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RF-12-313Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 170308 Permit Number: RF -2 -12 -313 Scheduled Inspection Date: April 10, 2012 Inspector: Bruhn, Norman Owner: WHALEN JR, MICHAEL PATRICK Job Address: 10414 N MIAMI Avenue Miami Shores, FL 33150- Project: <NONE> Contractor: PAUL BANGE ROOFING, INC. Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1121360131150 Phone: 3051981 -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 9 of 16 ENGINEERING ederal & TESTING250 SW 13th Ave Pompano Beach, FL 33069 Phone 954 - 784 -2941 800 - 848 -1919 Fax 954- 784 -7875 fed - eng.com April 4, 2012 Order # 12 -754 Paul Bange Roofing 7000 SW 21st Place Davie, FL 33317 RE: TAS -106 TILE UPLIFT TESTS Proposed Roof Whalen Residence Permit # RF -2 -12 -313 10414 N. Miami Avenue 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 4, 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 Clay Tile Foam Set. The pitch of the subject roof is 4/12. Our field engineer visited the site and conducted 35 uplift tests on the roof tiles. All tests 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— 8 Corner See Attached Diagram > 35 pounds Passed 9 — 22 Perimeter See Attached Diagram > 35 pounds Passed 23 — 29 Field See Attached Diagram > 35 pounds Passed 30 — 35 Hip/Ridge 1 See Attached Diagram > 35 pounds Passed Keith LeBlanc, P.E. ri Federal Engineering & Testing Florida Reg. No. 59394 Construction Material Testing Council Lab Accredited & Certified by Army Corp of Engineers MIAMI•DADE COUNTY Miami Dade County Florida Department of Transportation Fl ENGINEERING Page 2 4/4/12 10414 N. Miami Avenue 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, /JL—, Keith LeBlanc, P.E. y /514t Federal Engineering & Testing Florida Reg. No. 59394 Certificate of Authorization # 5471 Miami -Dade County Certification # 11- 0407.01 N / A=0.1W = 0.1x38' =3.8' A 0.4II= 0.4x15' =6.0' Perimeter Dimensions = 4.0' Corner area = 128 S.F. -8 tests Perimeter area =536 S.F. 14 tests Field area =736 S.F.- 7 tests 117 Total Ridge Caps = 6 tests Field Sketch Not to Scale 10414 N. Miami Avenue Miami Shores, FL STATE OF FE_4 'r''V!,, CO'.: "4T'.t 07 r� ! oitinedf�ftJt h. i p }$ ii'.. D _J 1N11R'� a� ia;U wr 1 HQ ', v'. f e„ is E'Se .+.'un ' Ci.^idl'w ay Sy Alfaimitel otc C OF COMIVIENCEMENT A RECORDED COPY MUST BE POS I'ED ON TEE JOB //SITE ��ATT TEVIE OF FIRST PERMIT NO. TAX FOLIO NO.L_ 5:246 i STATE OF FLORIDA COUNTY OF MIAMI -DADE: Izr 11111111111111111111111 1 11111111111111111 CFN 2012R0145751 OR Bk 28015 Ps 2407i (1a) INSPECTION RECORDED 03/01/2012 109:41 :01 HARVEY RUVIF4r CLERK OF COURT MIAMI-DAOE COUNTY' FLORIDA LAST PAGE 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. 1. Legal description of 7ty and street/address: trig/ /V. f /21e 40-1-cR3 3!K 102 2. Description of improvement: %QC, 3. Owner(s) name and address: Interest in property: DA INAMINIUMICTIWilffMr Name and address of fee simple titleholder: Contractor's name and address: 1 r 3, 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons with the state of Florida desi Section 713.13(1)(a)7., Florida Statutes. Name and address: ted by Owner upon whom notices or other documents may be served as provided by 8. In addition to himseliy 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. t Name and address: 9. Expiratio ; date of this Notice o_ mmencement: (the expiration date is 1 year from the date of recording unless a different date Notary Public Print Notary's Name My co . •' s (se Paul Bange Roofing, Inc, 7000 SW 21 Place Davie, FL 1317 111.e441 *= Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 31 ` INSPECTION'S PHONE NUMBER: (305) 762.4949 B DING Permit No./F Di3 PE ' IT APPLICATION Master Permit No. FBC 2007 Permit Type: BUILDING OWNER: Name �((Fee�/Si�p1e Titlehol er): Address: / / /`N /f j#4 City: 4'4 O(es State: _G FEB 2 4 2 BY:. ..........�o"�= -- ROOFgNG I/hii I i (tJPhone#: 2II -610 Tenant/Lessee ame: Email:#V Phone #: JOB ADDRESS: 1°Ct6 c/ //M/4 City: Miami Shores County: Miami Da' - Zip: Folio/Parcel #: ° i f(k) Is the Building Historically Designated: Yes CONTRA TOR: ompany Name: Ad City. ,4 NO Flood Zone: Phone #:QSWgl 7i7 Zip: Qualifier Name: 40 / • Phone #: State Certification or Regi ation #: `✓ ' J Ce ficate of Competency #: Contact Phone #:195V�1— ,7E Email Address: U DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 4.20,1/77 , Square/Linear Footage of Work: /5 "? Type of Work: UAddition U ern •New ClRepair/Replace ❑ emoli/tion Descriptio of Work: .' j � e di; ! ` 41, � G 1 l . ] % ,TEN ! e. 1 Z " MI I gam'.Wr- L ******* * * * * ** * ** * ** * * * * * *** **** *** **** Fees******** ** * ****** *** * *** * **** * * * ** ** * ** * * * ** Submittal Fee $ Permit Fee $ 2 ZJ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 2 (Q - l J� 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT . MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspectio ' which occurs en 7) days after the building permit is issued. In the absence of such posted notice, the inspection will no be ' . • iov ;- t • • a ..4 tion fee will be charged. Signature e foregoin wh Owner or gent ment was ac ,20 by The foregoin0 `t, is , e Bsonally known to me or who has produced ent was ackno , 20 'by who is personal y knemalo ' e or who has produced as ation and w did an oath. e an oath. lII p ® ®�d S Print: My Commission Expires: m 2 ®1%,._"1-** yFein ***k******** kkkkk****kkXk*kk* 4yA 14u5' / 'IQ s ° APPROVED BY jgZ1L'°�y4dddthN •'¢ ©0 �FSFaa: ksksIai$ yRM�R% k� ':rkAs- kk$a�+k3Yx+as�:ekikekaa� �II�� dsNss4eaaax*M ®® ®d If i111 \ Zoning Plans Examiner Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Maori S4mre 'nudge Nolf 27 efra toteat 10050 NE 2nd Ave * Miami Shores, FI 33138 Phone 305-795-2204; Fax 305 - 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. 