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RF-12-1767Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 181090 Permit Number: RF -9 -12 -1767 Scheduled Inspection Date: November 07, 2012 Inspector: Bruhn, Norman Owner: , MIAMI PROPERTY SOLUTIONS Job Address: 9313 NW 2 Place Miami Shores, FL 33150- Project: <NONE> Contractor: CITY ROOFING AND CONSTRUCTION INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1131010150230 Building Department Comments RE ROOF TILE TO TILE COLOR THRU Infractlo Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 178855. CAP PRODUCT NOT ALLOWED ON OPEN VALLEY November 06, 2012 For Inspections please call: (305)762 -4949 Page 14 of 19 A-1 Engineering Inspection Services, Inc 7066 SW 44th Street Miami, FI 33155 Tel: 786- 326 -9877 Fax: 305 - 485 -9011 airoofinspection @gmail.com LAB CERTIFICATION # 10- 0512 -01 SITE SPECIFIC INFORMATION UPLIFT TEST - TAS #106 Roofing Contractor CITY ROOFING Job Address Owner's Name MIAMI PROPERTY SOLUTION Type of Tile EAGLE MALIBU 9313 NW 2 PLACE MIAMI SHORES FL Permit # RF -912- 119-7 Date Installed Approximate Roof Height 12 feet Roof Pitch 3/12 Type of access to Roof Approximate Square Footage of Roof 16 ft 2 Date Tested 10/23/2012 OK Required Testing Force 35 Ibs Number of Tests 55 Testing Equipment: F.G.E. 100 Contact Name MARIO Phone #13052 218 -7910 LOCATION # OF TEST PASS # OF TEST FAIL Corner 9 Tests ' Pass 0 Tests Fail Perimeter 13 Tests ' Pass _ Tests Fail Field Tests Pass 26 � _....d._ Tests Fail Ridge 7 Tests ' Pass 0 Tests Fail Total i 55 Tests " Pass .r Tests Fail In ACC-PIANCE aS110T ST G UARANT:7 � Tf THE CR S BEE PERFO r SE I F JA Cod • RIA OF "OTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS FGLL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT I5 NOT DISASTERS. YENAN T LEYVA P.E # 67416 A -1 ENGINEERING INSPECTION SERVICES INC CERTIFICATION NO 10- 0512.01 7066 SW 44th Street Miami, FI 33155 - Telephone (786)326 -9877 « Fax (305)485 -9011 A -1 Engineering Inspection Services, Inc 7066 SW 44th Street Miami, FI 33155 Tel: 786- 326 -9877 Fax: 305 - 485 -9011 a1roofinspection@gmail.com LAB CERTIFICATION # 10- 0512 -01 SITE SPECIFIC INFORMATION UPLIFT TEST - TAS #106 Roofing Contractor CITY ROOFING Job Address 9313 NW 2 PLACE MIAMI SHORES FL Owner's Name MIAMI PROPERTY SOLUTION Type of Tile EAGLE MALIBU Approximate Roof Height 12 feet Approximate Square Footage of Roof Date Tested 10/23/2012 Contact Name MARIO Permit # Date Installed RF -912- 1110 u Roof Pitch 3/12 Type of access to Roof OK 16 ft2 Number of Tests 55 Testing Equipment: F.GE 100 Phone # (305) 218 -7910 Required Testing Force 35 Ibs SKETCH OF ROOF 4 Revised by 7066 SW 44th Street Miami, FI 33155 N Telephone (786) 326 -9877 — Fax (305) 485 -9011 Owner's Affidavit of Exemption Roof to Wall Connection Hurricane Mitigation Retrofit for Existing Site -Built Single Family Residential Structures Pursuant to Section 553.844 F.S. To: Miami Shores Village 10050 NE 2nd AVE Miami Shores, FL RE: Owner's Name: V uh ( vt ( 111-;,CS. Property Address: °Di 41") Zle2) Roofing Permit Number: Dear Building Official, I '41 4M l til certify that I am not required to retrofit the roof to wall connection of my building because: V The just value for the structure for purposes of ad valorem taxation in less than $300,000.00 The building was construction in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of the 1994 edition of the South Florida Building Code (1994 SFBC). Signature of Property Owner Print Name STATE OF FLORIDA COUNTY O14IAMI -DADE Sworn to u s ribed before me this Day of �f , 20 v SEAL Personally Known or Produced Identification Daniel Gato c -ION # DD875768 '' AR. 30,2013 r∎ ,r rr.rwi(ONNOTARYCOm When the just valuation of the structure for the purposes of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed in compliance with the FBC nor with 1994 SFBC, and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided. AFFIDAVIT OF COMPLIANCE WITH ROOF DECKING ATTACHMENT AND SECONDARY WATER BARRIER HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami Shores Village 10050 NE 2nd AVE Miami Shores, FL 33138 Re: Owner's Name (64 141 Property Address 1112 rtr b Roof Permit Dear Building Official: I, Mario Famada certify that the roof decking attachment and fasteners have been strengthened and corrected and a secondary water barrier has been provided as required by the " Manual of • .v . i - uiti:ation Retrofits for Existing Site -Built Single Family Struc adopted by the Florida : 'Wing Commission by Rule 9B -3.047 F.A.C. Qualifyin S gnature of Qualifying Agent Mario am Print Name a STATE OF FLORIDA COUNTY OF,V,IJAMI -DADE Sworoo ►d subscribed befyre me this ti - day Of l r ,20 (SEAL) Personally Known or Produced Identification . et% www.AANdNNuTARte ne NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION L �t PERMIT NO. TAX FOUO NO. /1— 3 /0/ - 0/5-- 0236 STATE OF FLORIDA COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: CFN 201L 280665229 OR Bk 23277 Ps 4283► (1Ps) RECORDED 09/19/2012 10 :50 :45 HARVEY R:UVIN? CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE z31,i /lc.w i�Lml , 331Vb 2. Description of improvement: ,UPw 7o o 3. Owner(s) name�nd address: /it t --n,1. (�A e o ei T 56 /c IRO /l/� / <( 5tte P� mil; -1;( 5icp 5 , 1�L Interest in property: ®/,r✓ /1 P/- Name and address of fee simple titleho der: ILA 11 i ? r 14/ 1h1- 1141, �U Vn � w ►�s, tt � . 4. Contractor's name and address: e /'Nj e '( II '' 2Z•c) 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 3 9/6 / k.ct 31/7o 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Irenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date . this Notice of Comrencement: (the expiration date is 1 year from the date of recording unless a differ Signature of Own Print Owner's Name Sworn to and subscribed before me this 1 1) day of Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 W02 Jir'r, 20 15 ni Cbto° ca2\c coy! ssioN .spnR75768 9 1, EXPIRES: MAR. 30, 2013 ",• FAO. . ���ynn�` VYWVV.AARONNpTAIix�Ogl Prepared by t - ° clirvviA Add, er�ss: [/1/1 O L-) Lit d 1M(Ifin , : 33/ -to STATE OF FLORIDA, COUNTY OF DA[)E HEREBY CERTIFY iris!. 240 oioMli:s1 ,� true, ar copy jai tc� Original on iilG !oi :i i iJi ICS, e_ AD 20 0' HARVEY UM, Clerk rat arcit and Co rty Cowls Dsputy CIS f `353, • - C0U'JJ.a w 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 Permit Type: BUILDING JOB ADDRESS; 1 3/ 3 '° r ®/i4 cf City: Miami Shores County: Fo1io/Parcel #: ' / I 3/01 ^ Oic- 0210 1612 !