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RF-06-2879Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP-33633 Permit Number: RF -11 -06-2879 Inspection Date: 04/17/2007 Inspector: Grande, Claudio Owner: YAO, KRISTINE Job Address: 895 98 Street NE Miami Shores Village, FL Project: <NONE> Block: Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060142530 Lot: Phone: 305 - 757 -2612 Building Department Comments Monday, April 16, 2007 Page 1 of 2 APP 1 8 no p..„1 Passed l Inspector Comments ` 5"? Avt:416:_9 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, April 16, 2007 Page 1 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel: (305) 795.2204 Fax: (305) 756.8972 mozcomil art NOV 3 0 200 II BUILDING PERMIT APPLICATION FBC 2004 i)lorcia.c6L, Permit No. CP3( T�q1 Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) ` . ;,' 1421f Phone # Owner's Address 1 q Alf • , � ' City ,(, State Tenant/Lessee Name Zip ✓ 3/3g Phone # Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # F95 ot County Miami -Dade Zip Is Building Historically Designated YES Contractor's Company Name Contractor's Address 7 NO City i yF ,t SiLew State Zip 33/38 Qualifier Name j 2), Phone # ' 75?-2/0/ 2 State Certificate or Registration No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: Describe Work: (]Addition oh.rub Certificate of Competency No. ❑Alteration Phone # Square / Linear Footage Of Work: 2j 3 S- [New Er Repair/Replace ❑ Demolition Submittal Fee $ Permit Fee $� . • CCF $ 5"<0 CO /CC Notary $ --- Training/Education Fee $ J' 90 Technology Fee $ 6 • 1g Scanning $ 1 DO Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ ' GI g See Reverse side --> 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature er or Genf The foregoing instrument was acknowledged before me this day of ,t0W ,20 ,by -65va YQc who is persona -known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: My Commission Expires: SANDRA Do HART Signature The fore day of 42in d47-94 Contractor instrument was acknowledged before me this �b ,O lP , 20 f4 , by ai to 1 �h�/11d2 who is penally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: (4-&&i � G NOTARY P1.13IIC•SE TE of FLORIDA ,$ Comm SA_� DPA Da liA aT CO.dl'IISSIO. °v = b�40�i�0� E3P.IRES; APRIL 02, 2005' M Commission E ire ton: ssioti DD402003 Bonded Thru Atlantic Bonding Co., Inc., y �C EXPIRES, ?+ + 2009 APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED 0 s : SITE AT TIME OF FIRST INSPECTION PERMIT NO. k 1 /�� L STATE OF FLORIDA: COUNTY OF MIAMI -DADE: r r Z vLao /q -„zs31 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. 111111111111111111111111111111111111111111111 CIF 2007R0191471 OR Bk 25390 Ps 1258; (ips;< RECORDED 02/23/2007 10:28:47 HARVEY RUVIth CLERK OF COURT MIAMI -DACE COUNTyr FLORIDA LAST PAGE 1. Legal description of property and street/address: etc- 0 E. US sr iv( t diwt S»otes PC. 2. Description of improvement: nAt4.-K ‘JaPPeaut,4.-rD 'Re `41Le 74915(2- 3. Owner(s) name and address: tiksoti r31S PE 41 e ST (?ecM fit/ l. '.. SG,014 --s 3.60 Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: ' V 7. Persons within the state of Florida designated bfr Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, i\„ Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differe date is specified)„ Sig wner 1 Prin'wner's Name �.1 W5� 4-0 Sworn to and subscribed before me this day of Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 10/04 NOTARY PLtL •512.'T7 01- kIOTA SANDR -\ D. irr.' &T COMMISSION = Dfl40 SOS EXPIRES; Ai -ta 02, Bonded Tluu Auannc Bonding Co., iii . H+. Prepared b , 2007. HERE -ERT',f;7 ak�Mac>i/ecl O1,l, ;p iil at rr1;'s; : • 07 c 1911' r - -_ „--. �4RbEy n�ir;;u:d��nc� • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • ••• SECTION 1524 ••• • • •• • • • gCgEWgj iilt NOV 3 0 200fi i BY:_ HIGH VELOCITY HURRICANE