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RF-11-1421Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 162901 Scheduled Inspection Date: October 25, 2011 Inspector: Bruhn, Norman Owner: BLUMENTHAL, OLIMPIA Permit Number: RF -8 -11 -1421 Job Address: 1279 NE 98 Street Miami Shores, FL Project: <NONE> Contractor: PAUL BANGE ROOFING, INC. Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1132050090270 Phone: 305/981 -7663 Building Department Comments TILE AND FLAT Inspector Comments Passed /- Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. October 24, 2011 For Inspections please call: (305)762 -4949 Page 3 of 21 RE: Permit #•�'' l�(7! Miami Shores Village Building Department INSPECTION AFFIDAVIT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: e46-11 I &I' % L > r� 3 licensed as a (n) Contractor / Engineer / Architect, (Print name ano circle License Type) FS 468 Building Inspector License #:(� On or abot if }f i %% , I did personally Inspect the roof deck nailing and (Oats &lime) / � 9 ( Secondary water barrier work at /Iy // (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Fbrida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the mentioned. Sworn to e A subscribed before me his Notary Pt)! lic, Snt� of Florida at Large tractor for the above property *general, Buihiin r , Residential, or Roofing Contractors or any Individual certified under 468 F.S. to ma permit# and shown naIkedon the deck tor each Inspection Revised on 517,12009 ch an inspection.lnctud //,1tr�1itilliflNli /j�,� ac>�f vh ~' hotogi 1413): SrAdfit °PO <AV ederal & TESTI NG250 SW 13th Ave Pompano Beach, FL 33069 Phone 954- 784 -2941 800 - 848 -1919 Fax 954- 784 -7875 fed - eng.com October 14, 2011 Order # 11 -1864 Paul Bange Roofmg 7000 SW 21° Place Davie, FL 33317 RE: TAS -106 TILE UPLIFT TESTS Proposed Roof Blumenthal Residence Permit # RF -8 -11 -1421 1279 NE 98th 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 October 14, 2011 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 Double Roll Concrete Tile Foam Set. The pitch of the subject roof is 3/12. Our field engineer visited the site and conducted 70 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- 5 Comer See Attached Diagram > 35 pounds Passed 6 - 42 Perimeter See Attached Diagram > 35 pounds Passed 43 - 61 Field See Attached Diagram > 35 pounds Passed 62 - 70 Hip dge See Attached Diagram > 35 pounds Passed Keith LeBlanc, P.E. Federal Engineering & Testing Florida Reg. No. 59394 Construction Material Testing Council Lab Accredited & Certified by Army Corp of Engineers Miami Dade County Florida Department of Transportation Page 2 10/14/11 1279 NE 98th 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. Federal Engineering & Testing Florida Reg. No. 59394 Certificate of Authorization # 5471 Miami -Dade County Certification # 11- 0407.01 ENGINEERING jN A =0.1W = 0.1x36' =3.6' A�.4H = 0.4x15' = 6.0' Perimeter Dimensions = 4.0' Corner area = 80 S.F.-5 tests Perimeter area =900 S.F.-37 tests Field area =2720 S.F.- 19 tests 162 Total Ridge Caps = 9 tests Field Sketch Not to Scale 1279 NE 98th Street Miami Shores, FL I ♦ 1 V I 1 NOTICE F COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. L� kV-) TAX FOLIO NO#S I ( — STATE OF FLORIDA: COUNTY OF MIAMI- DADE: 'I tlE UNDERSIGNED hereby glues notice that Improvements will be made to certain real property, and in accordanco with Chapter 713, Florida Statutes, rho following Information Is provided In this Notice of Commencement. 1.1 al d • criptlon of • • po "tre = address: NMI 11011111111 011,11 11111 0111 /a01 CFH 201.7. RO ;2443! OR Bk 27783 Ps 3404i tips) RECORDED 08108/2011 10144206 IIARYEV RUVIR, CLERK,, OF COURT f1FAf1I —DADE CODUTYr FLQRIDA LAST PAGE Space above reserved for We of re[cordtn9 OISCO GOT. /f;1J%2 ( 2. Description of impmvoment: 3.Ownar(s) name and address' R )(a IV t: Interest In properly: Nemo and address.of fee simple tillehotder: 3ontrnlclor's name, addross and phone numb y D 5. Surety: (Payment bond Name. address end phone number: Amount of bond $ 6. Lender's Hamm and gddross: 7, Persons within the Slate of Florida d Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: er upon whom notices or other documerita may be served as provided by @. In addition to himself, Owners designated f Hawing porson(s) to receive a copy of the Lionor's Notice as provided M Section 713.13(1)(h), Holds Statutes, Nano, address and phone number: S. Expiration data of this Notico,of Commencement. • exptratton date 1 year from ilia date el wording unless a different data is epedt ed)^ WARNING Too WNt ri: ANY PAYMENTS MADE BY THE OWNER AI• IIi1ilHE EXPIRATION OF THE NOTICEOPCOMMIcNCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER GHAPiER 713. PART I, SEOTION 713,13. FLORIDA STAIUiCS. AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCIEMUNT MUST BE REOORDED AND FO3tL'i) ON THE JOB SiTE BEFORE THE FIRST INSPECTION. iF YOU IN1END TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK Oft RECORDING YOUN NO1ICi :OF COMMENOEMENT, Signature(s) of a . sr(s) ors)w t ' Auer r/Direotor/Partnor/Mattager Prepared By ��,��;{ Prepared By Pent Name /Gi,4t %4 % Ldi7i rkt - Pant Narma litle/Office Tide/Office STATE OF FLORIDA • COUNTY OF MiAMI•DADIi pknowietid¢d,�xd 7mo this Tha f c•oing1 glum tdividually, or as ❑ Personally known, or U produced the following typo of I Signature of Notary MUG: Print Name: (SEAL) VERIFIcAllniammailA Nim,s.Eaxa5,E.Losioit STATUTES • Under penalties of perjury, l declare that I have read tho foregoing and that tho facts stated In it - true, lo the Gast of my knowledge and brief, r- day o 11.!x, / 1r/ mA� `�Ai i �/1 �AffrIl rar r" �s •.•��,tssroN •. 1 f00g1 ■x101 093_11_ Slgt By 1210142'WM 3„ Wf' F N OR)UA, COUNTY OF DADE 1tfhRGCiY(ER11FYfhot This I a (Ala copyofthe' or tiln d filed In (Ids Uri a __.._ ,_._day of b;tlT '.rib my it;.nd mu] 5031, j''. i , C :.f c, <ut�lte iof Ovine t ' Owner(s)'s ri> :'4' 1 12,?L ' • Q99® =era *= 1 Offoer/Dlreotor/Partner/Manager Who stgdot� votDD 728245 444.1! 'd S6SL '9N wdLl ll <<o6 '61. •oily 1 1 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 1279 NE 98 Street Miami Shores, FL Owner information PRO. Expiration: 02106/2012 Parcel Number Applicant Address 1132050090270 Block: Lot: OLIMPIA BLUMENTHAL Phone Cell OLIMPIA BLUMENTHAL 1279 NE 98 ST MIAMI SHORES FL 33138 -2562 Contractor(s) PAUL BANGE ROOFING, INC. Phone 305/981 -7663 CeII Phone Valuation: Total Sq Feet: $ 27,670.00 4529 Type of Work: Re Roof Additional Info: TILE AND FLAT Classification: Residential Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $16.80 $5.25 $5.25 $5.60 $350.00 $12.00 $22.40 $417.30 Pay Date Pay Type Invoice # RF- 8- 11.41669 08/08/2011 Check #: 13606 08/12/2011 Check #: 13638 Amt Paid Amt Due $ 50.00 $ 367.30 $ 367.30 $ 0.00 Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof Review Roof in Progress Renailing Affidavit Cap Sheet In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. August 12, 2011 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date August 12, 2011 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 2007 Permit Type: BUILDING // ROOFING OWNER: Name (Fee /i,SmpplllepTitleder):OL *3i Q 73/Q 1(l,� / Phone# 'LY7 7 Address: / )7q N Lo Z3 6t ! I City: /9Q 640re 5 State: FT RECEIVED AUG 0 6 2011 Permit No. ?1 II -\M Z Master Permit No. Tenant/Lessee Name: !V XJ Zip: Phone #: Email: JOB ADDRESS: City: Miami Shores Folio/Parcel #: Is the Building Historically Designated: Yes CONTRACTOR: Comp . Na e: Address: City: Qualifier Name: State Certification , Rego [ration #: Contact Phone #: J4 -1 DESIGNER: Architec ngineer: Value of Work for this Permit: $ cVi Square/Linear Foo Type of Work: ClAddiAii Desc 'ption of Work: 0 1�= ❑Alter 'on ge o ork: Y cRq emolition * as: k****> k******** kae* **x< aeakaF +ko:*aksi+*ra*xsxaa****f`i ept** aa:e:F>;ask3a*xsk****** ** :ssk *sa3,z*.k*sk*:k** ****** ** Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ CCF $ CO /CC $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE 1��C( -:2)( 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, BOTI.F,RS, HEATERS, TANKS and AIR CONDMONERS, 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will t be approved and a reinspe •. n fee will be charged. Signature / /i iii % . L . 4t /iL.eL Signature The fo day who is Owner or Agent g instrument was acknowledg r 20// ,, by, ' d ll, ➢ [ I ,11(1.' NO fore me The f day instrument was ac ed ed ,20//,by`1'� ()L� o has produced who is d who ci►!F S •• tome as iden who has an oath. Sign: Print: My Commission Expires: * Sign rDD 767282 ° 4 ,9 Zrrint: ,8 °.°° °pe°° c \�� My Commission Expi s* a�ID, VA-It. B ®��® o ® #DD 157282 �I/oddd11149111�� ® ®` ®,Q oeomied o ®,� �s3z :xHsek -k k>•gxsgrgx�c re >;capx>;c$a xkax' g ®® `;Q $%/1-11Stit c° s 'NM N114i1A" Zoning APPROVED BY Plans Examiner Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Several properties in Miami Shores Village are located in a Special Flood Hazard Area (SFHA) as determined by the Flood Insurance Rate Map (FIRM). Development in a SFHA requires special attention to help protect life and property in the unfortunate event of a flood. Miami Shores Village Flood Damage Prevention Ordinance requires that the Building Department determine if a structure will be "Substantially Improved" prior to issuing any permits for improvement or repair. "Substantial Improvement" is defined in Miami Shores Village Flood Damage Prevention Ordinance as follows: "any reconstruction, rehabilitation, addition, or other improvement of a structure, the cost of which equals or exceeds 50 percent of the market value of the structure before the "start of construction" of the improvement. This term includes structures that have incurred "substantial damage" regardless of the actual repair work performed." The starting date to determine cumulative costs will be 12 months prior to the issuance of any permit under consideration. All future work considered would require appropriate approvals prior to construction. All cumulative costs will be re- evaluated at the time the permits are issued. Q: Why was the 50% figure chosen as the substantial improvement threshold? A: The 50% threshold was chosen as a compromise between the extremes of 1) prohibiting all investment to structure in SFHA and 2) allowing structures to be improved in any fashion without regard to the hazard present. In the first alternative there is potential for causing hardship to those who have located in a SFHA without knowledge of the risk because the structure was constructed prior to the designation of the area as flood prone. These individual could not improve their structures as damage or age contributed to their deterioration. The second alternative provides no mechanism to ensure that increased investment in SFHA will receive needed protection from flood risk, thus contributing to the increased peril of life and property. The threshold is thus a compromise at a halfway point. "Market Value" is defined in Miami Shores Village Flood Damage Prevention Ordinance as follows: " the building value, which is the property value excluding the land value and that of the detached accessory structures and other improvements on site (as agreed to between a willing buyer and seller) as established by what the local real estate market will bear. Market value can be established by an independent certified appraisal (other than a limited or curbside appraisal, or one based on income approach), Actual Cash Value (replacement cost depreciated for age and quality of construction of building), or adjusted tax - assessed values." Note: The "Market Value" does not include the value of the land or other improvements on the property. (ie: pool, gazebo etc.) Created on June 2009 A "substantially improved" structure in a Flood Zone must be brought into compliance with Miami Shores Village Flood Damage Prevention Ordinance for new construction. This means a residential structure must be elevated to or above the level of the 100 -year or base flood and a commercial structure must be effectively "flood proofed" and meet other applicable requirements. These regulations are based upon the Federal Emergency Management Agency (FEMA) requirements and affect your flood insurance costs. Existing residential structures can be "substantially improved" by interior renovations or new additions or other improvements. EXAMPLE: In order to determine whether a proposed construction project would be classified as a substantial improvement, the market value of the building needs to be determined. This value is found on the official tax assessor's card for the property or may be obtained by a licensed property appraiser. That number is then divided by 2 to determine the substantial improvement threshold. Therefore, a home with a market value of $100,000.00 could have no more than $50.000 worth of new construction /renovations and /or repairs before the house would have to be elevated above the 100 year base flood elevation as shown on the Flood Insurance Rate Maps. It is the responsibility of the Building Department staff to ensure that the market value estimates are accurate and the cost estimate reflects the actual costs to fully repair the damage and make any other improvements to the structure. The staff requires that the permit applicant or owner of the building supply the proposed construction cost estimate, or contractor's contract, to make the determination. The staff then uses the latest "Means Square Foot Costs" and "Means Construction Cost Data" books to determine the accuracy of the estimate. These are nationally accepted manuals, which itemize all components involved with construction. The manual provides adjustment rates to handle the varying construction costs throughout the country. Q: What should be included in a contractor's estimate? A: Basically, the only items that are not included in the cost include plans, specifications, surveys and permit fees. All materials that are permanently a part of the structure should be included in the cost estimate. These items include, but are not limited to: windows, doors, hardwood floors, wall to wall carpeting, sheetrock, lumber, roofing material, footings, pilings, kitchen cabinets and counter tops, bathroom vanities, tiling, plumbing fixtures, new furnaces, hot water heaters, heating and air conditioning systems, electrical work and labor. The cost of all materials involved in new construction or replacing and restoring a structure to its pre- damaged condition must be included. Even if volunteer labor or self -labor is used, it must be estimated based on minimum -hour wage scales for the type of construction work that is done. Created on June 2009 i CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and fmished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the C ntract rust be attached) PROPERTY OWNER: 1 /d/%'�ta h f / O4i PIA PERMIT# (t "kutZ1 ADDRESS: 14L1c I 418 ST FOLIO NUMBER: /C t'�o�(�IC'/?