Loading...
RF-12-600Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 172023 Permit Number: RF -4 -12 -600 Scheduled Inspection Date: May 21, 2012 Inspector: Bruhn, Norman Owner: MILLER, EDDIE Job Address: 2 NE 108 Street Miami Shores, FL 33161 -7036 Project: <NONE> Contractor: CITY ROOFING AND CONSTRUCTION INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number (305)807 -4045 Parcel Number 1121360110080 Building Department Comments RE -ROOF TILE PecaeE�) /Lj��_ _ G1GV �`fL Failed Inspector Comments 61c Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 18, 2012 For Inspections please call: (305)762 -4949 Page 15 of 38 A -1 Engineering Inspection Services, Inc 7066 SW 44th Street Mlami, FI 33155 Tel: 786- 326 -9877 Fax: 305 - 485 -9011 alroofinspection@gmail.com LAB CERTIFICATION # 10- 0512 -01 SITE SPECIFIC INFORMATION UPLIFT TEST - TAS #106 Roofing Contractor C7TYROOFING Job Address 2 NE 108 ST MIAMI SHORES Owner's Name EDDIEMILLER Type of Tile HANSOM REGAL Permit # Date Installed Approximate Roof Height 12 feet Roof Pitch 3/12 Type of access to Roof Approximate Square Footage of Roof 22 ft 2 - I t cto OK Required Testing Force 35/bs Date Tested __5/16/2012 iy Number of Tests 60 Testing Equipment: F.G.E. 100 Contact Name ■ARIO Phone #1305) 218 - 7901 LOCATION # OF TEST PASS # OF TEST FAIL Corner 9 Tests n Pass Q. Tests ❑ Fail Perimeter 12 , Tests © Pass T� ❑ Fait Field Z8 Tests 5 Pass _. _ x Tests ❑ Fail Ridge F 11 _ Tests © Pass U Tests ❑ Fail Total. 60 Tests `' Pass __0_ ❑ Fail IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL 1 tS 1. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT IS NOT GUARANTEED IN CASE OF NATURAL DISASTERS. Cordial REMBERTO CONTRERAS P.E P.E # 21522 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, Fl 33155 Tel: 786 -326 -9877 Fax: 385- 485 -9011 alroofinspection@gmail.com LAB CERTIFICATION # 10- 0512 -01 SITE SPECIFIC INFORMATION UPLIFT TEST - TAS #106 Raging Contractor CITY ROOFING Permit # Job Address 2 NE 108 ST MIAMI SHORES Owner's Name EDDIE MILLER Type of Tile HANSON REGAL Date Installed Approximate Roof Height 12 feet Roof Pitch 3/12 Type of access to Roof OK Approximate Square Footage of Roof 22 ft 2 Required Testing Force 351bs Date Tested 5/16/2012 Contact Name MARIO Number of Tests 60 Testing Equipment: F.G.E. 100 Phone # (305) 218 -7901 SKETCH OF ROOF Revised by 7066 SW 44th Street Miami, Fl 33155 Telephone (786) 326 -9877 N Fax (305) 485 -9011 IVitami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit # DATE: INSPECTION AFFIDAVIT VAG(14 licensed as a (n) Contractor / Engineer / Architect, 4144 ta- (Print name and circle License Type) License #: On or about Ca 13 11 '6 3( A01 (Date & time) Secondary water barrier work at FS 468 Building Inspector , I did personally inspect the roof deck nailing and u js 8 sid (Complete Job Site Address) Based upon that examination I have d-termined the installation was done according to the Hurricane Mitigation Retrofit Manual rased on 553. Signature State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this day of Notary Public, Sate of Florida at Large *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection Revised on 5/21/2009 $CCORt) 24t tt)ttt a•d Z :abed WUOO = T a T oa ST .add LL9281,2SO£ :FI0113 2L689SL (S0£) T + :OZ d SS :60 2TOZ /6T /b0 dial a t„ CERTIFICATEI i F LXABILITY INSUitA JCE ,. 1 avi�012 (�toduCep': tie" Momenta Cordprwy 2798 U.S. Highway 1 a N. Holiday. FL 34631 Phone:72743 4M km 727- 937 -2198 - TMs Certifficatee Is ass ratter of le%r matiorr on - and opog the °artifice Hoiden. This C wankel* does loot the coverage off by Rae Pam below. confers woo riybts extend or taker ens Affording Coverage NAM NAM • Iced: South East Personnel Leasing, Inc. 2739 U.S. Higlf way 19 N. Holiday. FL 34691 Pttotte : x727$38- 55622 lnsurerA Mao av 3tp7S Masser B. InvRer C. - Insurer D insurer E: Coverages The micas 2 insurance Wed , auareir to amt ourio3I/sle led N - raroea by tree P�cres Qetraribatl rrereitr as any r� teaa►a �euttban ; y , act tte tens. ermArsioro. sea csnde, • of - poi des �eac eoruees aver �Gre4ee trends st eread may llama been team haveTeen issued to the Mewed = ea,oad ^7eY , u.e ursrr: re " Type of Insurance - et Policy c :HeCtive (MM/00WY1 Poky Expiration Date to Vm e r utril5 p r- t 111111 ttERAL LIABIUTY Commercial Genteel Liability CIttirnsMade. 