'o: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 WI)pleski Tr, Property Address: )01W I1 . . A� Ze: Owner's Name: Roofing Permit Number: Date: o) `,, ° 1' )ear Building Official: e 11 11 I IO i q � % UitlhALt certify that I am not required to retrofit the roof to wall :onnections of my building because: The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. 7 The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or vith the ion 1994 n of the South Florida Building Code (1994 SFBC) itate of Florida ;ounty of Dade Ui J LL.t.Iel. Tr Print Name he undersigned, being the first duly sworn, deposes and says that he /she is the woperty mentioned. Sworn to and subscribed before me t is e ti," AtillelMAR air 14■42.1:624018 ($3 -1' Jotary Public, Sate of Florida at Larg When the just valuation of the structure for purpose of ad valorem taxation is equal to or more ' han $300,0 : 00, an BC nor a 1994 SFBC. Then you must provide a building application from a General Contractor • SOT #OD 757 ®2 m .s 6ondea ot . <z,�, building was�`Q9 - cOat(C Sd€ <\ all connection Hurricane IV aNtiniiii119N 7000 SW 21st PLACE P,li i =, ;I> 7 ('I i STATE CERT. CC C033691 DAVIE, FL 33317 r LICENSED AND INSURED N. BROW: (954) 566 -ROOF (7663) (f J t ?� . S. BROW: (954) 981 -ROOF (7663) II i • (, o Member of FAX: (954) 964 -ROOF (7663) Better Business Bureau Proposal PROPOSAL SUBMITTED TO DATE 2/3/2012 PHONE (305) 710 -6801 NAME Whalen, Pat JOB NAME Whalen, Pat STREET 10414 N Miami Ave STREET 10414 N Miami Ave CITY Miami Shores STATE Florida ZIP 0 CITY Miami Shores STATE Florida ZIP 0 We hereby submit specification and estimate for PREP. WORK Reroof - Slope and Flat FIBERGLASS / MODIFIED as per code. ply IV fiberglass felt eave drip metal. Fiberglass cap sheet and per linear foot (plywood vf Remove existing roof to a clean workable surface dispose of debris. Install 43# base sheet 409 Replace rotten sheathing at $4.00 e/ Install 2 plies of by sq ft) includes carpentry. 100 feet free Install 3 X 3 in. V Install new lead flashing to all plumbing vent te Install new 26 gauge 16" galvanized metal stacks. to all 1 to Install mineral surface METAL ❑ Install fire barrier as per code. underlayment in. eave drip metal. metal roof. valleys and tie -ins. Exposed Not Exposed Install o/ Type of roof to be removed Tile ❑ Install SHINGLES Install base sheet. resistant shingles. Color ❑ Install TILE sheet. in. eave drip metal. @/ Install 30# base v Install 3 X 3 ❑ Install in. eave drip metal. Install Self - Adhering Tile Underaayment Install fiberglass fungus Install Santa fe set in Foam ❑ Mfg By Tile Color. tba Repairs Re -nail existing sheeting as per South Florida Building Code . Proposal includes permit and tax We hereby propose to fumish labor and materials complete in accordance with the above specifications for the sum of Twelve thousand Four hundred seventy seven dollars ( $12,477.00 ) Method of Payment to be made as follows: No Deposit: To be paid In full day of completion NOTE TO BUYER, GENERAL CONTRACTOR OR OWNER: Paul Bange Roofing Inc. the above specifications. A deposit of $0.00 is hereby required upon acceptance hereby proposes to fumish the above labor and materials in accordance and the balance as work progresses in direct ratio to work completed. accepted within ten days from the date issued. for a period of 5 years (slope) and 5 years (flat), but reserves with the are will be as All agreements CUSTOMER other by Payment in full to be made upon completion of WARRANTIED TO ORIGINAL OWNER Paul right to supervise or inspect all work subsequently null and void. Warranty is transferable to new specified and work is to be completed in a workmanlike Any alteration or deviation from above specifications contingent upon strikes, accidents and delays Paul Bange Roofing, Inc. will exercise reasonable shrubbery, screening, pipes or cables, above or IS URGED TO COVER FURNITURE _OTHERWISE tradesmen or parties. Owner to be responsible termites, carpenter ants, or any other wood boring THIS CONTRACT IS SUBJECT TO OFFI the Job: this estimate may Bange Roofing Inc. warrants performed by other owner upon written application manner according will become an extra beyond our control. Owner care when performing below ground. We will PROTECT THEIR for location of septic tank. insects Such wood be cancelled unless workmanship parties to the roof, (subject to to standard practices. charge over and to carry insurance the work, but cannot not