`J FLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROVEMENTS: (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): VALUE OF PRINCIPAL STRUCTURE (attach appraisal): 4 �a5O I 45 OWNERS SIGNATURE: /C�/ DATEEf iI PLANREVIEWER: /MI" Velar PLAN REVIEWER SIGNATURE: Created on June 2009 DATE: SUBSTANTIAL IMPROVEMENT / DAMAGE LIST (NOTE: THIS LIST IS INTENDED FOR GUIDANCE ONLY, AND IS NOT ALL INCLUSIVE) ITEMS TO BE INCLUDED ALL STRUCTUAL ELEMENTS, INCLUDING Foundations including; Spread footing, Continuous footing, isolated footing, piles and pile caps Slabs including; Monolithic, floating, elevated Walls including; Exterior walls, Bearing walls, Shear walls Beams, Tie Beams, Columns and Posts Wood decking, Floor and Roof Sheathing Trusses, Joist Windows /Doors ALL BUILDING ELEMENTS, INCLUDING Interior Partitions, Walls, Columns Drywall, Ceilings, Built in Furniture, Cabinets, Vanities All Fixtures Flooring, Tile, Carpet, Stone, Linoleum, ect. All Finishes including Drywall, Paint, Stucco Plaster, Paneling, Tile, Marble, and Moldings Roofing Material ALL HARDWARE ALL UTILITY and SERVICE EQUIPMENT HVAC Electrical System and Equipment Plumbing System and Equipment Security System and Equipment Central Vacuum System Plumbing Fixtures Lighting Fixtures and Ceiling Fans Water Systems including Softeners /Filtration Created on June 2009 ALSO: All Labor and other Costs associated with Demolition, Removing, Replacing, Installing Building or Altering Building Components Construction Management / Supervision Overhead and Profit Equivalent cost for: Donated Materials Volunteer Labor (including owners and friends) Any Improvements Beyond Pre - damaged Condition, including; Utility Upgrades Code Upgrades ITEMS TO BE EXCLUDED Plans and Specifications Survey Costs Elevation Certificate Costs Permit fees Debris Removal Items not considered to be REAL Property Rugs, Furniture, Refrigerator, Appliances not Built -in Outside Improvements, Including; Landscaping Sidewalks Patios Fences Yard lights Sheds Gazebos Irrigation Pool QUA ITY % y -'6 rte, t% ,J 9Cf 37_SS :' DAVIE: 954- 792 -ROOF (7663) N. BROW: 964- 566 -ROOF (7663) S. BROW: 954 -981 -ROOF (7663) DADE: 305 - 981 -ROOF (7663) FAX: 954 - 964 -ROOF (7663) 1-877- 981 -ROOF (7663) Paul 'Bangs Radigi Propol1at STATE CERT. CC C033691 LICENSED AND INSURED 7000 S.W. 21ST PLACE DAVIE, FLORIDA 33317 Member of Better Business Bureau PROPOSAL SUBMITTED TO DATE 7.2 f° (I I P3f 333' C07'/ 7 NAMEOtte tai4 A-&o 1C;1Kt iAL JOB NAME 30s- 737•Z780 STREET STREET , Z 761 / /e-9 p. `J r CITY 1 STATE r7LIP CY M/ 11Ps1r $1c vo I SAT I , 3 a We hereby submit specification and estimate for (2„y2.0oF PREP. WORK Lemove existing roof to a clean workable surface and dispose of debris. Lh Replace rotten sheathing at $ c39r er foot. (Plywood replaced by square ft.) /op'Wit- ff./byte!! new lead flashing to all plumbing vent stacks. Install new 26 gauge 16" galvanized metal to all value and tie-Ins. I2Exposed OfNot Exposed 6i/ hype of roof to be removed ( 1/1-e7 ,tm%/airA ) SHINGLES ® Install # base sheet. O Install eave drip metal. 0 Install fiberglass fungus resistant shingles. Color ® Repairs J FIBERGLASS 1 MODIFIED gI stall # 4.3 base sheet as per code. install Z plys of ply IV fiberglass felt. Et/install LA t7 3X3 in. eave drip metal. install mineral surface rt'.e26u4O cap sheet. METAL O Install # Of Install O Install nstall fire b -o'er. under layment. eave drip metal. metal roof. TILE L� Install # 3o base sheet. ® I'nstail k✓H iT 34)` 3 in eave drip metal. • tali Pr 61-.÷51-1C14 400 tile underlayment a stall L.c '' tile set in '"I t.r—t ✓ Iz-C ►L SKr �lav� i'e� �. Boo d9- .4, . leS/AS /IVSPhLL ISM` /So eatii0 o../ FL/Pr f&sF O✓,rjL 10 Lef2OE 1O ,1 QY C''r/cras Fon. Access To / fr.4 .4_ 00130 JA1CL 3 /i Dom/ / We herepropose to furnish labor and materials complete in accordance with the above specifications for the sum of WvWr� / %,r 1 �1 // '� ii' dollars($ Z7670`TO I payment to be made as follows: NO b 4 s rr%: 30% 3 9_ sK 64 METHOD OF PAYMENT: NOTE TO BUYER, GENERAL CONTRACT • ; • R OWNER: Paul Bangs Roofing Inc. hereby proposes to furnish the above labor and material In accordance with the above specification. A deposit of $ Is requlred upon acceptance and the balance as work progresses In direct ratio to work completed. Payment in fug to be made upon completion of the Job. WARRANTY TO ORIGINAL OWNER: Paul Bange Roofing Inc. warrants workmanship for a period of 6-1/C- years, but reserves the dgM to supervise or Inspect all work subsequently performed by other parties to the roof, for a reasonable fee. Without upervislon or inspection, all warranties are 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. AU materials 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 specification will become an extra charge over and above the estimate of labor and usual costs of our agreement Paul Bange Roofing, Inc. will exercise reasonable care when performing the work, but cannot be held responsible In any manner for damage to driveways, sidewalk;, foliage, 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 PROPERLY. We cannot assume responsibility for any damages done to the roof by other tradesmen or parties. Paul Bange Rooting, Inc. cannot be held responstble for damage done to any lumber by termites, carpenter amts, any r wood boring insects. Such wood will be replaced at an additional charge. THIS CONTRACT 1S SUBJECT TO OFFICE APPROVAL Authorized Signature ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are sa > . ry and are hereby accepted. Paul Bange Roofing, Inc. is authorized to do the work as specified. Payment wig be made as outlined above. proposal has the , of a contract when sig > . and accepted. I have read and agree to the terms and conditions as stated on the front and back of this con ACCEPTED Signature Print Miami -Dade My Home Page 1 of 2 My Home Show Me: Property Information Search By: Select Item ® Text only Property Appraiser Tax Estimator 13 Property Appraiser Tax Comparison lj Portability S.O.H. Calculator Summa Details: Folio No 11- 3205- 009 -0270 Pro.ert 1279 NE 98 ST Mailing ddress: OLIMPIA A BLUMENTHAL Floors 1279 NE 98 ST MIAMI Livin. Units SHORES FL d S. Foota.e: 33138 -2562 Prope Information: Primary Zone: 1400 SINGLE FAMILY RESIDENCE CLUC : 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 3/2 Floors 1 Livin. Units 1 d S. Foota.e: 2,841 Lot Size: 12,262.50 SQ FT ear Built: 1950 $50,500/ $223,515 EARLETON SHORES City: PB 43 -80 LOT 16 & W1/2 Legal LOT 17 BLK 2 LOT SIZE Description IRREG OR 14236 -1866 0889 1 OR 14236 -1866 0889 00 Assessment Information: Exemption Information: 2010 2009 Land Value: $147,954 $216,319 Buildin. Value: $250,645 $268,315 Market Value: $398,599 $484,634 ssessed Value: $50,500/ $223,515 $266,812 Exemption Information: Taxable Value Information: 2010 2009 Homestead $25,000 $25,000 nd Homestead. YES YES idow: $500 $500 Taxable Value Information: Sale Information: ACTIVE TOOL: SELECT qt ("4 cl LiQt liana Aerial Photography - 2009 M5 Home 1 Property Information 1 Property Taxes 1 My Neighborhood 1 Property Appraiser 0 Home 1 Using Our Site' Phone Directory 1 Privacy 1 Disclaimer 112ft 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. MIAMI DADE Legend Property Boundary Selected N Property "if Street r/ Highway Miami -Dade •. «.