� SEP BY: ------ FBC 20 Permit No. +F12,— I (crl Master Permit No. ( ROOFING Miami Dade Zip: Is the Building Historically Designated: Yes NO Flood Zone: G s � l a �It yet)/ / SOk e 5 30 - lO 7- 9' OWNER: Name (Fee Simple Titleholder): Phone #: /e, .t/E /V P 5,L' e e 1-- Address: City: i w ' S� 1°,5. Q,� State: Zip: 3.34 Tenant/Lessee Name: I 1f f /rig Phone#: 3,� r Email: e 0VOi,9 e/hr S 4 N i, 9 c AS R S. c D CONTRACTOR: Company Name: 6,41 2 6L,C((R Address: '2 A� p ,7. 1 °C' 5(„7 112 P t Ck- City: La 04 I State: ft Qualifier Name: tit Cif -A State Certification or Registration #: e- d1 13 ig ( Certificate of Competency #: Contact Phone #: 301- 2 &' 1' (D 1 Email Address: e-- '1.4-41 M11-01, 4j tko ,u, . IrQ,i. J DESIGNER: Architect/Engineer: Phone #: Phone #: t( 2-46 - pq c1 Zip: 331 7 ) Phone#: 30°C. t( Value of Work for this Permit: $ /0, (0 Square/Linear Foota Type of Work: ❑Addition ❑Alteration New Description of Work: r e of Work: l ZO sei epair/Replace ❑Demolition Color thru tile: (6)/ * * * * * * * * * * ****a:*** * * *** * **** : *** *** ** *Fees****** ** x** * *** **** * * * * ** x mix *********** * **** Submittal Fee $ Permit Fee $ 02 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ (X /� q/ ' TOTAL FEE NOW DUE $ d�2 Q . 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: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approvnspectioa -will be charged. Signature Signature Owner or _ent The foregoin instrument was acknowledged befor e this __ day of who is pe'sonally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: 0 Iii, by r'. lR) Sign: Print: My Commission Expires:' D : iel GAO ck• ' COMMISSION # DD875768 4 EXPIRES: MAR. 30,2013 �''• A'' n'na ' WWW.AARONNOTARY.COm The foregoing instrume day of who is pe wn to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commissio aniel Get0 _�°-.• : •.4sCOMMISSION #DD875768 '`s EXPIRES: MAR. 30, 2013 'sti ties* WWW.AARQNNQTARY.SOm ***************************** ***************************************************************81:************** APPROVED BY Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk To: Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. Miami Shores Village Building Department Date: • / S' 42� 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: 4 Atm Property Address: Roofing Permit Number: Dear Building Official: certify that I am not required to retrofit the roof to wall connections of my building because: tie just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) / ie 0 ,,1 S6 / ,qo ,// /(f 5'f--,Pee4) 1 )q-11 c ' oKP, Pt .33/6 ,A;44/ /' /4e Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he /she is the owner for the above property mentioned. 22 day of Sworn to and subscribed before me this Notary Public, Sate of Florida at Large - r ��.�`rPp�•, aniel Gato eG COMMISSION # 00875768 .� : qz � ;s�.�Q. EXPIRES: MAR. 30, 2013 ���'�`�. ;;�' wHW.AARONNOTARticom • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wan connection Hurricane Mitigation. Revised on 5/21/2009 Property Information Report My Home Property Information Report Summary Details: Page 1 of 1 Folio No.: 11- 3101 - 015 -0230 Property: 9313 NW 2 PL Mailing Address: JORGE GARCIA TORRES 9313 NW 2 PL MIAMI SHORES FL 33150 -2215 Properly Information: Primary Zone: 0800 SGL FAMILY -1701 -1900 SQ CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 2/1 Floors: 1 Living Units: 1 Adj Sq Footage: 1,206 Lot Size: 7,500 SQ FT Year Built: 1940 Legal Description: ODELL MANORS PB 41 -57 LOT 15 BLK 2 LOT SIZE 75.000 X 100 OR 19975 -0478 08 2001 1 OR 19975 -0478 0801 00 Assessment Information: Year: 2012 2011 Land Value: $54,059 $60,066 Building Value: $98,077 $97,325 Market Value: $152,136 $157,391 Assessed Value: $130,551 $126,749 Exemption Information: Year: 2012 2011 Homestead: $25,000 $25,000 ,2nd Homestead: YES YES Taxable Value Information: Year: 2012 2011 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000/$80,551 $50,000/$76,749 County: $50,000/$80,551 $50,000/$76,749 City: $50,000/$80,551 $50,000/$76,749 School Board: $25,000/$105,551 $25,000/$101,749 Sale Information: Sale Date: 8/2001 Sale Amount: $152,000 Sale O/R: 19975 -0478 Sales Qualification Description: Sales which are qualified View Additional Sales (Close window] [Click here to Print] This report was created on 9/24/2012 9:12:59 AM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. http:// gisims2. miamidade .gov /myhome /proptext_print.asp ?folio= 1131010150230 &cmd = 9/24/2012 THIS INSTRUMENT PREPARED BY AND RETURN TO: Assure America Title Company 600 Fairway Drive, Suite 109 Deerfield Beach, FL 33441 Our File No.: 12 -272DC Property Appraisers Parcel Identification (Folio) Number: 11- 3101- 015 -0230 The actual purchase price or other valuable consideration paid for the real property or interest conveyed by this instrument is $125,000.00. Florida Documentary Stamps in the amount of $750:00 have been paid hereon. SPACE ABOVE THIS LINE FOR RECORDING DATA 111111111111111111111111111111111111111111111 CFI • 2O2.21R064.9283. OR Bk 28269 F's 2209; (199) RECORDED 09/12/2012 15D24238' ''DEED 1300 TAX 750 , 00 HARVEY RUVIIdr CLERK OF COURT MIAMI- DADE'COUNTY, FLORIDA LAST PAGE WARRANTY DEED THIS WARRANTY DEED, made the 7th day of September, 2012 by Jorge Garcia Torres, a single man, whose post office address is 9313 NW 2nd Pl., Miami Shores, FL 33150 herein called the Grantor, to Miami Property Solutions, LLC, A Florida Limited Liability Company whose post office address is 190 NE 111th Street, Miami Shores, FL 33161, hereinafter called the Grantee: (Wherever used herein the terms "Grantor" and "Grantee" include all the parties to this instrument and the heirs, legal representatives and assign of individuals,, and the successors and assigns of corporations) W 1 T N E S S E T H: That the Grantor, for and in consideration of the sum of TEN AND 00 /100'S (S10.00) Dollars and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the Grantee all that certain land situate in MIAMI -DADE County, State of Florida, viz.: Lot 15, Block 2, of O'DELL MANORS, according to the Plat thereof, as recorded in Plat Book 41, Page 57, of the Public Records of Miami -Dade County, Florida. `Subject to easements, restrictions and reservations of record and taxes for the year 2012, and thereafter. TOGETHER, with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD, the same in fee simple forever. AND, the Grantor hereby covenants with said Grantee that the Grantor is lawfully seized of said land in fee simple; that the Grantor has good right and lawful authority to sell and convey said land, and hereby warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2011. IN WITNESS WHEREOF, the said Grantor has signed and sealed these presents the day and year first above written. Signed, the presence of: With # mted ame STATE OF FLORIDA COUNTY OF MTANII -DADE STATE OF FLORIDA, COUNVI OF DADE HEREBY CERTIFY the Weis a true copy drzY cfi A 0 20___ -.