be held responsible PROPERTY. Paul Bange will be replaced Authorized Representative for a reasonable fee. Without this approval) and payment of 10% of contract above the estimate of labor and against fire, tomado, vandalism, be held responsible in any manner for water damage to the exterior We cannot assume responsibility for Roofing Inc. cannot be held responsible at an additional charge. Signature supervision price. usual costs and other for damage or interior any damages for • • or inspection, all warranties All materials furnished of our agreement. casualty losses. to sidewalks, foliage, of the premises. done to the roof by • • . • . ne to any lumber ��• PPROVAL Name David Bange • The above ,, ces, s. -... =lion' : n. conditions outlined ab ve. This p • • • sal ha the `• ower o Sigma re PRINT € • ACCEPTANCE OF PROPOSAL • satisfactory and are hereby accepted. You are authorized to do the work • • ntract when signed and accepted. I have read and agree to the terms and i ACCEPTED as specified. conditions Date Payment will be as stated above. made as rE 3.111,9111 d, v'! Miami -Dade My Home Page 1 of 1 My Home de.gav Show Me: Property Information Search By: Select Item t® Text only LT'+ Property Appraiser Tax Estimator 1gProperty Appraiser Tax S.omoarisorl Summary Details: Folio No.: 11 -2136- 013 -1150 Property: 10414 N MIAMI AVE Mailing Address: MICHAEL PATRICK WHALEN JR 10414 NORTH MIAMI AVE MIAMI SHORES FL 33150- Propert y Information: Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - _ 8 486 SINGLE FAMILY Beds /Baths: 2/1 Floors: 1 Living Units: 1 Adj Sq Footage: 1,129 Lot Size: 9,750 SO FT Year Built: 1936 City: MIAMI SHORES SEC 5 $0/$137,015 PB 10-47 LOT 3 & S23FT $0/$132,204 LOT 2 BLK 125 LOT Legal Description. 000 SIZE 19374 -275.410 11 X 2000 130 OR 1 COC 22962 -1621 12 2004 5 OR 27767 -4238 0711 01 Assessment Information: Year: 2011 2010 Land Value: _ 8 486 $88,55 Building ng Value: $88,486 ,486 $88,5115 Market Value: $132,d04 $137,015 Assessed Value: $132,204 $137,015 Taxable Value Information: Year: 2011 2010 Applied Applied Taxing Authority: Exempti Taxable on/ Exemption/ Taxable Value: Value: Regional: $0/$132,204 $0/9137,015 County: 90/9132,204 $0/$137,015 City: 90/$132,204 $0/$137,015 School Board: $0/$132,204 $0/$137,015 Sale Information: Sale Date: 7/2011 Sale Amount: $179,000 Sale O /R: Sales Qualification Description: 27767 -4238 Sales qualified as a result of examination of the deed View Additional Sales Additional Information: Click here to see more information for this property: Community Development District Community Redevelopment Area Empowerment Zone Enterprise Zone Zoning Land Use Urban Development Boundary Zoning Non -Ad Valorem Assessments Environmental Considerationg ACTIVE TOOL: SELECT MIAMI-DADE CI la BIM MIN Aerial Photography - 2009 Jdv Home/ Property Information 1 Property Taxes 1 My Neighborhood 1 property Appraise( 0 Home 1 Using Our Site 1 Phone Directory! Privacy 1 Disclaimer 113 ft If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site ® 2002 Miami -Dade County. All rights reserved. Legend Property N Boundary N N Selected Property Street Highway Miami -Dade County Water WE ade County - My rhood Options http: / /gisims2.miamidade .goy /myhome /propmap.asp 2/7/2012 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Master Permit No. Contract Job Addr Low Slope 4S BY:_ Florida Building Code Edition 2007 HIgh Velocity Hurricane Zone Uniform Permit Application Form. L. Process No. rr's Nam; jab Pig U so, 4i % "Ad A Y .I Ir U� ' .4 . ,/ ■■ I • SUBJECT CO CCMPUANCE WT n-1 ALL FEDERAL STATE AND C(UN i f HLLES AND RFCULATIQNS Lo Set ha t TII a m ° 'Ili z E VCI AS Slope III Mechanically Fastened Tile XMortar!AdhesIv• ti ❑ Metal PanetlShingles 0 Wood ShInglesk \ ['Prescriptive BUR -RAS 180 � ROOF TYPE ■ Aspha Mlbt t Roof toot Area C A Reroofing ❑ Recovering ❑ Repair ❑ Mal ROOF SYSTEM INFORMATION (SF) Steep Sloped Roof Area (SF) Tote O W� 16 Section B(OOrt Plan) APPROVED� !— w w o z Ni BLDG DEPT Sketch Roof Plan: illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and Levels, clearly Identify dimensions of elevated pressure zones and location of parapets. ■■■■■■■■■EMENENE■■I1-i11111■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ur!A ■■■■ ■■■■■ ■!MIHN■■INFINEN ■ M%■ ■■■■ ■ ■!'��!'1!! ■ ■���■ ■mil ■�■ ■ .11 EN= ■ ■ty7 M■ ■■I ■ ■■ ■E■ ■■ ■■ ■■■■ ■■r■■ ■i►■■ J■ ■E■■■■ ■■ ■■ ram, ■■ ■uA mo►■n i■©;i■■o o■ ■■ iii■ ■■ ■ ■ ■ ■■ ■ ■rMI■ ■r■■■■■ \ ■■ M ■■■ ■■■■■ ■,1■111mourimi n IN U■ •■ ■■■ ■■ ■■■■ ■ ■ ■•• %0J7M i!'ilI■1!!!IPII■i r Iu ■■■■ ■ ■■W': Il %//K i■■Ii r- 4a. ■111091■I■■■■ ■■■■ ■■ ■ ■■■■■■■ ■■■ii��■■ ■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■■ ■ •■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■.■ 15.32 FLORIDA BUILDING CODE — BUILDING a ..' f ‘k•-,. 41 '• • '-4 IN,4kr. 1 ,,,,,,,„,,, , , vowetkeAT.t.inr. 7,-, ,,,,, • ,:-Va tti '1 r T.;?..', it 47,t .4.4au.agroirwzrzacazarstz, - A kmanitmlip:4:1.;" \ :'' • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building C dfs Edition 2007 High- Velocity Hurricane !4m Uniform Permit Application Form. BAG_ tIAfl C Low Slops 1� cation} L� FM In specific roof assembly components en and id illy manufacturer (if a component la not used, Identify as `'NA") System Manufacturer: cIe, i A / .