�- County . Water N W +E f http: / /gisims2. miamidade .gov /myhome /propmap.asp 8/5/2011 2010 2009 Applied Applied axing Authority: Exemption/ Taxable Exemption/ Taxable Value: Value: Regional. $50,500/ $223,515 $50,500/ $216,312 County: $50,500/ $223,515 $50,500/ $216,312 City: $50,500/ $223,515 $50,500/ $216,312 School Board: $25,500/ $248,515 $25,500/ $241,312 Sale Information: ACTIVE TOOL: SELECT qt ("4 cl LiQt liana Aerial Photography - 2009 M5 Home 1 Property Information 1 Property Taxes 1 My Neighborhood 1 Property Appraiser 0 Home 1 Using Our Site' Phone Directory 1 Privacy 1 Disclaimer 112ft 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. MIAMI DADE Legend Property Boundary Selected N Property "if Street r/ Highway Miami -Dade •. «.�- County . Water N W +E f http: / /gisims2. miamidade .gov /myhome /propmap.asp 8/5/2011 AUG 0 8 2011 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 govem 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. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (Hi •:`. - • c Zone) are for the purpose of providing the roofing system meets the wind ! gat e d r intrusion performance standards. Aesthetics (appearance) are not a co • n res ct to workmanship provisions. Aesthetic issues such as color or architectural • • • e nc , that are not part of a zoning code should be addressed as part of the agreeme t and the contractor. •,� 2. Renailing wood decks: When replacing roofing, the existing wood roof c b renalled in accordance with current provisions of Chapter 16 (High -Vel n ` Zone of the Florida Building Code, Building. (The roof deck is usually concealer • or : e oving t e existing roof system.) 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (ie., townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor opand /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 wnderside 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 I 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 frtiFlorida 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. gent's Signature Form AB -326 (Page 2 of 7) New 3/16/09 D ma i Shores Villa APPROVED BY •.. • rAm ►A w'• store DATE ZONING DEPT 13i_DG DEPT St 1R.IFCT TO COMPLIANCE WiTH ALL FEDERAL r A I AND Cot IN TY RULES AND REGULATIONS 1—Nza ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High- Velocity Hurricane Zone Uniform Pemilt Application Form. Section A (General Information) Master Permit No. Process No. iz25 Contractor's Name PAO 1 Job Address Low Slope ❑Asphaltic Shingles 0 New Roof ❑ Mechanically Fastened Tile MortarlAdheslve Set Tile ❑ Metal PanellShingles ❑Prescriptive BUR -RAS 160 ROOF TYPE Reroofing ❑ Recovering Low Slope Roof Area (SF) 7 7 ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) Section R (Roof Plan) ❑ Wood Shingles /Shakes ❑ Repair ❑ Maintenance Total (SF) 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. 15.32 Ell kinuffiniNMEMIMIIIIIIINIIIII EE IldiallErruirliginIERAMISINNIII ®®lI ■■MI�� ■ • 11■ ■■ l•■■■ X11■■ ■ ■■■■■■■PAKIE�/!?All ®�I��Q � ■ ■� El I1■ ■ ■■n u.■1,1 ■i :Li.■ ■■,�IB■■Lrlf AW4l■ ■I. , I®®■■■i®■ ■11 ■■ ®11© ®i�.�■ ■� ■ ■I®■®■■■■■1'1■ ■■■!liV ■■■ ■ ■11I■UI■■■kI ui IIII uMES■Ij■®I\■■ ■N 1 I■MAI■■■■■11■■■■■■®■■MI■■■■■■® ■■ ■■ 11111. ■■fLv 1■ ■■■ ■■1I■■■■■■■■■lid■■■■■■■■■®■■■ ■1I ■ • ■ wii■i. ■■■■ ■■■■■ ! Ui■m ■ d ■ .r ■■■ ■■� w I® ■ s ■ ■ ■ ■ ■■ ■ ■ mummirmurd1110 ■i ■■ ■■ i& ■o■ ■■ 1 ■ i ■■ ■■■■ ■ ■■ ■■if■■ INEMENIESI .... ■!>■I■ ■■ mama FLORIDA BUILDING CODE ® BUILDING 8` 00 0 , 000, Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Root System) Fill In- Specific Roof Assembly Components and Identify Manufacturer (if a component is not used, identify as "NA ") System iUianufacturer: I »m et . NOANo.: (99.-(>22,0,64 Design Wind Pressures, From RAS 128 or Calculations: Pmaxi c 2. Pmax2: Pmax3: /1Y• Max. Design Pressure, From the Specific NOA System: • Deck: Type: Pvoob Caauge/rhici<ness: It Slope: f cr " t 1 2.. a Anchor /Base Sheet & No. of Ply(s): Anchor /Base Sheet Fastener /Bonding Material: HP 4 "Q.S.N4us Ofps Insulation Base Layer: /4c F64/41 2 Base insulation Size and Thickness: VPV a / Base insulation Fastener/Bonc(Irtg Material; *TM 4.5 ?.n9br Top. Insulation Layer: RI t rivs, i7 Mu% 14,47e Top insulation Size and Thickness: Y ' Top - Insulation Fastener /Bonding Material: 4S19/4/.r- -Base Sheet(s) & No. of-Ply(s): - 1'/4' Base Sheet Fastener/Bonding Material: Ply Sheet(s) & No. of Ply(s): ,4y' /t/ 0- ) Ply Sheet Fastener/Bonding Material: 7,r„ ,4 sA We Top Ply: c-Itt Figuipss A'P SWerr Top Ply Fastener/Bonding Material: yee- r__ Surfacing: 4/947'11.- Fastener Spacing for Anchor /Base Sheet Attachment ,p Field: J -00 @ Lap, # Rows -_ @ _- / " oc Perimeter: 4,2 oc @ Lap, # Rows .@.A"oc Corner: " cc 9 Lap, # Rows I" @ Number of Fasteners Per insuiatlon-Board Field i4 Perimeter 7 Coteer Illustrate Components Noted andbe4ells as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cia t; want Strip, Base Flashing, Counter- Fleshing, - Coping, Etc. e e e c . . indicate: Mean Root Haight, Parapet Height, Height of Base.Flashing, component Material, Material Thickness, Fastener Type, Fastener Spacing- or.Submit Manufacturers Detalis.that Comply with RAS 111 and Chapter 16. -It "j jArd� °c�?P :A/46f pb• 9N t7 Parapet Height IAe P94t4 intr��9� .94/v44tebeil eavt A r go Mean Roof Height a x /' r woo 1 ge-6 4. 