0 Occur - EeorOccurr: ce flmmape tar :.:eepr- ;:..s(EA acpnssnce} hoed to) ■ e, •- al aggregate imt apples per: ■ Pobty !aimed Q try Personal Pr oOUO . f. .. Op .. UTOMOBILE ■ ■ ■ • . LIABILITY Any Auto A 9 0 , . 0 d ARoS Getter5+aed Autos . •tred Ate& NOn- OvunedAuk's i ' . coma Sun , t tEAAcoutenri Bu 4y Injury C,Per PerSfSRt 6oddy blurt (PerRCCrGN', .. (Pas Amason: GARAGE ■ ■ UABIIJTY r1"ri`AJt° ..... Other Autos Ordv Employers' Arty propeletorlysadrwahexecutios exd eled7 tt Yes, describe EXCESS#UMBRELLALIABILITY ■ s CO Occur 0 augers Rdade Deduebble Pdteraan abftfty and olricerdraxtrbe r trader special provisions below. WC 71949 01101!2012 pachixtvrr III 01/0112013 I OTH- ER E.L. Each t £ }-. s, .- _ , .. Eptp MOM E.L. Ctia .::: - p Lis ftODOM Omer 2 299 City Rooting awl Coosttudion Inc. OVERAC3EAPPLIES ONLY TO THOSE i EMPLOYEES LEASED, NO T s SUBCONTRACTORS. Oesusptrore of operationattocatlottsiv .:., COVERAGE APPLIES ONLY IN THE STATE OE FLORM.. Me CRY ROO ING NC Lion Insurance Comp Entrorssrnent/specfat Provisions: TO THOSE EMPLOYEES LEASED TO OUT is A.M. Best Company rat4d MDT SUBCONTRACTORS + «, ttn. : _ end Conteuction eat. • A- (Excellent). AM : # 12616 CERTiFICAfE HOCOER catiCELLMOti- MIAMI SHORES VILLAGE BUILDING DEPT. 10050 N.E.2ND AVENUE MIAMI SHORES, FLORIDA 33138 shardd any or Cho errawa bed poioies be canceoed bolos 1ts0 • xp-.r .. • date tt ureaf, the +wino insurer roil i n teeaor to , 130 days 'triton notice to the cimamate der >. ,ad to ew tOC. rut t aw.to to du' So tell impose no obtaetibd or lawny of any sand upon flea Neuter. is - , s or rcepreseourivves $CCORt) 24t tt)ttt a•d Z :abed WUOO = T a T oa ST .add LL9281,2SO£ :FI0113 2L689SL (S0£) T + :OZ d SS :60 2TOZ /6T /b0 1 1 Protect Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 2 NE 108 Street Miami Shores, FL 33161 -7036 1121360110080 Block: Lot: EDDIE MILLER Owner Information Address Phone Cell EDDIE MILLER 2 NE 108 Street MIAMI SHORES FL 33161 -7036 (305)807 -4045 Contractor(s) Phone CITY ROOFING AND CONSTRUCTION Cell Phone Type of Work: Re Roof Additional Info: Classification: Residential Scanning: 3 AST s. E E oi Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee,- New Roof Scanning, fee Technolcy Fee Total: =: $337.20 Amount $7.20 $4.50 $4.50 $2.40 $300.00 $9.00 $9.60 Pay Date Pay Type Invoice # RF -4-12 -43849 04/19/2012 Check #: 1364 04/05/2012 Check #: 1353 Amt Paid Amt Due $ 287.20 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof Review Renailing Affidavit Cap Sheet A cant Co pig;! Copy Foil; Inspections, Cali (305) 762 -4949 or Log on at https : / /bldg.miamishoresvillage.com /cap /. Requests must be received by 3 pm for following day inspections. NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER additional restrictions applicable to this property that may be found in GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT the pubtia records of this county. DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. April 18,'2012 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 /4 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PE ' ► 1 AP ' LICATION FBC Fermi i e: BUILDING OWNER: Name (Fee Simple Titleholder): RECEIVED APR 052012 Permit No. )`2 S ,C r Master Permit No. '1°°° Address: IA 0' t City:`4"^^ SLo State: - Phone #: Zip: 11-1 Tenant/L,essee Name: Phone #: 30C `6 ® - �( Email: Ca wy.2s ►� �s ,JS • cv JOB ADDRESS: 02 NE (o ,i7Ree 1 City: Miami Shores County: Miami Dade Zip: 33/6 1 Folio/Parcel #: Is the Building Historically Designated: Yes NO +'` Flood Zone: CONTRACTOR: Company Name: C ;41.1 S-2176 Phone#: 6- 2-154{ Address: ?_Z-4-00 s , L 12 Crt- City: LA (biro ■ State: el, Zip: S 3 11 a Qualifier Name: OA p -c l Phone#: 3G ( 7-"(6-2-'/5`1 State Certification o/r�� Registration #: C C C 1321 13 i3 I Certificate of Competency #: Contact Phone #: 6,0 a-4.1- a 434`'l Email Address: e-ct"/ vt t'► G- 6.4(s _ ,-.