-',C!/...]f Product Approval No.: tJ q-000 . 0 Design Wind Pressures, FroQm�RAS 128 or Calculations: Pmaxl: �` a Prnax2: OOf�d Pmax3:_l` Max. Design Pressure, fr y. he specific Product Approval system: %} Deck: I / p 4 Typo: �1/ Gauge/Thickness: Slope: /� /,, Anchor /Base Sheet & No. of Piy(s): / t4s�se nviray:grylp., plBoruzeigNo Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation�yfpner /Bonding Material: - Top Insulation Layer: the/ Top insulation SIae and Thickness: /0 Top insulation Fastyner/Bonding Material: Base Sheet(s) & No. of Ply(s): Base heat Fastener/Bonding MViaterial: PIy Sheet(s) & No. of PI y(s):Q?l) 3 7 i Pi Sheet F en r/ o df M ell Top Ply: f (11.5 ) To e gynn44 FLORIDA BUILDING CODE— BUILDINGS Surfacing: Mild e6 Fastener Spacing for Anchor /Base Sheet Attachment: Field: U „ oc @ Lap, # Rowe. @y " oc Perimeter: " oc @ Lap, # Rows 7 @ _ " oc Corner: `�! " oo @ Lap, *1 Rows `t C ,• ac Number of Fasteners Per insulation Board: Field - Perimeter Corner Illustrate Components Noted and Details as Applicable: Woodbiocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Eta. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit FT. Parapet Height FT Mean Roof Height V st 15.33 SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATIONS FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics workmanship: The workmanship provisions of Chapter 15 (High - Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (high - Velocity Hurricane Zones) of the. (The roof deck is usually concealed prior to removing the existing roof system.) 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas ofthe 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 flows 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: Chapter 15 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. It may be beneficial to consider additional venting which can result in extending the service life of the roof. z Owner's /A: ent's ignature e Contra "'or;?'ature 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 -DADS 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 (AHD). 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 AID may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 13CCO 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 Veloeity 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 16. 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- Category; Material: Deck Tyne: Maximum Design Pressure Roofing Built -Up Roofing Fiberglass Wood -60 psf TRADE NAMES OF PRODUCTS IVIANUFACTURED 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 GIasBaseT "' Base Sheet No. 15 Perforated Felt Yosemite Base Sheet Buffer Black DiamondTn Base Sheet Dimensions 36 "x65'10'; Roll weight: 86 lbs. (2 squares) 36 "X32'10'; Roll Weight: 78 lbs. (1 square) 36" X 32'10"; Roll Weight: 78 lbs. (1 square) 36" x 164'7'; Roll weight: 40/55 lbs. (5 squares) 36" x 98'9"; Roll weight: 90 lbs. (3 squares) 36 "x98'9'; Roll weight: 69 lbs. (3 squares) 36" x 144', Roll weight: 90 Ibs. (4 square) 36 "x32'10 "; Roll weight: 90 lbs. (1 square) 36" x 68'7 "; Roll weight: 78 lbs. (2 squares) Test Apecification ASTM D 4601 Type 11 UL Type 15 ASTM D 3909 ASTM D 3909 Product Deserinilon 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 G1 ASTM D 5147 SBS Modified, fiberglass reinforced base sheet. ASTM D 4601 UL Type G2 ASTM D 226 Type I 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: 06/19/13 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 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 & 1114 Roofgrip Fasteners 5. AccuTrac Hextra Fasteners 6. Metal Plate 7. Gearlok Plastic Plate 8. UltraFast 9. UltraFast ASAP MIAMFDADECOUNTY APPROVED TABLE2 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 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. TABLE 3 Product Manufacturer Description Dimensions (With Current NOA) Insulation fastener SFS Intec Galvalutne AZ50 steel plate 274" x 3 '''A" Polypropylene plate 3" x 3 ''A" Insulation fastener for wood and steel. Insulation fastener for wood and steel Galvalume stress plate. 3" round 3" square 3.2" Polypropylene round plate Insulation fastener for wood and steel. Pre - assembled Insulation fastener and plate SFS Intec SFS httec 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 Plastic Plate 12. Olympic Fastener #12 #14 13. Olympic Standard 14. Insul -Fixx Fastener 15. Insul-Fixx S Plate 16. Tru -Fast Fasteners 17. Tru -Fast MP -3 18. Trn -Fast Plates 19. Tru -Fast Plates EVIDENCE SUBMITTED: Test AgencvlIdentifier Applied Research Laboratories TrinitypD Momentum Technologies, Inc. Factory Mutual Research Corp. Underwriters Laboratories, Inc. United States Testing Company TABLE 3 Product Description Galvalume AZ55 steel plate 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 D5147 Dimensions 3" square & 3" round 3" round 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 Date 28013 06/02/87 3503.10.06 10/10/06 3521.07.04 10/26/07 06490.04.07 -R1 06/27/07 C8500SC.11.07 11/30/07 C8370.08.08 08/19/08 C 10080.09.08 09/04/08 AX31 080 09/05/08 AX31G8C 09/05/08 J.I. #3Y8A 1.AM 03/23/96 J.I.0D3A3.AM 04/04/97 J.I. 2D0AO.AM 12/23/98 J.I.