0 MIAMI•l?ADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 1401 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Tamko Building Products, Inc. P.O. Box 1404 Joplin, MO 64801 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 Division 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 Division (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 Division 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. DESCRIPTION: TAMKO BUR Roofing System over Wood Deck 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. Kany 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 No. 08 -0512.06 and consists of pages 1 through 18. The submitted documentation was reviewed by Alex Tigcra. NOA No.: 09- 0820.09 Expiration Date: 08/23 /11 Approval Date: 10/28/09 Page 1 of 18 ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck Type: Maximum Design Pressure Fire Classification: Roofing Built -up Roofing Wood -60 psf See General Limitation 111 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 ?roduct Dimensions Awaplan 170 FR Awaplan 170111 Roll weight: 98 lbs.; 33' 11" x 39 3/8n Roll weight: 98 lbs.; 33' 11" x 39 3 /S" Awaplan Heat Roll weight: 96 WeldingTA1 lbs.; 25' 5" x 39 3 4" Awaplan Premium FRT I Awaplan PreiniumTM Roll weight: 101 lbs.;33' 1I "x39 3/s tt Roll weight: 101 lbs.; 33' 11" x 393/$ Awaflex Roll weight: 76 lbs; 33' x 39 -3/8" Test Specification ASTM D 6164 Type I ASTM D 6164 Type I ASTM D 6164 Type II ASTM D 6164 Type II ASTM D 6164 Type II ASTM D 5147 Product Description A 180 g/m2 polyester reinforced SBS modified'bitumen membrane surfaced with granules and treated for additional fire resistance. Applied in hot asphalt or cold adhesive. A 180 g/m2 polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied in hot asphalt or cold adhesive. A 250 g/m2 polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied by torch and also used as a walkway material. A 250 g/m2 polyester reinforced modified bitumen membrane surfaced with granules. Applied by hot asphalt and also used as a walkway material. A 250 g/m2 polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied in hot asphalt or cold adhesive, and also used as a walkway material. SBS modified cap sheet constructed with a 155gmIm2 non- woven polyester mat saturated with asphalt, coated on both sides with SBS rubber modified asphalt and surfaced with ceramic granules for UV protection. NOA No.: 09- 0820.09 Expiration Date: 08/23/11 Approval Date: 10/28 /09 Page 2 of 18 Product Dimensions Awaflex FR Roll weight: 76 lbs; 33' x 39 -3/8" Awaplan Versa - Smooth Awaplan Versa -Flex Base -N -Ply® Glass- BaseTM Tam -CapTM Tam -Glass PremiumTM Tam -Ply IVTM Type 43 Base Sheet Vapor-Chan TM Versa -Base FRTM Roll weight: 100 lbs. 33' 11" x 393/8' Roll weight: 76 lbs; 33' 11" x 39 -3/8" Roll weight: 72 lbs.; 97.5' x 39 -3/8" Test Specification ASTM D 5147 ASTM D 6164 Type I ASTM D 6164 Type II ASTM D 4601 Roll weight: 72 ASTM D 4601 lbs.; 97.5' x 39 -3/8" Roll weight: 83 ASTM D 3909 lbs.; 32' 11" x 39- 3/8" Roll weight: 53 lbs.; 161' 9" x 39- 3/8" Roll weight: 44 lbs.; 161' 9"x 39- 3/8" Roll weight: 85 lbs.; 72' x 36" Roll weight: 86 lbs.; 32' 11" x 39- 3/8" Roll weight: 60 lbs.; 48' 2" x 39- 318" ASTM D 2178 Type VI ASTM D 2178 Type IV ASTM D 2626 ASTM D 4897 Type 1I ASTM D 5147 Product Description SBS FR modified cap sheet constructed with a 155gm/m2 non - woven polyester mat saturated with asphalt, coated on both sides with SBS rubber modified asphalt, FR treated, and surfaced with ceramic granules for UV protection. A 180 g/m2 polyester reinforced SBS modified bitumen membrane. Applied in hot asphalt, by torch, or mechanically fastened, as a base ply in 2 ply modified systems. A 190 g/m2 nonwoven polyester reinforced SBS modified bitumen membrane. Applied in hot asphalt, as a base ply in 2 ply modified systems. Type II asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built - up roofing. Type II asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built - up roofing. Asphalt impregnated and coated felt surfaced with mineral granules used as the top ply in conventional built -up roof membranes, Type VI asphalt impregnated glass felt for use in conventional and modified bitumen built -up roofing. Type IV asphalt impregnated glass felt for use in conventional and modified bitumen built -up roofing. An organic felt reinforced asphalt base sheet. Applied in hot asphalt or mechanically fastened. Heavy duty fiber glass base sheet impregnated and coated on both sides with asphalt with or without a fine mineral stabilizer. Surfaced on the bottom side with coarse mineral granules embedded in hot asphaltic coating. Asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. NOA No.: 09- 0820.09 Expiration Date: 08/23/11 Approval Date: 10/28/09 Page 3 of 18 Product Versa -Baser M Versa -Cap FRT^s Tam -Pro Primer Tam -Pro Fire Rated Roof Coating Tam -Pro Fibered Emulsion Dimensions Roll weight: 94 lbs.; 48' 2" x 39- 3/8" Roll weight: 87 lbs.; 33' x 39 -3/8" 5 gallon 5 gallon 5 gallon APPROVED INSULATIONS: Product Name ACFoam Composite ACFoam II EnergyGuard Fiberboard High Density Wood Fiberboard Perlite Insulation Board ENERGY 3, PSI -25 ENRGY 3 Plus ENRGY 3 Composite, Fesco Foam Fesco Board Structodeck, Structodek FS Multi- Max -3, Multi -Max FA -3 H- Shield H- Shield WF ISO 95+ GL ISO 95+ Composite Test Specification ASTM D 6163 Type I ASTM D5147 ASTM D 41 ASTM D2824, type III ASTM D1227 Type 11 Product Description Asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. A fiberglass reinforced, mineral surfaced, SBS modified bitumen top membrane. Asphalt based primer A flame- retardant protective coating that forms a highly reflective surface. Protective Coating. TABLE 2 Product Description Isocyanurate Insulation with perlite facer Isocyanurate Insulation Wood fiber board High Density Wood Fiber insulation board. Perlite Insulation Isocyanurate Insulation. Polyisocyanurate / woodfiber insulation Polyisocyanurate / woodflber insulation Rigid perlite roof insulation board. High Density Wood Fiber insulation board. Expanded Glass Polyisocyanurate foam insulation Wood fiber/Isocuanurate Composite Insulation Polyisocyanurate Foam Insulation Polyisocyanurate / Woodfiber insulation Manufacturer (With Current NOA) Atlas Roofing Corp. Atlas Roofing Corp. GAF Mat'l. Corp. Generic Generic Johns Manville Johns Manville Johns Manville Johns Manville MasonIte Rmax, Inc. Hunter Panels Hunter Panels Firestone Building Products Firestone Building Products NOA No.: 09- 0820.09 Expiration Date: 08/23/11 Approval Date: 10/28/09 Page 4 of 18 APPROVED FASTENERS: Fastener Number Product Name 1. Dekfast Fasteners #12, #14 & #15 2. Dekfast Hex Plate 3. Dekflat Plate 4. #12 Roofgrip Fasteners 5. Metal Plate 6. Gearlok Plastic Plate 7. OMG Fastener #12 & #14 8. OMG G -2 9. OMG Standard 10. OMG Polypropylene 11, Insul -Fixx Fastener 12. HD Insul-Fixx Fastener 13. Insul-Fixx S Plate 14. Insul-Fixx P Plate 15. Tru -Fast 16. Tru -Fast Plates 17. Gripdek Fastener MIAMI-DADE COUNTY APPROVED TABLE 3 Product Description Insulation fastener for wood, steel and concrete decks Galvalume Ilex stress plate. Polypropylene plastic plate. Insulation fastener for wood and steel. Galvalume stress plate. Polypropylene round plate Insulation fastener Galvalume AZ55 steel plate Galvalume AZ50 steel plate Polypropylene plastic plate Insulation fastener for steel and wood decks Insulation fastener for steel and wood decks Galvalume AZ50 steel plate 3" round polyethylene stress plate Insulation fastener for steel and wood decks Galvalume AZ55 steel plate Insulation and Base sheet Fastener Manufacturer Dimensions (With Current NOA) 27/8 "x 3 1/4" 3" round 3" round 3" square 3.2" 3.5" round 3" round 3.25" round 3" round 3" round 3" round Various SFS Intec, Inc. SFS Intec, Inc. SFS Intec, Inc. OMG OMG OMG OMG OMG OMG OMG SFS Intec, Inc. SFS Intec, Inc. SFS Inter, Inc. • SFS Inter, Inc. The Tru -Fast Corp. The Tru -Fast Corp. OMG NOA No.: 09- 0820.09 Expiration