- - --- Gii n Courts of Cittarrt and County • D.C. The foregoing instrument was acknowledged before a this 7th dty/i€ September, 2012, by Jorge Garcia Torres who is personally known to me or has produced le.4113 identification and ❑ did E did not take an oath. • SEAL My commission expires: id /4( l;ile No.: 12-272DC Notary Pu Printed Notary Name P s Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form 2 Master Permit No. Contractor's Name Job Address Section A (General Information) �J Process No. R 1 [-� 110-1 EP ❑ Low Slope ❑ Asphaltic Shingles ❑ New Roof a-cLI Y.47.-"`6 75:7) iii il ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel /Shingles ❑ Wood Shin • le ❑ Prescriptive BUR -RAS 150 ROOF TYPE Reroofing ❑ Recovering ❑ Repair Mortar /Adhesive Set Tile ROOF SYSTEM INFORMATION pie Roof Area (SF) Steep Sloped Roof Area (SF) Total ( SECTION B (Roof Plan) h of Plan: Illustrate all levels and sections, roof drains, scup )scuppers and overflow drains. 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Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: `' 1' ,_:%is I v® 1.,,c. Product Approval Number: ) l- 03 2 1 0 i Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: -31, 1 P2: - a , 1 P3: - ZOO'pl Maximum Design Pressure L1 Product Approval Specific System: Method of Tile Attachment: /L .eJ tc PA _.t y a/ jr,® A (1 l bo t Roof Slope: 3 :12 Steep Sloped System Description Deck Type: Woo b Type Underlayment: Insulation: Fire Barrier: 611xit D7,7-6 Ridge Ventilation? Fastener Type & Spacing: Adhesive Type: Type Cap Sheet: l Mean Roof Height: t02c 1(�1' 4 PP1k 77-wo 'S Zoo 41- Roof Covering: UaI t C.VACIck. I l� Type & Size Drips Edge: 13 )c3ZL4°�locl Florida Building Code Edition 2010 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 Mrwith the values from K. If the Mr values 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 Tile Calculations Per RAS 127" c+c` (P1: 31. e x 1, :13 = I . ©3 ) - Mg: Pv . c = Mr, (4. 2 z Product Approval Mt Zf Sa 3� / � T L (P2: . ' x x , l 6 Z = i ?L 2-0)- Mg: (,. = Mr2 j 2. 53 Product Approval M1' C (1/ (P3:1/:(1 x x . Z4 Z 1 'i C) -Mg: l, ( = Mr32 I -lS Product Approval M1 4.7( Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below-34'i Product Approval Mf _tS, C M1 Required Moment Resistance* Mean Roof Height -► Roof Slope 1 15' 20' 25' 30' 40' 2:12 34.4 Job Site 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 .2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6 :12 26.4 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. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the F,. values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P1: x 1: = x w:= ) - W: x cos 0: - = Fr, Product Approval F' (P2: x 1: = x w:= ) - W: x cos 0: - = F2 Product Approval F' (P3: x 1: = x w:= ) - W: x cos 0: - = Fri Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier A Product Approval Restoring Moment due to Gravity M, Product Approval Attachment Resistance M, 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 1= length w = width Product Approval All calculations must be submitted to the Building Official at the time of permit application. t SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 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 adjacent box indicates that the item has been explained. 77A-lk 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) issues 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. . 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 Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and /or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with 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. 7, 05- ,02 0 'per's / gents ignature Date Contrac 93i3 ud lfrAce Property Address Permit Number Rev:120/2005,Computer Services, Building Department DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Tarco Specialty Products, Inc. One Information Way, Suite 225 Little Rock, AR 72202 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 PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Build'. 3W =o e. DESCRIPTION: 30# ASTM Specification Felt, EasyLay, Fast9 SS400, NR50011T 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 renews and revises NOA No. 09- 0824.06 and consists of pages 1 through 10. The submitted documentation was reviewed by Jorge L. Acebo. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786)315 -2590 F (786) 31525 -99 www.miamidade.gov /Hera PS200mu, MS300, NOA No.: 11- 0912.04 Expiration Date: 01/25/17 Approval Date: 01/19/12 Page 1 of 10 ROOFING COMPONENT APPROVAL Category: Roofing Sub - Category: Underlayment Material: Asphalt, SBS, Polyester SCOPE: This acceptance is for 30# ASTM Specification Felt, EasyLay, Fast90, PS200HT, PS200mu, MS300, SS400 and NR500HT underlayments as manufactured by Tarco, for use with approved prepared roof assemblies as described in this Notice of Acceptance; designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone of the Florida Building Code. PRODUCTS DESCRIPTION: Product 30# ASTM Specification Felt EasyLay 3' x 133' 4" rolls Dimensions 3' x 72" rolls Fast90 3' x 36' rolls PS200HT 3' x 66'8" rolls PS200M° 3' x 66'8" rolls Test Specification ASTM D 226 Type II ASTM D 226 Type II TAS 103 ASTM D 249 ASTM D 6380 TAS 103 ASTM D 1970 ASTM D 1970 Product Description Asphalt saturated felt underlayment Sheet material comprising a polyester substrate coated with bituminous coating for use as an underlayment in roofing applications. Designed as a shingle and metal roofing underlayment and for use in tile roofing assemblies when used with an approved TAS 103 tile underlayment cap sheet. Granular surfaced, asphalt- impregnated organic felt reinforced, bituminous sheet material with a self - adhesive bottom layer, for use as an underlayment in sloped roof assemblies. Designed as a tile roofing underlayment. Fabric surfaced, fiberglass reinforced, SBS modified bituminous sheet material with a self - adhesive bottom