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 1: Deck .Description: System Type E(3): Base Sheet: Fastening: Ply Sheet: Cap Sheet: Surfacing: Maximum Design Pressure: Wood, Non - Insulated 19/32' 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, Glasfase 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 sheet8'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 300lb. /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 gal /sq. 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. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12lbs. /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 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 (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation in 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 2000 ROOFING MATERIALS AND SYSTEMS DIRECTORY ROOF-COVERING MATERIALS-(ThVT) Roofing Systems (TGFUi- Cent1n :red ttembrane f►eedglas Premium Cap Sheet flinilastIc GTA FI'intlastic GAB fiitt1 stte SA Cap FR FlinllasUCGT . PR Flintlastic FR P FlintiasticFR-Cap AcceptableAllernate. • Plexiglas Premium Capp Sheet 960 CoolStar FltnIlasttc GTA CoolStat Plietlasttc GMS CoolStar Flintlastic SA FR Cap Sheet CoolStar Piintlastic GTA FRCoolStar Flintlastic FR P CooIStar l intlastleFRCapSkeetCoo)Star ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Class A 1. Deck :IVCY Incline :3 Base Sheet: Type G2 Glasbase. Ply Sheet: Type GI Flintglas 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;;l'ype 0-1 "Flintglas Ply Sheet". , , Surfadng: Type G3 "Flintglas Mineral Surfaced ". . 3. beck: 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 I5 asphalt organic or Type G2 asphalt glass hot mopped. Surfacing: Gravel. • 5.2 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. 18. ' Deck: •15/32 Incline: 3 . Vapor Retarder (Optional): Typo G2 "Glasbase" or TA. Classified , ' vapor retarder, • • Insulation (Optional): One pr more layers or combination of the following: Polyisocyanurate, perlite, 'glass fiber or wood fiber, any thickness. Base Sheet: Type G2 "Glasbase" base sheet.• Ply Sheets: Two to three layers•iof Type Gr1 "Flintglas" ply sheet or Type G-2 "Glasbase" base sheet. Surfadnp: Gravel or slag. 7. Deck: C-15/32 • Incline: 3 Vapor Retarder (Optional): Type 02 "Glasbase" or UL'CIasslfted vapor retarder: Insulation (OpHonal)r One or mare Layers or combination of the following: Polyisocyanurate, perlite, glass fiber or wood fiber, any thickness. Membrane: Three or four layers of Type 01 ".Flintglas" ply sheet. p Surfacing: Gravel or slag. t 8, \)leek: C-15/32 incline ) 1 ' Vapor Retarder (Optional): Type G2 "Glasbase" or UL CI •vapor retarder. • Insulatlon'(Optiona!): One or more layers 'or comb1n4i following: Polyisocyanurate, perilte, glass fiber or wood fiber. Base Sheet: One layer Type•G2 "Glasbase" base sheet. Ply Sheets: Tsvo layers Type G1 'Tlintglas' ply.st4eet Cap Sheet•. One layer Type G3 "Flintglas" cap sheet. . 9. Deck: NC Incline: 1/2 • • Insulation (Optional): One or more layers or combination of the • following: Johns Manville "RNRGY 2 ", polyisocyanurate, perlite, glass fiber or wood fiber, any thtclaress. Base Sheet: Two layers Type G2 "Glasbase': base sheet or Type GI "Flintglas Ply Sheet'. Surfadng: Type 03 "Flintglas Mineral Surfaced ". 10. Deck: C- 15/16* Incliner 1/2 . *All joints blocked, Insulation (Optional): One or more layers poiytsocyanurate, 2 ln. min, wood fiber,1 in. min, perilte, 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•GOVERING MATERIALS (TENT) Roofing Systems (TGF(J)- Crntinued, Surfacing: Type G3 "Flintglas Mtn rrl'. Sur a eri ". ; 11. Deck: C-15/32 • Ina :tie :3 Insulation (Optional): Any thickness, one or more layers or combi- nations (optional of "Hy -Term AP", "Hy Therm TAPERED ", "Hy- Therm COMPOSITE , "Celt tf(:erM" "13YTec ;L'arrgy -it Qk) ", "TM - Star", wood fiber or glass fii.e0atetanicalli fattened or trot mopped; Base Sheet: Type 15, asphHt (agpnic•fej.`, cr' ?1144sbase Bace ;'1ieet "i nailed or hot mopped. .• Ply Sheets: Min three plies Type 15 perforated asphalt organic felt, "Tlintglas Type VI Premium Ply Sheet", "Flintglas Type IV Pl•Sheet", 'hot mopped. • • Surfacing: Gravel or slag. • ' 12, Deck: NC • • ' Incline: 2 Insulation (Optional): Any thickness, one or dtore Layers or tombi nations (optional) of "Hy Therm AP", "Hy Therm TAPBRED", "Hy- Therm COMPOSITE", "Cele- Therm", "11Y- Tec'(Bnergy -LOIN , wood fiber or glass fiber, mechanically fastened or hot mopped. Rase Sheet: Type G2 "Glassbese Base Sheet ",, Type GI "Flintglas Type VI Premium Ply Sheet' or "Fihltglas Type P1 Ply Slieet". Ply Sheet: Min one ply, Type 01, "Flintglas Type VI Premium Ply Sheet' or "Flintglas Type IV' ly Sheet ,'hot mopped. Surfacing: Type 03 cap sheet, "Flintglas Mineral Surfaced Cap Sheet, hot mopped. , Class B 1. Deck: C-15/32 • Iitcline:1 /2 Base Sheet: Two layers Type 15 "All Weather /Empire ". Surfacing: Type G3 "Flintglas M'meral Surfaced ". 