Date: 08/23/11 Approval Date: 10/28/09 Page 5 of 18 EVIDENCE SUBMITTED: Test Agency/Identifier Factory Mutual Research Corporation Underwriters Laboratories, Inc. Dynatech Engineering Corporation Exterior Research & Design, LLC. Trinity ERD Name Comparative Rupture Testing Class 1 Fire Class 4470 Class 4470 Class 4470 Class 4470 Class 4470 Class 4470 Fire Classification -- see current directory Wind Uplift Resistance TAS 114 TAS114 TAS 114 TAS 117 TAS 117 &TAS 114 Report Date J.I.4D0A7.AM J.I.0Z4A3.AM J.I.1 D4A7.AM J.I.3B5A9.AM 3027787 3027789 3027790 3027791 R3225 R3225 -1 through 13 10.21.98 08.27.97 10.20.97 08.27.97 08/14/06 08/14/06 08/14/06 08/14/06 Published Annually 02.17.94 4440.05.95-2 05.01.95 4440.05.95 -1 4444.06.98 -1 05.01.95 06.15.98 C8500SC.00.07 11.30.07 C12410.08.09 08/14/09 NOA No.: 09- 0820.09 Expiration Date: 08/23/11 Approval Date: 10/28/09 Page 6 of 18 APPROVED ASSEMBLIES Deck Type 1I: Wood, Insulated Deck Description: 19/32 " or greater plywood or wood plank. Attached to 2" x 4" wood supports spaced 24" o.c. using #8 x 2'/2" wood screws spaced 6" o.c. at perimeters and intermediate supports. System Type A: Anchor sheet mechanically fastened; one or more layers of insulation adhered with approved asphalt adhesive. All General and System Limitations apply. Anchor Sheet: One ply of Tamko Glass -Base, Vapor -Chan or Base -N -Ply fastened to the deck as described below: Fastening: (Option #1) Attach anchor sheet using 11 ga. annular ring shank nails and 1 -5/8" diameter tin caps spaced 9" o.c. in a 4" lap and 9" o.c. in two staggered rows in the center of the sheet. (Meets 52.5 psf, See General Limitation #7.) (Option #2) Attach anchor sheet using CF Dekfast or #14 Dekfast Fasteners with CF Hex Plates, SFS #12 or HD Insulfixx S, or OMG Accutrac Fasteners and 3" Square Plates spaced 12" o.c. in a 4" lap and I2" o.c. in two staggered rows in the center of the sheet. (Meets —60 psf, See General Limitation #7.) Insulation Laver Insulation Fasteners Fastener (Table 3) Densitv /ft2 One or more layers of any of the following insulations: ACFoam II, ENRGY 3, ENRGY 3 Plus, IsoTherm R, ENRGY 3 Composite, ISO 95 +GL, ISO 95+ Composite, ISO -Roc, UltraGard Gold, ACFoam Composite, Multi -Max FA-3, H- Shield, H- Shield WF Maximum 1" thick . N/A N/A Fesco Board Maximum 1/2" thick High Density Wood Fiberboard, Structodek FS Maximum 1/2" thick N/A N/A N/A N/A 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 -40 lbs /100 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. NOA No.: 09- 0820.09 Expiration Date: 08/23/11 Approval Date: 10/28/09 Page 7 of 18 Base Sheet: Ply Sheet: Cap Sheet: Surfacing: (Optional) Install one ply of Type 43 coated base sheet, Glass -Base, Tam -Ply IV, Tam -Glass Premium® or Base -N -Ply® or Versa- Smooth base sheet directly over the top layer of insulation. Adhere in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. If base sheet is applied directly to polyisocyanurate insulation only a spot or strip mopped application as detailed in this approval is approved; see General Limitation 114. Two or more plies of Tam -Glass Premiums or Tam -Ply IV ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of' 20- 40lbs. /sq. (See specification Number for appropriate number of plies) (Optional) One ply of Tam -Cape adhered in a fill mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 Ibs./sq.. (See Tamko application instructions for approved method of installation). (Required if no cap sheet is used) Install one of the following: 1. 1 -114 gallons fibered aluminum coating per square (Tropical Asphalt Products AiumaBrite 120, Tam -Pro FR Aluminum Roof Coating), 3 gallons emulsion roof coating per square, or asphalt surface at an application rate of 20 -25 lbs. /sq.. Coatings shall be applied according to the manufacturers' recommendations regarding specific application rates and weathering. 2. Flood coat with an application rate of 60 lbs./sq.; plus gravel or slag with an application rate of 400 or 300 lbs. /sq. respectively. Maximum Design Pressure: _gee Anchor Sheet Fastening Options above.) NOA No.: 09- 0820.09 Expiration Date: 08/23/11 Approval Date: 10/28/09 Page 8of18 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.sidelap 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 tbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 Ibf. 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 Engineer, 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 0 will not be applicable.) 8. All attaelunent and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with 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 comers). 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.) 10 All'membranes or packaging shall bear the imprint or identifiable narking 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. MJAMI.DAD COUNTY APPROVED 11 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. END OF THIS ACCEPTANCE NOA No.: 09- 0820.09 Expiration Date: 08/23/11 Approval Date: 10/28/09 Page 18 of 18 Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Stee Sloped Root System) Roof System Manufacturer: .9/ €� Notice of Acceptance Number: //O/,D �_ Minimum Design Wind Pressures, if Applicable (From HAS 127 or Calculations): Pmax1: (t 6 Pmax2: 78 Pmax3: 6 Maximum Design Pressure , / (From the NOA Specific System): "1 5. Method of Tile Attachment: ll/��o (YJ Sloped System Description eck Type: nsulalion: Fire Barrier: fastener Type & Spacing: dhesive Type: I Type Cap Sheet: oofing Covering: l' roll; biJ 'Mc, Mean Roof Height: ROOF ASSEMBLIES MW 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 Mi. If the Mpvalues are greater than or equal to the M, values, for each area of the roof, then the die attachment method Is acceptable. Method 1 "Moment Based 'Hie Calculations Per RAS 127" (PI: °�7Lx 212).40.. = - Mg v =Mr Product Approval Mf 7&. (P2: 7 x ad 2& -0i 4 - 4 . o5 Mr26wC)S/ P r o d u c t Approval M 5 (P3:1I4,a , X - mg&157-1,14 Product Approval hlf ' 2'f.q 1 Method 2 "Simplified Tile Calculations Per'lbble Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf Mr required Moment Resistance' Mean Roof Height --> Roof Slope 1 15' 20' 25' 30' 40' 2:12 . 34.4 36.5 38.2 39.7 42.2 3:1 32.2 34.4 38.0 37.4 39.9 4:12 30.4 32.2 , 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 8:12 28.4 28.0 29.4 30.5 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 P' with the values forFr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. 