layer, for use as an underlayment in sloped roof assemblies. Designed as a tile and metal roofing underlayment. Film surfaced, fiberglass reinforced, SBS modified bituminous sheet material with a self - adhesive bottom layer, for use as an underlayment in sloped roof assemblies. Designed as a metal and shingle roofmg underlayment. NOA No.: 11- 0912.04 Expiration Date: 01/25/17 Approval Date: 01/19/12 Page 2 of 10 MS300 SS400 3' x 66'8" rolls 3' x 33'4" rolls 3' x 66'8" rolls 3' x 33'4" rolls NR5001" T 3' x 66'8" rolls MANUFACTURING LOCATION: 1. Greencastle, PA 2. Belton, TX EVIDENCE SUBMITTED: Test Agency, Atlantic & Carribean Roof Consulting, LLC PRI Asphalt Technologies Trinity 1 ERD IRT-Arcon MIAMFDADE COUNTY APPROVED ASTM D 1970 ASTM D 1970 ASTM D 1970 Test Identifier ACRC06 -013 TOT - 003 -02 -01 TOT - 029 -02 -01 TOT - 030 -02 -01 TOT - 041 -02 -01 TOT - 042 -02 -01 T3580.10.06 -2 T3580.10.06 T30160.08.09 -R1 T10550.07.08 T32530.08.10 T33190.08.10 T37610.07.11 IRT07 -0006 IRT 07 -0036 IRT08 -0002 Fine granular surfaced, fiberglass reinforced, bituminous sheet material with a self - adhesive bottom layer, for use as an underlayment in sloped roof assemblies. Designed as an ice and water shield, and a shingle roofing underlayment. Smooth surfaced, fiberglass reinforced, bituminous sheet material with a self - adhesive bottom layer, for use as an underlayment in sloped roof assemblies. Designed as an ice and water shield, and a shingle and metal roofing underlayment. Film surfaced, non - reinforced, bituminous sheet material with a self - adhesive bottom layer, for use as an underlayment in sloped roof assemblies. Designed as an ice and water shield, and a shingle and metal roofing underlayment. Test Name/Report TAS 103 ASTM D226 Type II TAS 110, ASTM D249 & D 6380 TAS 110, ASTM D249 & D 6380 TAS 110, ASTM D226 Type II ASTM D4798 & ASTM G155 TAS 103 TAS 103, ASTM D6380 ASTM D1970 ASTM D4798 & ASTM D1970 ASTM D1970 TAS 103 TAS 114 -D ASTM D1970 ASTM D1970 ASTM D1970 Date 06/14/06 08/22/02 07/05/05 07/05/05 05/24/06 05/22/07 10/26/06 10/12/06 10/12/10 07/30/08 08/17/10 08/06/10 07/29/11 07/11/07 02/22/08 02/22/08 NOA No.: 11- 0912.04 Expiration Date: 01/25/17 Approval Date: 01/19/12 Page 3 of 10 BUILDING lT IT REQUIREIY1 As required by t ° • wilding Official cc :.pplic;,bfe bu: iding code in order to properly ev<:1:1:, , installation of If); • tem. AD11, :.iIVE PLACEMENT DETAILS BEAD IN THE PAN cuNTINUOU6 WITH gpE.O n,. 1EENE ON DECK. lam f Leo CUT AWAY VIEW NERD IN THE PAN CONTINUOUS WITH ADIIESNE CROWN. PLA.'En1Ei,; f DETAIL# 1 MIAMI•DADE C 0 TY APPRO.'i rdOA Na Expiration 1 ftpj)i•ovi4t 1 0- 1112.05 : 01/03/16 : 01/06/11 age 4 of 5 GENERAL LIMITATIONS — 30# ASTM SPECIFICATION FELT: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. 3. 30# ASTM Specification Felt may be used with any approved roof covering Notice of Acceptance listing ASTM D 226 Type II felt as a component part of an assembly in the Notice of Acceptance. 4. All products lised herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N -3 of the Florida Administrative Code. INSTALLATION REQUIREMENTS — 30# ASTM SPECIFICATION FELT: 1. 30# ASTM Specification Felt shall be installed in strict compliance with applicable Building Codes. 2. Observe and comply with roofing practices and guidelines as outlined by the National Roofing Contractors Associations (NRCA) when installing 30# Felt. 3. During installation of 30# Felt, comply with Occupational Safety and Health Administration (OSHA) safety standards; use common sense measures and adequate safety precautions to prevent accidents. 4. 30# ASTM Specification Felt shall be installed with a minimum 4" end lap in a shingle layer fashion and fastened as required by applicable system assemblies NOA or applicable Building Code. GENERAL LIMITATIONS - EASYLAY: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. 3. EasyLay shall be applied to a clean and dry surface. 4. EasyLay shall not be torched or hot mopped to. Refer to manufacturer's published literature for additional information. 5. EasyLay shall not be used on slopes less than 2:12, unless the slope is acceptable to the weather resistant covering. In general, on slopes less than 4:12, a double layer of EasyLay is recommended. Double layer application is best achieved by using 19" side laps, making sure the side laps are `shingled in' to shed water. 6. When installing EasyLay, the roof system must include proper ventilation. 7. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of EasyLay with specific prepared roofing products. EasyLay may be used with any approved roof covering Notice of Acceptance listing ASTM D 226 Type II felt as a component part of an assembly in the Notice of Acceptance. 8. All products lised herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N -3 of the Florida Administrative Code. 9. EasyLay shall not be left exposed for longer than 30 days after application. 10. The manufacturer reserves the right to change product exposure period at any time; not to exceed the preceding maximum time limitations. NOA No.: 11- 0912.04 Expiration Date: 01/25/17 Approval Date: 01/19/12 Page 4 of 10 APPROVED ASSEMBLIES - EASYLAY: System E(1): Deck Type 1: Deck Description: Anchor/Base Sheet: Fastening: Anchor sheet mechanically fastened to deck. Wood, Non - Insulated. Minimum 19/32" plywood or wood plank. One or more plies of EasyLay underlayment, with a minimum 4" wide side lap and a minimum 8" wide end lap, mechanically fastened to deck. Approved nails and tin caps 6" o.c. within lap and two equally spaced staggered rows 12" o:c. in the field (for Anchor/Base sheet). Surfacing: Approved Roof Assemblies in lieu of FBC perscribed ASTM D 226 Type II felt. INSTALLATION REQUIREMENTS - EASYLAY: 1. EasyLay shall be installed in strict compliance with applicable Building Codes. 2. Observe and comply with roofing practices and guidelines as outlined by the National Roofing Contractors Associations (NRCA) when installing EasyLay. 3. During installation, comply with Occupational Safety and Health Administration (OSHA) safety standards; use common sense measures and adequate safety precautions to prevent accidents. 4. EasyLay shall be acceptable for use with asphaltic shingles, wood shakes and shingles, quarry slate, tile and metal roofing assemblies. 5 Re -fasten any loose decking panels, and check for protruding nail heads prior to the application of EasyLay. 