2. Deck: C-15/32 Incline: 3/4 Vapor Retarder (Optional): Type 02 "Glasbase" or UL Classified vapor retarder, • Insulation (Optional): One dr more'iayers or combination of the following: Potyisocyanurate, perlite, glass fiber or wood fiber. Base Sheet; One layer Type G2 "Glasbase" base sheet.. Ply Sheets: One layer Type di "Flintglas" ply sheet. , Cap Sheet: One layer Type G3 'Tlintglas" cap sheet.. . 3. Deck: NC Incline: 1 • Insulation (Optional): Isocyanurate, wood fiber, glass fiber, 2 in. max, mechanically fastened. Base Sheet: One or more plies Type G2, hatmopped or mechanically fastened. • Ply Sheet, One or more plies Type GI, 'Ply. W" of "Pty VI ", hot mopped or mechanically fastened. Membrane: "Flintglas MS Cap Sheet, hot mopped. Cies§ C 1. Deck: C 15/32 Incline:1 Base Sheet: Type 02 Glasbase: Ply Sheet: Two layers Type GI. "Flintglas". Surfacing: Hot roofing asphalt, 201b /sq • 2, Deck G15/32 Incline: 1 se Sheet: Type G2 "Glasbase ". Ply Sheep Two layers Type GI'Tlintglas" or Type G2 :'Glasbase ". Surfacing: Hot roofing asphalt,20 iba /sq. • • Deck: NC • • ' • •Incline: 3 Base Sheet: Type G2 "Glasbase ". Cap Sheet: Type G3 "Pifntglas Mineral Surfaced ". COAL TAR PITCH FELT SYSTEMS WITH HOT ROOFING COAL TAit'PITCH Class A 1. Deck: C 15/32 Incline:3 Insulation: Polyfsocyanurate,1 min mechanically fastened or hot mopped. Ply Sheet: Four to five plies coat far saturated organic felt or three piles of Type 0-1 "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 02 "Glasbase" or Ur. Classified vapor retarder. Insulation (Optional): One or more layers or combination of the following: "Ultragard Premier ", potylsocyanurate, perlite, glass fiber or wood fiber. Membrane: Three or four layers of Type Gl "Flintglas" ply sheet. Surfacing: Gravel or slag. 1 ■nv inn VS WI 141 nrtnnv nn. n.•.r.r.h..+'r 1 :l 1• 1'. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 HIgh-Velocity Hurricane Zone Uniform Permit ApplicationForm. 11 1 oe:e 111 Roof System Manufacturer: SA itylig pe, Notice of Acceptance Number: /0 -4(5: /5 Minimum Design Wind Pressures, If Applicable (From RAS 127 or CalculationsA: 4671 P2: /6 P3: ilk, Maximum Design Pressure (From the Product Approval Specific System): :12 4 4 t -11 I ie es Deck Type: Type Underlayment: s Insulation: A) 6 Fire Barrier: r /thq 4 k Fastener Type & Spacing: ORS pedeazdiffp 0 4 Llidgerption? Mean Roof Height: Adhesive Type: I AM Type Cap Sheet: lenti 1 Ile, SeA] Roof Covering: Trife Type & Size Drip Edge: 5x 18.34 FLORIDA BUILDING CODE 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 or 2. Compare the values for Mr with the values from Mr. If the Mrvalues are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 `Moment Based 'Ills Calculations Per RAS 127" Product Approval MAI /. (P1467/ Xio. 7 3,X /- ht15 =M. .7 0.276 x = . 4-Mg.5.01=MrJ, .(Paka X.:La y 31.9/4)-Mg:S1i =Mr Product Approval M_ _ Q Product Approval M I • - e 6' Method 2 "Simplified Tile Calculations Perhbla Below' Product Approval M 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 38.0 37.4 39.8 4 :12 30.4 32.2 1 33.8 35.1 37.3 6:12 28.4 30.1 31.8 328 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 based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values forFr. If the F' values are greater 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" (Pl x L X w• = } - W: X cos 0 = Fri Product Approval F' (P2: x L _ = x w• = ) - W: x cos 0 = Fa Product Approval F' • x L = x tt: _ ) W: - x cos 0 = Fi3 Product Approval F' 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 PS based on ASCE 7 Mean Roof Height 11 Job Site Roof Slope 0 Job Site Aerodynamic Multiplier A Product Approval Restoring Moment due to Gravity M. product Approval Attachment Resistance MJ Product Approval Required Moment Resistance MR Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L= length W _ 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 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 MIAI111 -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www•.m i a mid ade.eov /bu lid Ina SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and,accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AIM (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: 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 Mianii -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/108- 0107.02 and consists of pages 1 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 Category: Roofing Sub- Cateeorv: Underlayment Material: SBS PRODUCTS DESCRIPTION: Product BORAL TileSeal Dimensions 36" x 36' rolls 36 "x72'rolls MANUFACTURING PLANTS: 1. Brentwood, NH EVIDENCE SUBMITTED: Test Agency Underwriters Laboratories, Inc. 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 R14610 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 Date 03/28/02 02/28/02 04/01/02 07/30/02 08/08/07 05/01/08 Deck Description: 15/32" or greater plywood or wood plank System E (I): Anchor sheet mechanically fastened deck, membrane adhered. 