- DESIGNER: Architect/Engineer: Phone#: -7_,F LS- SJ 4‘P Value of Work for this Permit: $ �� OC Square/Linear Footage of Work: /021 Type of Work: °Addition °Alteration °New i pair/Replace Description of Work: Po®f -1-1-(e 41, 4 (r °Demolition ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $v0. �� Permit Fee $ ( 0 acj CCF $ CO/CC $ PO Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. �I4 The foreg ing instrument was acknowledged before me this '"t day of 11/, by (C., tAL who is onally kno e or who has produced As identi . ation and who did take an oath. NOTARY PUBLIC: � aniel .% - EXPI' S MAR.30, 2013 WWW.AAKuNNt1TiRxccm Sign: Print: My Commission Expires: Sign C The foregoing instrument was acknowl day of who is per , by this me or who has produced as identification and who did take an oath. NOTARY PUBLI • Sign: .its! Print: 10%. • ' •` F.XPIR �. MAR. $0,2013 ` 4Nw►4�,AARONNOTAR wa My Commissionpires: **+x+x ********* *** * *** x**+ x** *+ x**+ x******** *+ x**** ******* **x:w************** ** x+ x+ x**+ x+ x*********+x*******+x********** APPROVED BY Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk ROOF AS Sketch Include parapet ,EMBLIES ANI: Master Perm�t 4P R ®1j0 a S r( � fNCDE Illy {�? �' • Fo m/0 ROOFTOP STRUCTURES RECEIVE �V`. APR 4 b 2012 Florida Build ing C� ode -Edit rr ' High - Velocity Hurricane Zone Uniform Permit Appli S ntinn A (General Information No. Process No Contractor's Name C: pa; Job Address • ® • New R ow Slope Rof Roof Plan: Illustrate dimensions of s. V1/4..e_ Wet .s; - Low Slope • Mechanically Fastened Tile Asphaltic ❑ Metal Panel /Shingles Shingles • Prescriptive BUR -RAS 150 ROOF TYPE of Reroofing ❑ Recovering ❑ ROOF SYSTEM INFORMATION Area (SF) Steep Sloped Roof Area (SF) nlCI ei2s- Sention R (Roof Plan) all levels and sections, roof drains, scuppers, ove sections and levels, clearly identify dimensions of elevat`` I "a Mortar /Adhesive Set Tile • Wood Shingles /Shakes o-y '' epair ❑ Maintenance i Total (SF) 1,/2-1- 'w scuppers and overflow dra d pressure zones and locatio t I2 ( 116..A111 I kh, 1111111111■■11111111 ION It ► -� --- /11■11111111111111 in -1 • I! .2.s- ,, IA BUILDING C+3DE — BUILDING FLORI ins. n of r ROOF ASSEMBLIES AN ROOFTOP STRUCTURES Florida Building Code Edition 20 7 High Velocity Hurricane Zone Uniform Permit Applicatl ' n Form. Roof System Manufacturer:sbh is i Notice of Acceptance Number: 10 ,. 0-10 (9, Dfo Minimum Design Wind Pressures, If Applicable (Fro Calculations_)• : -4 t P2: -1� P3: 1 RAS 127 or < <6. P-- Maximum Design Pressure`. (From the Product Ap roval Specific System): t Roof Slope: 3 : 12 Deck Type: 1 4v 53 Type Underlayment: 1044 44 isitii (; tb22r9 Ridge Venti tion? Insulation: \ Fire Barrier: Fastener Type & Spacing: Adhesive Type: 1'' ?At its 4 ¶'i :` -F 1 Type Cap Sheet: Ictao ?SZob 14T Mean Roof Height: Nit FLORIDA BUILDING Roof Covering: Type & Si Drip Edge: DE — BUILDING 3, 1 Sttu,t- For Mc equals R Florida Building Code Editio High - Velocity Hurricane Zone Uniform Permit Ap lent based tile systems, choose either Method 1 or 2. Compare the values for Mr with the the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RA (PI (4(• x �„_ lI = I4{ 4)) ) - Mg:1,N = Mrt C.6/ fo xA. .311 7,V1:1C)- Mg :$'u'�-I,,{ (p3.^i(b.Z x?`.31k _1Jh• %`( )- Mg:1'31 = Mr327'5 Method 2 "Simplified Tile Calculations Per Table B Product Approval M F ASSEMBLIES AND ROOFTOP STRUCTURES 2007 cation Form. es from M. If the Mf values are greater than or 27" oduct Approval Mf 31' - �� dl,/} ) uct Approval M f� r' rl ��"" oduct Approval Mf ' V ow" Kequneo LV.omenl u. nw.�uu.w �,.., , . ...................... Mr required Moment Resistanc Description Mean Roof Height Roof Slope 15, 20' 25' RAS 127 Table 1 or by an engineering an • . 