6. Place a full width piece of EasyLay, parallel to the eave (low) edge of the roof. 7. Unroll EasyLay 2 to 3 feet, with the lay lines facing up, and position the end of it to the edge of the eave and rake. 8. Install a few fasteners at the top, near the rake, and roll out the sheet to a maneagable length. 9. Pull, straighten and align the sheet so that any wrinkles are eliminated and the sheet is even with the eave edge. 10. EasyLay shall be fastened with approved roofing nails and tincaps or approved capnails, driven by hand or pneumatically, spaced 6" o.c. at all laps in the center of the seam area, and two staggered rows fastened 12" o.c. in the field of the sheet. 11. When installing nails, apply so that the head of the nail is flush with the EasyLay surface, without cutting into the EasyLay surface. 12. Fastening shall be done from the top to avoid walking or kneeling on unsecured sheet. 13. Continue on to the end of the substrate and fasten down. 14. Align the next roll over the preceding sheet so as to form a minimum 4" overlap. 15. Then install the just placed sheet, per instructions above. 16. The bottom of the second course of EasyLay shall lay on top of the first course so that any water will flow over the top of EasyLay. NOA No.: 11- 0912.04 Expiration Date: 01/25/17 Approval Date: 01/19/12 Page 5 of 10 17. Apply subsequent sheets in the same manner, with 4" side laps and 6" end laps over the preceding sheets. 18. When the top course is reached, lap about 6" of EasyLay over the ridge. 19. Install EasyLay a minimum of 6" up any vertical surfaces. 20. Stagger the end laps a minimum of 18" from the preceding course. 21. After installing EasyLay on the field of the roof, install drip edge at the eaves (if used). 22. When applying EasyLay in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in each direction. Make sure there are no rips or large wrinkles in the EasyLay. 23. Before applying horizontal sections of EasyLay, install a vertical length of EasyLay down the center of the valley. 24. Several sections of EasyLay can be used, but be certain to overlap the higher sections several inches so any water will flow over the top of the sheet. 25. EasyLay underlayment in the valley areas must be covered with code prescribed metal or other approved valley lining material. 26. Apply a minimum 1/16" thick uniform layer of SBS trowel grade modified flashing cement to water proof areas of EasyLay where any cuts or tears have occurred. Seams or joints may require the application of an SBS trowel grade modified flashing cement. 27. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. GENERAL LIMITATIONS — TARCO SELF ADHERED UNDERLAYMENTS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. 3. Tarco self adhering underlayments shall be applied only when material interface temperatures are 40°F and rising. 4. Tarco self adhered underlayments shall not be installed when any form of moisture such as water, dew, rain, etc. is present on the substrate. 5. Tarco self adhered underlayments are to be applied to a smooth, clean and dry surface, with the deck free from irregularities. 6. Ensure roof has positive drainage prior to installation of Tarco self adhered underlayments. 7. Tarco self adhered underlayments shall not be applied over a pre- existing roof membrane or system. 8. After installation of Tarco self adhered membranes, wait a minimum of 48 hours before roof loading of tiles. 9. Care should be taken during the loading procedure to keep foot traffic to a minimum and avoid dropping the roof covering directly on the underlayment. NOA No.: 11- 0912.04 Expiration Date: 01/25/17 Approval Date: 01/19/12 Page 6 of 10 10. All tiles shall be staged (two tiles perpendicular to slope, four tiles on top parallel to slope) as per manufacturer's requirements, not to exceed 6 -high, to the standard maximum roof pitch of 6 :12 for flat tiles and 6 :12 for lugged tiles (See Tile Staging Method diagram below). At roof slopes greater than the above limitations, the use of loading battens or toe boards are required to load the roof tile. Slope Tile Staging Method Front View - Staged Tiles Side View - Staged Tiles 11. The manufacturer reserves the right to change the tile staging method at any time as well as the number of tiles stacked, not to exceed the preceding maximum number of tiles limitation. 12. EasyLay, PS200mu, MS300, SS400, and NR500HT shall not be left exposed as a temporary roof for longer than 30 days after application. PS200HT shall not be left exposed as a temporary roof for longer than 120 days after application. Fast90 shall not be left exposed as a temporary roof for longer than 180 days after application. The manufacturer reserves the right to change product exposure period at any time; not to exceed the preceding maximum time limitations. 13. NR500"T is not recommended for extreme high temperature environments such as under copper or zinc metal roofing. 14. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of Tarco underlayments with specific prepared roofing products. Tarco self adhered underlayments may be used with any approved roof coverings Notice of Acceptance listing Tarco self adhering underlayments or the ASTM standard which the self adhering underlayments meet as a component part of an assembly in the Notice of Acceptance. If Tarco self adhered underlayments or the ASTM standards are 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 product, wind uplift resistance, and fire testing results. 15. All products lised herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N -3 of the Florida Administrative Code. NOA No.: 11- 0912.04 Expiration Date: 01/25/17 Approval Date: 01/19/12 Page 7 of 10 APPROVED ASSEMBLIES — TARCO SELF ADHERED UNDERLAYMENTS System E(1): Deck Type 1: Deck Description: Anchor/Base Sheet: Fastening: Membrane: Surfacing: System F(1): Deck Type 3: Deck Description: Deck Preperation: Anchor/Base Sheet: Fastening: Membrane: Surfacing: Anchor sheet mechanically fastened to deck, membrane adhered. Wood, Non - Insulated. Minimum 19/32" plywood, wood plank. One or more plies of ASTM D226 Type II, ASTM D2626, or EasyLay underlayment, with a minimum 4" wide side lap and a minimum 8" wide end lap, mechanically fastened to deck. Approved nails and tin caps 6" o.c. within lap and two equally spaced staggered rows 12" o.c. in the field (for Anchor/Base sheet only). All Tarco self adhered membranes applied to approved Anchor/Base Sheet. (See #15 below for back nailing) Approved Roof Assemblies as specified below. Membrane self - adhered to concrete deck. Concrete, Non - Insulated. Structural concrete or concrete plank min. 2500 psi. The concrete deck shall be clean and dry and cured for a minimum of 28 days. None Membrane shall be back nailed with approved concrete fasteners and 15 /8" approved tin caps at a maximum spacing of 9" o.c. at the head laps and be covered by the preceding layer. No back nail fasteners or tin caps shall remain exposed. Tarco PS200HT self adhered membrane applied directly to concrete deck. (See Fastening above for back nailing) Approved Roof Assemblies as specified below. INSTALLATION REQUIREMENTS — TARCO SELF ADHERED UNDERLAYMENTS: 1. Tarco self adhering underlayments shall be installed in strict compliance with applicable Building Codes. 