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 cave, 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 2 of 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 in 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 BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) I3OARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Santafe Tile Corporation 8825 NW 95* Street Medley, FL 33178 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Ruom 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamillade.eov/buildine 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 Miami -Dade County Product Control Section and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA 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: Santafe Spanish `S' Clay Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County. Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA# 07- 0626.03 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. NOA No.: 10- 11005.15 Expiration Date: 02/01/16 Approval Date: 01/06/11 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Cateeorv: Roofing Sub- Cateaorv: Roofing Tiles Material: Clay Deck Type: Wood 1. SCOPE This approves a roofing system using Santa Fe " Santafe `S" Clay Roof Tile, as manufactured by Santafe Tile Corporation in Bogota, Colombia and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values Listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Applicant Dimensions Specifications Santafe `S' Clay L = 18" Roof Tile W = 11.1" Trim Pieces 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE Test Aeencv, The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies APPROVED TAS 112 TAS 112 Product Description One piece high profile clay roof tile equipped with two nail holes. For nail -on, mortar set and adhesive set applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Identifier 94 -156 -8 94 -156 -9 25- 7205 -1 Project: 07-07-00-91 (307023) 7161 -03 Appendix II 7161 -03 Appendix 1l1 Test Name/Report Date TAS 101 Aug. 1994 TAS 102 TAS 101 March 1995 TAS 100 Sept. 1994 TAS 108 Dec. 1991 (Nail -On) Static Uplift Testing Dec. 1991 TAS 102 & TAS 102(A) NOA No.: 104005.15 Expiration Date: 07/01 /16 Approval Date: 01/061/1 Page 2 of 5 Test Agencv Redland Technologies Red land Technologies Redland Technologies Celotex Corporation Testing Services IBA Consultants, Inc. PRI Asphalt Technologies, Inc. IBA Consultants, Inc. IBA Consultants, Inc. IBA Consultants, Inc. i(� 7,.�K .,,� ■3X.C.TF Test Identifier Test Name/Repprt Date P 0402 Withdrawal Resistance Testing of Screw vs smooth shank nails P 0647 -01 P 0631 -01 520305 -01 thru 05 TAS 108 (Mortar Set) PA 108 (Mortar Set) PA 102 Sept. 1993 Aug. 1994 July. 1994 June 1999 2353 -4 Restoring Moment Aug. 1999 SFTC - 003 -02 -01 2353 -70 2353 -71 2353 -93 TAS 101 TAS 101 TAS 101 ASTM C 1167 12/06/02 09/22/03 09/22/03 07/18/05 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112. appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Santafe 'S' and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 170. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Santafe 'S' 6.7 1.5 0.958 1g, iAPPROVEDI NOA No.: 10- 1005.15 Expiration Date: 02/01/16 Approval Date: 01/06/11 Page 3 of 5 Table 3: Restoring Moments due to Gravity - Ma (ft -lbf) Tile Profile Table 2: Aerodynamic Multiplyers- Mfft3) 3 " :12" 4 ":12" Tile 6 ".• 12" X (ft3) 7L (ft3) Battens Profile Battens Batten Application pJeck Santafe 'S' Battens Direct Deck 0,274 .297 Table 3: Restoring Moments due to Gravity - Ma (ft -lbf) Tile Profile 2 " :12" 3 " :12" 4 ":12" 5 ":12" 6 ".• 12" 7":12" greater Battens or Direct Deck Battens Direct. Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Santafe `S' 5.93 5.90 5.85 5.82 5.73 5.69 5.56 5.53 5,32 5.29 5.03 5,00 Table 4: Attachment Resistance Expressed as a Moment - MI (ft -IbI) for Nail -On Systems Tile Profile Fastener Type Direct Deck Battens Santafe 'S' 2 -1 Qd Ring Shank Nails 21.8 N/A One #8 Screw 29.16'' N/A Two #8 Screws 38.28' N/A One #8 Screw w/ Clip 57.31'4 N/A Two #8 Screws w/ Clip 57.60' 61.77' 1. Approved screws as noted 'Product manufactured by others'. 2. When using one screw it must be installed in the inside hale located nearest to the hump of the tile. Table 6: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Santafe 'S' Tile Bond 38:9' Polyfoam Polypro AH 160T" 28.54 2 See manufactures component approval for installation requirements. 3 Flexible Product, Inc. Average weight per patty 10.4 grams. 4 Polyfoam Product, Inc. Average weight per patty 9.4 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mr (ft-ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Santafe 'S' Polyfoam Polypro AH 160'" 3 •' Polyfoam Polypro AH 160T" — 61.9 5 Paddy placement of 63 grams of Polypro AH 160T".. 6 Paddy placement of 24 grams of Polypro AH 180*11. NOA No.: 10- 1005.15 Expiration Date: 02/01/16 Approval Date: 01/06/11 Page 4 of 5 Table 6: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Santafe *S. Mortar Set 23.6 NOA No.: 10- 1005.15 Expiration Date: 02/01/16 Approval Date: 01/06/11 Page 4 of 5 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as shown below, or following statement: "Miami -Dade County Product Control Approved ". SANTA FE TM MADE IN COLOMBIA LABEL FOR SANTA FE SPANISH "S" CLAY ROOF TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. 