30' 40' H 2:12 34.4 36.5 38.2 Job Site 39.7 42.2 Z 3 32.2 34.4 36.0 Product Approval 37.4 39.8 Mf :12 4 30.4 32.2 33.8 Calculated 35.1 37.3 F :12 5:12 28.4 30.1 31.6 Calculated 32.8 34.9 W 6 26.4 28.0 29.4 Product Approval 30.5 32.4 :12 7:12 24.4 25.9 27.1 28.2 30.0 *Mus be used in conjunction with a list of moment based tile systems endorsed by the Brow For lift based tile systems use Method 3. Compared the values for F' with the values for Fr. If for h area of the roof, then the tile attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RA (P1: (P2: x = xw:= ) -W: x cos 0 =Fri x - xw• =) -W: x cos0 =Fa _ • d County Board of Rules and Appeals. F' values are greater than or equal to the Fr values, 127" Product Approval F' Product Approval F' Product Approval F' . _ ...,. - . - ... .. --- - .., 3' A . i Where to Obtain Information Description Symbol Wh' "re to find Design Pressure P 1 or P2 or P3 RAS 127 Table 1 or by an engineering an • . sis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier Z Product Approval 2estoring Moment due to Gravity M Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance MII Calculated it Minimum Attachment Resistance F Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L= length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. FLORIDA BUILDING CODE - BUILDING SECTION R4402.13 HIGH ELOCITY HURRICANE ZONES — REQUIRED OWNS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13 1 Scope. As it pertains to the section, it is the responsibility of with the required roofing permit, and to explain to the owner the content R4402 go, em the minimum requirements and standards of the industry f Additiona y, the following items should be addressed as part of the agre contracto The owner's initial in the designated space indicates that the i 1. / Aesthetics- Workmanship: the workmanship provisio provi ing that the roof system meets the wind resistance and water e Aest 1 etics (appearance) are not a consideration with respect to wo such s color or architectural appearance, that are not part of a zoni the reement between the owner and the contractor. / 2. 1' Renailing wood decks: When replacing roofing, the rena red in accordance with the current provisions of Section R4403 to ,re oving the existing roof system). 3. Common roofs: Common roofs are those which have unit (i.e., townhouses, condominiums, etc.) In buildings with comm own r should notify the occupants of adjacent units of roofing to be 4. Exposed Ceiling: Exposed, open beam ceilings are w be v -wed from below. The owner may wish to maintain the archite pen:tration of the underside of the decking may not be acceptable. app arance. 5. Ponding water: The current roof system and /or deck cau - water to pond (accumulate) in low -lying areas of the roof. Po dist ss and may require the review of a professional structural eng exp ctancy and performance of the new roofing system. Pounding origi al roofing system is removed. Pounding conditions should be 6. Overflow scuppers (wall outlets): It is required that r ove oaded from a buildup of water. Perimeter /edge wall or other ro ove ow scuppers (wall outlets) are not provided. It may be necess rdance with the requirements of Sections R4402, R4403 and 7. ' Ventilation: Most roof structures should have some a inte or of the structure assembly (the building itself). The existing red ced. It may . neficial to consider additional venting which roo Owner/ gent's Sign; ure Date Revised n 7/9/2009 LD fing contractor to provide the owner e section. The provisions of Section roofing system installations. ent between the owner ant the has been explained. f Section R4402 are for the purpose of truction performance standards. anship provisions. Aesthetic issues code, should be addressed as part of ling wood roof deck may have to be he roof deck is usually concealed prior visible delineation between neighboring roofs, the roofing contractor and /or rformed. e the underside of the roof decking can al appearance; therefore, roofing nail s provides the option of maintaining the e building may not drain well and may ing can be an indication of structural er. Pounding may shorten the life ditions may not be evident until the ected. water flows off so that the roof is not extension