2. Observe and comply with roofing practices and guidelines as outlined by the National Roofing Contractors Associations (NRCA) when installing Tarco self adhering underlayments. 3. During installation, comply with Occupational Safety and Health Administration (OSHA) safety standards; use common sense measures and adequate safety precautions to prevent accidents. 4. Fast90 and PS200HT shall be acceptable underlayments for mechanically fastened roof tile and adhered roof tile applications. MS300 and SS400 shall be acceptable underlayments for asphaltic shingles, wood shakes and shingles, and slate or simulated slate roof assemblies. PS200IL and NR500HT shall be acceptable underlayments for asphaltic shingles, wood shakes, shingles, and metal roof panel assemblies. 5. Re -fasten any loose decking panels, and check for protruding nail heads prior to the application of the Tarco self adhering underlayments. 6. Tarco self adhering underlayments shall not be adhered directly over any pre - existing roof membrane. NOA No.: 11- 0912.04 Expiration Date: 01/25/17 Approval Date: 01/19/12 Page 8 of 10 7. All approved substrates are to be clean, dry and free of any loose debris or moisture prior to the application of the Tarco self adhering underlayments. Refer applicable building codes prior to installation to verify acceptable substrates. 8. Prime all metal collars, flashing, valleys, liner, drip edge and concrete deck substrate with ASTM D 41 primer, water based acrylic or water based polymer modified primer. 9. Contractor may cut the underlayments into sections for workability and allow to relax prior to application. 10. Place the underlayments over metal drip edge in accordance with RAS 111. 11. Install the first course of underlayment parallel to the eave edge. 12. Apply the underlayment, working from the center of the material continuously to the ends of the sheet (half of the length of the sheet is the center); taking care to avoid wrinkles and ridges. 13. Remove the underlayments release film rapidly in a continuous fashion. Ensure the bottom adhesive side of the membrane does not adhere to its self In the event this transpires,separate the two layers immediately. After some time, it may become impossible to do so without damaging the material. 14. It is recommended that end laps be staggered a minimum of 18" from the preceding course. 15. Underlayments are to be back nailed along the head lap. The nails shall be, 11 guage 11/4" approved ring shank type applied with a minimum of a 15/8" approved tin cap or approved capnail as required per the High Velocity Hurricane Zone (HVHZ) section of the FBC, at a minimum rate of 9" o.c. The head lap of the preceding layer of underlayment is to cover the area being back nailed. 16. Roll or broom the entire membrane surface paying special attention to all overlap areas "side laps, end laps, T-joints" to ensure adhesion with acceptable substrates. A minimum of a 28 lb weighted roller may be used for steep slope applications. The use of a soft bristled push broom is acceptable on steeper slopes. The above mentioned procedures are necessary in order to apply uniform pressure and allow for contact of the membranes. 17. Apply 1/8" thick uniform layer of SBS trowel grade modified bitumen asphalt adhesive / flashing cement throughout the contact area of the 6" granule over granule and fabric over fabric end laps. Once the aforementioned procedure has been completed, the membrane must then be hand rolled in place in order to ensure contact of membrane and achieve a minimum of 1/8`' "' asphaltic bleed out in designated area. 18. Tarco self adhering underlayments shall be applied to protrusions, slope changes, valleys, curbs, and other roof top penetrations before any other sections of the roof. 19. When applying underlayments in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in each direction. 20. For ridge applications, center the underlayment and roll from the center outward in both directions. 21. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 22. All protrusions or drains shall be initially taped with a 6" piece of like kind membrane. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of like kind membrane shall be applied over the flashing detail. 23. Vertical strapping of Tarco self adhering membranes is acceptable. NOA No.: 11- 0912.04 Expiration Date: 01/25/17 Approval Date: 01/19/12 Page 9 of 10 MANUFACTURER'S CONSIDERATIONS: 1. Fast90, PS200HT, PS200"4U, MS300, SS400, NR500HT can be directly adhered to wood decks. Ensure that such application is in compliance with applicable Building Code. 2. For best results when adhering Fast90, PS200HT, PS200"'U, MS300, SS400, NR500HT directly to wood decks, surface may be primed with an ASTM D41 asphalt primer, water based acrylic or water based polymer modified primer. When using primer, follow the manufacturer's recommendation for `cure time' prior to application of Fast90, PS200HT, PS200Mz7, MS300, SS400, NR500HT 3. When using Fast90 and PS200HT in tile roofing applications, use of loading battens or toe boards on roof slopes greater than 6:12 and higher is recommended. 4. Code body requirements supersede manufacturer's recommendations and installation guidelines. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of these materials. LABELING: 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- 0912.04 Expiration Date: 01/25/17 Approval Date: 01/19/12 Page 10 of 10 MIAMIn 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 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.eav/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 and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,•modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Malibu Concrete Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, 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 #06- 0526.09 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.:11- 0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofing Tiles Concrete 1. SCOPE: This approves a system using Eagle Roofing Products Malibu Concrete Roof Tile, as manufactured by Eagle Roofing Products LLC in Sumterville, FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Applicant Dimensions Malibu Concrete Tile 1= 17" w= 12'/x" '' /s" thick Trim Pieces I = varies w = varies varying thickness Test Specifications TAS 112 1'AS 112 Product Description 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. 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 Redland Technologies Professional Service 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. Test Identifier PR106178 7161 -03 Appendix III 7161 -03 Appendix I1 P0402 94 -060B 94 -084 P0631-0 I Letter Dated Aug. 1, 1994 224 -47099 25- 7094 -1 25- 7094 -7 25- 7094 -4 Project No. 307025 Test #MDC -76 25- 7183 -1 25- 7183 -2 Test Name/Report TAS 112 Static Uplift Testing TAS 102 & TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 101 (Mortar Set) Wind Tunnel Testing TAS 108 (Mortar Set) Wind Tunnel Testing TAS 108 (Nail -On) Physical Properties TAS 112 Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, New Construction) ❑ Static Uplift Testing TAS 102 (4" Headlap, Nails, Battens) Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Wind Driven Rain TAS 100 Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Batte;is) Date 08/23/06 Dec. 1991 Dec. 1991 Sept. 1993 March, 1994 May 1994 July 1994 Aug. 1994 Sept. 1994 Oct. I994 Oct. 1994 Oct. 1994 Oct. I994 Feb. 1995 Feb. 1995 NOA No.:11- 0321.01 Expiration Date: 10 /05/16 Approval Date: 05/12/11 Page 3 of 7 The Center for Applied 25- 7214 -2 Engineering, Inc. 25- 7214 -6 Celotex Corporation 528454 -2 -1 Testing Services 5201 09 -2 Walker Engineering, Inc. Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Calculations Walker Engineering, Inc. Calculations Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Batte:is) Static Uplift Testing TAS 101 Two Patty Adhesive Set Sysiem 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 acco; dance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Labc;ratory 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 requiremel Its shall be in compliance with applicable building code. NOA N o.:11- 0321.01 Ex 1,;ration Date: 10 /05/16 Ai,oroval I ale: 05/12/11 Page 4 of 7 4. INSTALLATION 4.1 Eagle Roofing Products LLC Malibu Concrete Tile and its component:; shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 11:) and RA S 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Witid -1 -w (ft) Malibu Tile 9.5 1.417 i .04 Tile Profile Malibu Tile Table 3: Restoring Moments due to Gravity - Mg (ft-ILi) 3 ":12" 4 ":12" 5 ":12" 8 "•12" Battens Direct Deck Battens 6.30 6.65 6.21 Direct Deck 6.54 Battens 6.08 Direct Battens Deck 6.41 5.93 Direct Decrc 6.26 7' :12 "or raater Batt( .1 6.77 Direct Deck 6.08 Table 4: Attachment Resistance Expressed as a Moment - for Nail -On Systems Tile Fastener Type Direct Deck Direct Dezie Profile (min 15/32" (min. 19132" plywood) plywood) Malibu Tile : (ft-Ibf=) ;itens 2 -10d Ring Shank Nails 1 -10d Smooth or Screw Shank Nail 27.8 37.4 8.8 11.8 2 -10d Smooth or Screw Shank Nails 16.4 21.9 1 #8 Screw 25.8 25.8 2 #8 Screw 47.1 47.1 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 1 -10d Smooth or Screw Shank Nail (Eave Clip) 2 -10d Smooth or Screw Shank Nails (Field Clip) 2 -10d Smooth or Screw Shank Nails (Eave Clip) 19.0 19.0 35.5 35.5 31.9 31.9 2 -10d Ring Shank Nails' 43.0 67.5 50.9 1 Installation with a 4" tile headlap and fasterners are located a min. of 2W from head et ti;e. MIAMI•DADE COUNTY APPROVED NOA N :11-0321.01 1:4iration 1 ;te: 10/05/16 �p)rovat 1 05/12/11 kJ a ge 5 of 7 Table 2: Aerod namic Multi • Iiers - A. ft3 Tile X (ft ) a (ft' i Profile Batten Application Direct deck A, :;ilication Malibu Tile 0.305 0.28': Tile Profile Malibu Tile Table 3: Restoring Moments due to Gravity - Mg (ft-ILi) 3 ":12" 4 ":12" 5 ":12" 8 "•12" Battens Direct Deck Battens 6.30 6.65 6.21 Direct Deck 6.54 Battens 6.08 Direct Battens Deck 6.41 5.93 Direct Decrc 6.26 7' :12 "or raater Batt( .1 6.77 Direct Deck 6.08 Table 4: Attachment Resistance Expressed as a Moment - for Nail -On Systems Tile Fastener Type Direct Deck Direct Dezie Profile (min 15/32" (min. 19132" plywood) plywood) Malibu Tile : (ft-Ibf=) ;itens 2 -10d Ring Shank Nails 1 -10d Smooth or Screw Shank Nail 27.8 37.4 8.8 11.8 2 -10d Smooth or Screw Shank Nails 16.4 21.9 1 #8 Screw 25.8 25.8 2 #8 Screw 47.1 47.1 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 1 -10d Smooth or Screw Shank Nail (Eave Clip) 2 -10d Smooth or Screw Shank Nails (Field Clip) 2 -10d Smooth or Screw Shank Nails (Eave Clip) 19.0 19.0 35.5 35.5 31.9 31.9 2 -10d Ring Shank Nails' 43.0 67.5 50.9 1 Installation with a 4" tile headlap and fasterners are located a min. of 2W from head et ti;e. MIAMI•DADE COUNTY APPROVED NOA N :11-0321.01 1:4iration 1 ;te: 10/05/16 �p)rovat 1 05/12/11 kJ a ge 5 of 7 Table 5: Attachment Resistance Expressed as a Moment .1ril (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile The Application Mi,oii,ium AU ,e:hment Resista .,:Q Malibu Tile Adhesivez 26.1' 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - M (ft -Ibi) for Single Patty Adhesive Set Systems Tile Tile Application Mi:li,:1um A «chment Resist:i ce 86.61 45.5' Profile Malibu Tile Polyfoam PolyProTM Polyfoam PolyProTM 4 Large paddy placement of 54grams of PolyProTM. 