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 = P12 Product Approval F (P3: X L = x w: _ _ ) - W: x cos 0 , = Fri 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. PR based on ASCE? Mean Roof Height H Job Site Roof Slope 0 lob Site Aerodynamic Multiplier A Product Approval Restoring Moment due to Gravity Mg • Product Approval Attachment Resistance 31r Product Approval Required Moment Resistance MR Calculated Minimum Attachment Resistance F. Product Approval Required Uplift Resistance Fr Average Tile Weight yCalculated 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 �DAD)E MIAM COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Natal, Florida 33175 -2474 T (786) 315 -2590 F (786) 315.2599 www.ni toniidade.gov /bulld 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 suoh product or material within their Jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Malibu Concrete Tile LABELING: 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 *wallabies for inspection at the job site at the request of the Building Official. This renews NOA #06- 0526.09 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. MANMADE COUNTY APPROVED. NOA No.:11- 0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: pub Category: iVlaterial: Roofing Roofing Tiles Concrete • 1. SCOPE: This approves a system using Bugle Roofing Products Malibu Concrete Roof Tile, as manufactured by Eagle Roofing Products LLC in Sumterville, FL. and described in Section 2 • of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: • Manufactured by Applicant Dimensions Malibu Concrete Tile 1= 17" w =12%" W thick • Tritn Pieces 1= varies w = varies varying thickness Test Product Specifications Description TAS 112 Low profile, interlocking, high pressure extruded concrete roof tile equipped with three nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. TAS 112 Accessory trim, concrete roof pieces for use at hips, rakes; ridges and valley terminations. Manufactured for each tile profile. NOA No. :11- 0321.01 Expiration Date: 10 /05 /16 Approval Date: 05/12/11 Page 2 of 7 2.1 EVIDENCE SUBMITTED: Test Agency PRI Construction Materials Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Test Identifier PRI06178 Test Name/Renort TAS 112 7161 -03 Static Uplift Testing Appendix 111 TAS 102 & TAS 102(A) 7161 -03 Wind Tunnel Testing Appendix II TAS 108 (Nail -On) P0402 Withdrawal Resistance Testing of serew vs. smooth shank nails 94 -060B Static Uplift Testing TAS 101 (Adhesive Set) 94 -084 Static Uplift Testing TAS 101 (Mortar Set) P0631 -01 Wind Tunnel Testing TAS 108 (Mortar Set) Wind Tunnel Testing TAS 108 (Nail -On) Physical Properties TAS 112 25- 7094 -1 Static, Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, New Construction)O 25- 7094 -7 Static Uplift Testing TAS IO2 (4" Headlap, Nails, Battens) 25- 7094 -4 Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, Recovor/Reroof) Wind Driven Rain TAS 100 Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Direct Deck) 25- 7183 -2 Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Battens) Redland Technologies Letter Dated Aug. 1, 1994 Professional Service 224 -47099 Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Project No. 307025 Test IIMDC -76 25- 7183 -1 Rt8 08/23/06 Dec. 1991 Dec. 199I Sept. 1993 March, 1994 May 1994 July 1994 Aug. 1994 Sept. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 NOA No.:11- 0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page3 of 7 Tho Center for Applied 25- 7214 -2 Engineering, hie. 25- 7214 -6 Colotex Corporation 528454 -2 -1 Testing •Services 520109 -2 Walker Engineering, Inc. Evaluation Calculations Walker Engineering, Inc. Evaluation Calculations Walker Engineering, Inc. Evaluation Caicuiations Walker Engineering, Inc. Evaluation Calculations Walker Engineering, Inc. Evaluation Calculations Walker Engineering, Inc. Calculations Walker Engineering, Inc. Calculations Static Uplift Testing TAS 102 • (1 Quik -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing TAS 101 Two Fatty Adhesive Set System 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25-7804-4 & 5 25- 7848 -6 Aerodynamic Multiplier Restoring Moment Due to Gravity March, 1995 Sep. 1998 Dec. 1998 April 1999 March 1995 February 1996 April 1996 December 1996 Sep, 2006 Sep. 2006 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miatni -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. NOA No.;11- 0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 4 of 7 4. INSTALLATION 4.1 Eagle Roofing Products LLC Malibu Concrete Tite 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 (ix w ) Tile Profile Weight -W (Ibf) Length -1(ft) Width -w (ft) Malibu Tite 9.5 1.417 1.04 Table 3: Restoring Moments • Table 2: Aerod namic Multi • Ilers - X ft3 7 ":12" or greater Tile Profile Tile 4":12" X. (ft ) . (ft ) Direct D k • Profile Battens Batten Application Direct De !cation Malibu Tile Direct Deok 6.30 0.305 ,( 0.282 6.54 Table 3: Restoring Moments due to Gravity 5 " :12" - Mg (ft -Ibf) 6 ":12" 7 ":12" or greater Tile Profile 3 ":12" 4":12" Malibu Tile Battens Direct D k Battens Direct Deck Battens Direct Deck . Battens Direct Deck Battens Direct Deok 6.30 1 #8 Screw 6.21 6.54 6.08 6.41 5.93 6.25 5.77 6.08 Table 4: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 16/32" plywood) Direct Deck (min. 19/32" plywood) Battens Malibu Tile 2 -10d Ring Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw _ Shank Nall 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nall (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nall (Eave Clip) 19.0 19.0 22.1 . 2 -10d Smooth or Screw Shank Nails (Field Clip) • 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Rin. Shank Nails' 43.0 67.5 50.9 Installation with a 4" tile Medial) and Easterners are located a min. of 2%" from hea. of tile. MANMADE COU APPROVED NOA No.:11- 0321.01 Expiration Dato: 10/05/16 Approval Date: 05/12/11 Page 5 of 7 Table 5: Attachment Resistance Expressed as a Moment M1 (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Malibu Tile Adhesive 26.14 2 See manufactures component appro'va1 for Installation requirements. 3 Flexible Products Company TileBond Po foam Product Inc. Averse weight Average weight per patty 11.4 grams. 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 - Malibu Tile Polyfoam PoIyProTM Malibu Tile Pofyfoam PofyProlM 46.5° 4 Large paddyplacement of 54grams of PolyProTm. of 24grams of PoIyProTM. 4 Medium paddy placement 5. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below)y or following statement: "Miami -Dade County Product Control Approved ", EAGi FLORIDA MALIBU CONCRETE ROOF TILE LABEL SUMTERVILLE. PLANT (LOCATED ON UNDERSIDE OF TILE) NOA No.:11- 0321.01 Expiration Date: 10 /05/16 Approval Date: 05/12/11 Page 6 of 7 Table 7: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) for Mortar Set 5 stems Tile Profile Tile Application Mortar Set' Attachment Resistance 20.60 Malibu Tile 5. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below)y or following statement: "Miami -Dade County Product Control Approved ", EAGi FLORIDA MALIBU CONCRETE ROOF TILE LABEL SUMTERVILLE. PLANT (LOCATED ON UNDERSIDE OF TILE) NOA No.:11- 0321.01 Expiration Date: 10 /05/16 Approval Date: 05/12/11 Page 6 of 7 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 this Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation ofthis system. PROFILE DRAWING MALIBU CONCRETE ROM TILE END OF THIS ACCEPTANCE NOA No. :11.0321.01 Expiration Date: 10/05/16 Approval Date: 05 /12/11 Page 7 of 7 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) 3754908 NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618-2930 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 (AIIJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (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 Division 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: MLT TileScal 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 NOA consists of pages 1 through 3. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 08- 0107.02 Expiration Date: 07/31/12 Approval Date: 05/15/08 Page 1 of 3 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Roofing Underlayment SBS TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product MLT TileSeal plmensions 36" x 33.3' rolls 36" x 66.7' rolls EVIDENCE SUBMITTED: Test Agency Underwriters Laboratories, Inc. IRT Arcon, Inc. PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. PRI Construction Materials Technologies, LLC. Test Identifier R14610 . 02 -012 NEI- 006 -02 -01 NEI- 008 -02 -01 NEI- 045 -02 -01 NEI- 053 -02 -01 APPROVED ASSEMBLIES: Deck Type 1: Deck Description: System E(1): Base Sheet: Membrane: Surfacing: Test Specification TAS 103 Product Description 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 Name/Report Date Follow up Service TAS 103 TAS 103 TAS 114 (I) ASTM D 4798 & ASTM G 155 ASTM D 4798 & ASTM G 155 03/28/02 02/28/02 04/01/02 07/30/02 08/08/07 05/01/08 Wood, non - insulated, new construction 15/32" or greater plywood or wood plank Anchor sheet mechanically fastened deck, membrane adhered. One or more plies of ASTM D 266 Type 11 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. One or more plies of MLT 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 MLT TileSeal Underlayment is acceptable. Approved for Approved Adhesive Set Roof Tile Systems, Mechanically Fastened Roof Tile, Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle assemblies. NOA No.: 08- 0107.02 Expiration Date: 07/31/12 Approval Date: 05/15/08 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. MLT TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. MLT TileSeal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. MLT 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. MLT 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 MLT TileSeal underlayment shall be 6:12 when tiles are loaded directly to the MLT 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. MLT TileSeal underlayment may be used with any approved roof covering Notice of Acceptance listing MLT TileSeal underlayment as a component part of an assembly in the Notice of Acceptance. 1f MLT 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 MLT 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.: 08- 0107.02 Expiration Date: 07/31/12 Approval Date: 05/15/08 Page 3 of 3 MIAMi•DyAD>: 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 Miami, Florida 33175 -2479 T (786) 315 -2590 F (786) 315 -2599 www.mInntIdide.goy /bulId 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 - Produot 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 produet 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 produot 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: Polypro67 AII160 LABELING: Bach unit shall bear a permanent label with the manufacturers 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 ocour 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 Nod 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/I4/11 Page 1 of 7 ROOFING COMP Category: Sub Category; Mateiialst ONENT APPROVAL: Roofing Roof tile adhesive Polyurethane SCOPE; This approves Polypro® MU60 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 fiat, low, and high profile roof tiles system using Polyproo Al-! 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test $neelficati9ns Polypro® AH160 N/A TAS 101 Foampro® RTF1000 NIA ProPack�� 30 & 100 NIA 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. PHYSICAL 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 ibs.lft' 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% Volutno Change ®1 58 °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 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report 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 1.108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 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 TIIe Assembly for fire rating. 2. Polypro® 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 tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. (-1?) W 2 F'.- MS NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 3of7 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 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 met or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attadmtent 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 +D AH160 Operating Instruction and Maintenance Booklet. 4. installation must be by a Factory Trained 'Qualified Applicator' 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 Foatupro® 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- 1.1 5 (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 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 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 For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, Iligh 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 Page 4of7 ADJIESIYE PLACEMENT DETAIL 1 SINGLE PATTY Ned through p1as1I4 vomenl Uadadsymenl Paddyneaea9%Tda) 1O1n. Eno Cara Eat Mute MO con only: Kaap*dhtatreapprox. 4 fn. uptomalephoks Eta own dip K ppedtask appiox. 4ln.up fam wallahs* Nell through p Oaks cement d arrcant 1D in. tin `zits >F :7:NNL,4: EeraCtwra � Ehula aOaW o / ddpeega Paddy Routh Tlh) EaYa own oar Keepodhtshreapprox. 4tauptromrttpiwha IMO ONO adhestreloalgae 1Tlo33 Opdoea13x3'sior stone Who IneoafadwattrepanFlo \alaepptohape"'"'na *Iran taws ups%dom.Pacotdhaslre1!1Io. To 1 In. From odd* edge of war Ills. Then bad lheth NadHMO plan{ cament 0AtlI Ma //� % / / SheaRing Aopuursecovtrtita. 6ottoaetoadtouneot Op[bnat unadoverliforattWol Pont fd I ranlMeanrUkstie *Modt �� Wad ieehateaYeline ' `..,v FAN* dad) Wetp No bail (matarshow) NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page5of7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nall through plastic cement Paddy {Beneath Tde) NMI through plastic cement Undeilaymenl Nall Ihrough plastic cement Undedayment 1 Paddy (Beneath Tile) Faso Como Fascia Weephals Eno clam Dslpedge Paddy(Beneaih1ito) 7 in. Fascia EsveClowiG NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04 /14/11 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement Paddy (between tlte) Paddy (under tiloj Single paddy In. under tile x 3 in. Single paddyon under - layment Singto paddy on top of the .( ��Es e course In. X 1 in. madtum size paddy eau Fascia course only Nall through plastic cement Single paddy under tilo Underlaymeni Single paddy between file 1 21n.x 71n. medium site paddy eava course only n.x 31n, Singto 4 in. paddyon under. layment Single paddy on top of tile Eave Course Fascia Weephole Eava closure Drip edge Nall through plastic cement Single paddy between tile 3 In.x 3 In. 8ingle paddy on top of Ilto EaveCeWSe ( 4,EweClosure 2In 1 In medium s$lze paddyeavecowse only Fascia END OF THIS ACCEPTANCE NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 7of7