may block this discharge if to install overflow scuppers in 13. to vent natural airflow through the unt of attic ventil r ate• ' shall not be result in ee service life of the MIAMI COUNTY 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 Building Code. DESCRIPTION: 30# ASTM Specification Felt, EasyLay, Fast90, PS200H , PS200MU, MS300, SS400, NR500HT 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.eov /aera 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 PS200 ' 3' x 66'8" rolls Test Specification ASTM D 226 Type 11 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 roofmg 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 roofmg 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 roofing 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 NR5001IT 3' x 66'8" rolls MANUFACTURING LOCATION: 1. Greencastle, PA 2. Belton, TX EVIDENCE SUBMITTED: Test At encv Atlantic & Carribean Roof Consulting, LLC PRI Asphalt Technologies Trinity 1 ERD IRT -Arcon 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 roofmg 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 roofmg 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 IT TAS 110, ASTM D249 & D 6380 TAS 110, ASTM D249 & D 6380 TAS 110, ASTM D226 Type 11 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 GENERAL LIMITATIONS — 30# ASTM SPECIFICATION FELT: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofmg Materials Directory for fire ratings of this product. 2. This acceptance is for prepared roofmg 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 roofmg practices and guidelines as outlined by the National Roofmg 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 Roofmg 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 roofmg system Product Control Notice of Acceptance for listed approval of EasyLay with specific prepared roofmg 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 11 felt. INSTALLATION REQUIREMENTS - EASYLAY: 1. EasyLay shall be installed in strict compliance with applicable Building Codes. 2. Observe and comply with roofmg 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 roofmg 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 roofmg 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 Roofmg Materials Directory for fire ratings of this product. 2. This acceptance is for prepared roofmg 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, PS200Mi', 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. NR500HT 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. MIAMI•DADE COUNTY APPROVED 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 roofmg practices and guidelines as outlined by the National Roofmg 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. PS200m' 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. APPROVED, 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 wrinldes 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 1/8t" 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`'''i', 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, PS200mu, 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, PS200m', MS300, SS400, NR500HT 3. When using Fast90 and PS200HT in tile roofmg 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 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Hanson Roof Tile 1340 SW 34th Ave Deerfield Beach, FL 33442 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 of the Florida Building Code. DESCRIPTION: Hanson Regal/Spanish "S" II Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA No. 09- 0928.02 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. k.