4 Medium paddy placement of 24grams of Poly Pro TM. Table 7: Attachment Resistance Expressed as a Moment - (ft -Ibf) Tile Profile for Mortar Set Systems Malibu Tile Tile Application Mortar Set' ,1t:achrtic :1:-siste.n :c 20.60 5. LABELING : All tiles shall bear the imprint or identifiable marking of the rnanufactu ec s -amc ;,go (See Detail 1!Aow ), or following statement: "Miami -Dade County Product Co; trot Apprr FLORIDA MALIBU CONCRETE ROOF TILE LABEL, SUMTERVILLE. PL..N (LOCATED ON UNDERSIDE OF TILE) NOA No.: 1 1- 0321.01 lE xp:rution 1,2te: 10 /05/16 .hy,roval L'.te: 05/12/11 ige6of7 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of he follow;:,; 6.1.1 this Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Apr .icAble bui ! g code in order to properly evaluate the installation of this system. PROFILE DRAWING MALIBU CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA f :11- 0321.01 Al,iration ' : 10/05/16 .pprovai t 05/12/11 'age 7of7 BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) M ► 'F DADE COUNTY P. :ODUCT <'t ►'ROL SECTION 11805 Street, Room 208 Mi., :,i : I orida 33175-2474 T ('86) 315 -25 F (786) 315 -2599 www.n, „t ade.gov /buildius/ Polyfoam Products, Inc. 11715 Bordeaux Road Tomball, TX 77375 SCOPE: This NOA is being issued under the applicable rules and regulations governing the usi The documentation submitted has been reviewed by Miami -Dade County Product Col the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade Section (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade Co► have this product or material tested for quality assurance purposes. If this product or : in the accepted manner, the manufacturer will incur the expense of such test . immediately revoke, modify, or suspend the use of such product or material within ti reserves the right to revoke this acceptance, if it is determined by Miami -Dade ( Section that this prod uct or material fails to meet the requirements of the applicable bi This product is approved as described herein, and has been designed to comply with ti including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyset® One Roof Tile Adhesive of cons: . on materials. trot Sect rid accepted by teas wh- e ; ilowed by the .:ounty P ct Control nty) resc ie right to raterial :. o perform «g and '1HJ may air juris n. BORA ounty :t Control . ilding e Florida :!ding Code LABELING: Each unit shall bear a permanent label with the manufacturer's name o, logo, c' following statement: "Miami -Dade County Product Control Approved ", unless othery se note RENEWAL of this NOA shall be considered after a renewal application has been fill d and change in the applicable building code negatively affecting the performance of this prc duct. TERMINATION 01 this NOA will occur after the expiration date or if there has beet a rev materials, use, and /or manufacture of the product or process. Misuse of this NOA as a. enders product, for sales, a:!vertising or any other purposes shall automatically terminate this '4GA . with any section of ;! ris NOA shall be cause for termination and removal of NOA. ADVERTISE,. ::; :'t': The NOA number preceded by tae words Miami -Dade Cow ..y, .17:: the expiration date u.ay be displayed in advertising literature. if any portion of the NL)A is be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manu.actur:•: and shall be availa ' for inspection at the job site at the roquest of the Building Offici d. This renews NOA 09- 0622.04 and consists of pages 1 through 5. The submitted d; :.entation was reviewed by Alex Tigera. to and n. Is been no change in the of any :o comply d followed by 'd, then it shall istributors J- 1112.05 : 01/03/16 : 01 /06/11 ge1of5 ROOFING I J1SEM13LY APPROVAL: Category: Sub Catego I) - Materials: Roofing 07320 Roof tile adhesive Polyurethane SCOPE: This approves I 'olyset® One as described below in this Notice of Acceptance, de igne:' ply with the Florida Bt: _ling Code. For the locations where the pressure requirements, as . .etern applicable building code, do not exceed the design pressure values; as obtained b; calct, in compliance w!!!1 RAS 127, using Polyset® One, and where the attachment calcu.ations ,e done as an moment ba: , d system. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Product Des .:riphi, Factory premixed canisters Single component polyurethai a lb!! adhesive. Polyset® On, MANUFA,L: G LOCATION: 1. Norton. 011. PHYSICAL _ ®OPERTIES: Density Compressive S Tensile Stren& Water Absorpti, Moisture Vapor ransrnission Dimensional Stti ,ility Closed Cell Co. •n± ngth EVIDENCE J1; EMITTED: Tom: _ +li"Ls_y Southwest Re. institute PRI Constructi.. ,.Materials Technologies, MIAMI.DAD: ut Y "Pest ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2842 ASTM E 96 ASTM D 2126 ASTM D 2856 1.95 lbsfft 3 7.8 psi 15 PSI Parallel to rise 4.6 Lbs./Ft2 1.94 Perm / Inch +0.89% Volume Change (, 700 r' 54.1 % Test Identifier Test Name/Repol t 01 -1208 -025 ASTM E 108 FOP - 009 -02 -10 Physical Properties FOP - 009 -02 -0 I TAS -101 FOP- 009 -02 -02 TAS -101 FOP- 009 -02 -03 TAS -101 FOP- 009 -02 -04 TAS -101 FOP - 009 -02 -05 TAS -101 Apl;:• .ks Ite 1 6/98 14/10 3/10 1/10 3/10 3/10 3/10 0- 1112.05 01/03/16 01/06/11 `age 2 of 5 LIMITATIC: :3: 1. 2. 3. 4. Fire classit1cntion is not part of this acceptance. Polyset® r, "n • can be used with flat, low, medium and high tile profiles. Minimum 1u : crlayment shall be in compliance with the Roofing Applicatio,, Stara S 120. Roof Ti lc m,. ufactures acquiring acceptance for the use of Polyset® One r.: of i i i a , with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as root i •rein. INSTALLA T : . . 1. Polysew )ue may be used with any roof tile t.ssembly having a current NCA tlu:t , tient resistanc nlues with the use of Polysct® One 2. Polyset® .The shall be applied in compliance with the Component Application sectic the corresponding Placement Details notes herein. The roof tile assembly's adhesive att; ,at with the use of .'r,'*,•set® One shall provide sufficient attachment resistance, expressed as :ent based systc•rr. to meet or exceed the moment re,istancedetermined in compliance i fing Applic aHi `andards RAS 127. The adhesive attachment data is noted in tie ro' ,•t ably NOA 3. PolysetJ: Otte roof tile adhesive and its compc ;lents shall be installed in acc ard:; : :c oofing Applic: Standard RAS 120, and Femo Pro.ucts, Inc. Polyset® One Op: ratinrg on and Maiuten. e. .3ooklet - 4. lnstallati „, mist be bya Factory •i'rainad'Qual;fled Applicator' approved a1.J lice.: , olyfoam Product 5. Pressur: ,, <;tcc wood filler blocl shall be redn.red on all eave course of all .ilc * rc °.`: L pt on two pk :el tile. 6. Tiles must be adhered in freshly applied adhesi ie. Tile must; be set within 4 ninr�tes lyset® One ha' ! dispensed. 7. Poly placement shall be in accordance with the 'Placement Details her eneric Poly:, tile pro .1'e ;e, wires the specific placement note) herein. 'able 1: Adhesive P1I LLemen: For Each Generic Tile PA) :; Tile ','ypical _' lacement Weight p_tr ,. Profile D. tail ruins) l . at v & High Profile 1 1 • otile 2 -Piece LABELIN C : : All Polyset® )ntainers shall comply v.,ith the : tandard Conditions listed he, ci,: MIAMI•DAr Lam._. C 1- 1112.05 xr,tr : 01/03/16 01/06/11 tge3of5