaymeal 1 (epppppcO0rl 011hetria t r btovortTa. Abut loseuodcourseol EabOfes. Ensure arooutdo! eadcovarUOare ateavelna Eon claw weep Ole leads Wattshowo) PoCOW toppba+ter seddge. xa NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 5of7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nail though Oda cement Paddy {6eaaa%Ttt ) Undetlaymenl i 7In. Eva Cam Eave%nure Facia' Nall through plasllc cement Nall Through plasgc cement lg& u*P. .1tiY Undetlaymenl 1 Paddy (Beneath TIle) @aveCom Fascia Wesphoola Eaysclosuto Win edge NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 64317 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement Faddy (between tile) Paddy (undor tllo) In. Single paddy 3 I x under the Single paddy on under - layment zs. 1-Ea °course Sings° paddy on top of tile la. X? in. medium size paddy eau Fascia couise only Nall through plasllc cement Nall through plastic cement Single paddy undo the Undo:laymen! Single paddy between tlio curse coo paddy onyava urse only el in.x 31n, Single 4 in. paddyon under. layman! Stogie paddy on top of the Ear° Cowae Fascia Woap ota Eavo closure Ddpedga END OF THIS ACCEPTANCE NOA No,: 11.0124,04 Expiration Dale: 05/10/12 Approval Dato: 04/14/11 Page 7 of 7