• i wl li,l ■� APPROVED' NOA No.: 10- 0706.06 Expiration Date: 12/16/12 Approval Date: 09/15/10 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofing Tiles Concrete 1. SCOPE This approves a roofing system using Hanson Regal/Spanish `S' II Concrete Roof Tile, as manufactured by Hanson Roof Tile in Deerfield Beach, Florida and as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable building code do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Hanson Regal / Spanish "S" II Tile Trim Pieces 2.1 EVIDENCE SUBMITTED Dimensions Length: 17 %" Width: 13 ''' /" %a" thick Length: varies Width: varies Test Agency Test Identifier Redland Technologies 7161-03 Appendix III 7161 -03 Appendix III 7161 -03 Appendix II Letter of Aug. 1, 1994 P09647 -01 P0402 The Center for Applied Engineering, Inc. 94-083 94-084 25- 7094 -9 25- 7094 -6 25- 7183 -4 25- 7183 -3 25- 7214 -3 Test Product Specifications Description High profile cones a roof tile for TAS 112 direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof TAS 112 pieces for use at hips, rakes, ridges and valley terminations, Test Name/Report PA 102 PA 102(A) PA 108 (Nail -On) PA 108 (Nail -On) PA 108(Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails PA 101 (Adhesive Set) PA 101 (Mortar Set) PA 102 (4" Headlap, Nails, Direct Deck, New Construction) PA 102 (4" Headlap, Nails, Battens) PA 102 (2 Quik -Drive Screws, Direct Deck) PA 102 (2 Quik -Drive Screws, Battens) PA 102 (1 Quik -Drive Screw, Direct Deck) Date Dec. 1991 Dec. 1991 Dec. 1991 Aug. 1994 Aug. 1994 Sept. 1993 April 1994 May 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 NOA No.: 10- 0706.06 Expiration Date: 12/16/12 Approval Date: 09/15/10 Page 2 of 6 Test Asencv All State Engineering & Testing Consultants, Inc. Walker Engineering IBA Consultants, Inc. 3. LIMITATIONS Test Identifier 25- 7214 -7 Project No. 307025 Test #MDC -76 YQ -135 Calculations 2381 -252 Test Name/Report Date PA 102 (1 Quik -Drive Screw, March, 1995 Battens) PA 100 Oct. 1994 PA 112 Aerodynamic Multiplier TAS 112 Dec. 1998 March 1999 09/20/07 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 be required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 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. 4. INSTALLATION 4.1 Hanson Regal/Spanish 'S' If Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Hanson RegalSpanish 'S' 11 10.4 1.4375 1.1 Table 2: Aerodynamic Multipliers - X (ft3) Tile Profile X, (ft3) Batten Application 0.287 X (ft) Direct Deck Application 0.311 Hanson Regal/Spanish 'S' 11 NOA No.: 10- 0706.06 Explration Date: 12/16/12 Approval Date: 09/15/10 Page 3 of 6 Table 3: Restoring Moments due to Gravity - M. (ft -Ibf) Tile Profile 3 ": 12" 4": 12" 5 ": 12" 6 ": 12" 7 ":12" greater Batten s or Direct Deck. Hanson Regal/Spanis h 'S' 11 Batten s Direct Deck Battens Direct Deck Battens Direct Deck Batten s Direct Deck 7.77 8.34 7.65 8.20 7.49 8.03 7.30 7.83 7.10 7.61 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) For Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19132" plywood) Battens Hanson Regal /Spanish 'S' II 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 .#8 Screw 20.7 20.7 18.1 2 .#8 Screws 43.2 43.2 29.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 2 -10d Ring Shank Nails' 1 33.1 1 48.1 1 45.2 1 Installation with a 4" tile headlap and fasteners are located a min. of 2W from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Regal /Spanish 'S' 11 Adhesive 29.33 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. NOA No.: 10-0706.06 Expiration Date: 12/16/12 Approval Date: 09/15/10 Page 4 of 6 Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) For Single Pat y Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Regal/Spanish `S' II Polyfoam PolyProTM 66.54 Polyfoam PolyProTM 38.r 4 Large paddy placement of 63grams of PolyProT"". 5 Medium paddy placement of 24grams of PolyProTM. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) For Mortar Set Systems Tile Profile Tile Application Attachment Resistance Hanson RegaVSpanish `S' II Mortar Set 24.5 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". HANSON HANSON REGAL/SPANISH "S" 11 ROOF TILE IDENTIFICATION MARK (LOCATED UNDERNEATH TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 10- 0706.06 Expiration Date: 12/16/12 Approval Date: 09/15/10 Page 5 of 6 FASTENER HOLES PROFILE DRAWINGS HANSON REGAL/SPANISH'S' H CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 10-0706.06 Expiration Date: 12/16/12 Approval Date: 09/15/10 Page 6 of 6