18" PROFILE DRAWING When using one screw use this hole. "SANTAFE S" CLAY ROOF TILE END OF THIS ACCEPTANCE NOA No.: 10- 1005.15 Expiration Date: 02/01/16 Approval Date: 01/06/11 Page 5 of 5 MIAMI•DAD>~ COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 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 Miaml, Florida 33175 -2474 T (786) 315 -2590 F (786) 315-2599 www.ntinm dade.gov /build Ina/ SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miatni -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: Polypro1D AH160 LABELING: Bach unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miarni -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 NOA# 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 teila1st ONENT APPROVAL: Roofing Roof tile adhesive Polyurethane SCOPE; This approves Polyproo AH160 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 Rooting Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® All 160. Where the attaclunent calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: product Dimensions Test pnecificati9ns Polypro® A11160 N/A TAS 101 Foampro® RTFI000 N/A ProPack� 30 & 100 N/A product Deserintion 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. PHYSICAL PROPERTIES: Pronerty 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 B 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbsfft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 I,bsJFt2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @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 2of7 EVIDENCE SUBMITTED: Test 4gencv Test Identifier Igt Name/R.enort 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 Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E'108 11/16/94 0i- 6739- 062b[1] ASTM B 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp, Testing Services 528454.2 -1 TAS 101 • 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109-7 520191 -1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof TIle Assembly for fire rating. 2. Poiypro® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tilt adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. ^ 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® AH 160 shalt 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 in the roof tile 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® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applioator' 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 Foampro O 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 Foampro RTFI000 or ProPaok® 30 & 100 dispensing equipment only. 7. Polypro « AH 160 shall not be exposed permanently to sunlight, 8. Tiles must be adhered in freshly applied adhesive. Tile must he set wlthin 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH 160 placement and minhnum 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 For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min, (grains) 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, Nigh Profiles #2 24 N/A Flat Low, Hi, h Profiles 113 8 LABELING: All Polypro® 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 of this system. NOA No.: 11- 0124,04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page4of7 ADKE,SIVE PLACEMENT DETAIL 1 SINGLE PATTY M through ptasltocomoat Paddy(EitanalhTda) Undadaymaai 1 10 In. Eugenio Eno Closure Facia Emucouneony: rt ap °Main approx. 4M uptramwaephalea Natl through plank °mad Undadaymont Paddy (geneathTN) 101o. ran Cove Ewa our° era). Keep adhest° approx.4 M.up fins Peseta ran Masan Ndt Through plastic cement 1Dtn. Paddy (Benn%Tilt) EawCeoue Eavonanaooulp Keep adheslvaapprox. 4M.apkora weeptofea Fascia WO* raved4Wra Ddpedga 1) Mao enough adhaakaloachhwe11 o33 Dpttana kfafol agora/des tneoulactxfihthapsnMe claspplchappBcatioas t) Tum oyes upside down. Placa adlstsivo W i ` T Ia. lala ego Mom Mo. Then Install OnIle. � `x Uallihro+ughplss110VO A amov of Mann alum cant Va. Anntosewndowned pan Ohs. Erraure save and of panandc rFNesrue aahatoavedne: Eon down Way an reads NOA No.: 11-0124.04 Expiration Dale: 05/10/12 Approval Date: 04/14/11 Page 5of7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Hall though plastic cement Paddy(Benaa% Tile) Hall through plastic cement Wide/layout 1 Paddy (Beneath TIN) EMI Fascia Waephoia Eavoclosuro Culp edge Haft through plastic cement UndeiIaymenl Paddy (8eneathTilt) 7 In. Eno COWS* Fassla EavaCosure NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 6 of 7 ADILESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement Paddy (between the) Paddy ( under 1110) Sfngle paddy 3 In. under tile x 31n. Single paddyon under - taymont Single paddy on top of tale it# 0" scorn In.XY In. odium size paddy eavo Fascia course only Nall through plastic cement Undeitaymenl 1 Single paddy under We Single paddy between the 2 In. x ? in. medium size paddy eave course only , �tn.x 3 In. Single 41n. paddyon under. layrhent 8111010 paddy on top of tile Ens Course Fascia Weeping(' Eon closure Drip edge Nail through plasllc cement 8tngle paddy between age kriln.x 3in. 81ngTo paddy on top of Co Eon Cone Eaveafosure 2 ln.x 11n. medium e8lzo paddy taw course only Fascia END OF THIS ACCEPTANCE NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 7 of 7