ZONES REQUIRED OWNt 2S P OT1FICATkAl F!O i 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 the %e:ti3n.'fhe; NoSisions of Chapter 15 of the Florida Building Code, Building govern the minimum requiremente4anntatdtleofne industry for roofing system installations. Additionally, the following items should be addrq sbci:al rtarfottt;e tgresnatnt between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) ---- ' are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) 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 addr ssed 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.. (Th 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 ni s (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 , w d from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail pent trations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. s 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 h t' - Florida Building Code, Plumbing. _7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of th 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. tractor s Signature Property Address Permit Number Rev:112012005,Computer Services, Building Department ROOF ASSEIvILjEs AND ROOFTOp STRUCTURES • ° °°• ° • • °= *0 *° • • • ~° °° • o °° • °°°°� • • • • � °� • • • � • • °°° • • • ° • °°° Florida Building Code Edition.2004 High-Velocity Hurricane Zone Uniform Permit �pp cauc:`pcm. ° • • °° • Master Porm�No`__ • ° = o °° • o °°° o °°° • • o ° o ° o ° • • • • = _ —_ _— _ _-- --__ p,00�sa°' 'i • • • • Contractor's Name ��-_ • • • °°° • • �•• °°° ---------_____z�-z��^.*�"�~ �wu�*=x��'�� Job Address_ srAger noopcArsuoDl �� ,� Low Slope [] Mechanically Fastened Tile Mortar/Adhesjve Set Tile 0 Asphaltic [] Kxota|Ponel/Shiog|eo 0 Wood Shingles/Shakes 0 Prescriptive BUR-RAS 150 ROOF TYPE 0 New Roof mReroofing 0 Recovering ROOF SYSTEM INFORMATION 0 Repair O Maintenance Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) c,� � ��m� c�� Total ~/ =-��� �� � ���^ Section 13 (Roof Plan) Sketch Roof PIan: Jllustrate all Ieves and sectlons, roof drains, mcu s, overflow scuppers and overflow drains parapets. 15.32 ••••■ AMOIM ~ _ � —~ FLORIDA BUILDING CODE — BUILDING • RQDFiA$SEMBLIES AND•RflOFTOP STRUCTURES •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• Florida Building Code Edjtiog 2004•• • •_• • High - Velocity Hurricane Zone Uniform Permit Ap•p�lication Form. • • • • Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA ") System Manufacturer: Product Approval No.: t 3�64/.ok-* Design Wind Pressures, From RAS 128 or Calculations: Pmax1: •Y Pmax2: ea Pmax3: /.1 Max. Design Pressure, from the specific Product Approval system: Deck: Type: Gauge/Thickness: Slope: Anchor /Base Sheet & No. of Ply(s ) -is agra.15 An or /Base Sh et F steno / din Material: Insulation Base Layer: Y f±tk1 ,a / Base Insulation Size and Thickness: /Sy ¥ c Base Insulation F� �� ndyng Material: Top Insulation Layer: �/ P �.'J 14" Top Insulation Size and Thickness: 'JO- Top Insulation Fastener /Bonding Material: Base Sheet(s) & No of PIy(s): • • • • • • • • • • am-fact-17g: •: • 4/Cs+4 -4 fJ(% • • • ••• Fastener $pacing foxAnpbior /,(ose $beet Attachment: • •••jf ••• • • Field: _j .oc Cap., #.Dow's a` 6 I " oc .. • • . .. •• Perimeter: 4 " oc © Lap, # Rows 3 @ co " oc Corner: G " oc © Lap, # Rows @ ," oc Number of Fastenetis ®er Insulation Board: Field eter Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit FT. IJ a' /7a y� 7 aav4 ida4. 1a efriye jr& Atop RrMAi) Base. Sheet Fastener /Bonding Material: 1-004e jik( Ply Sheet(s) & No. of PIy(s): n? .r7 CY, PGA Ply Sheet Fastener / Bonding Ma ria�:L l Top Ply l , Lo(70 FR- Top PIy Farmer /B d n tort I 1r- FLORIDA BUILDING CODE — BUILDING Parapet Height —= FT 2),6 H,4vicee 40'/2 sew % /ya7‘ If ter. j,o.G, -4'5' I4, e / z A4 y4:X �.v .!"Z.. -K.4 4-7,9 Wx/64 09‘ 824 ye, /5. , r7 14 f y -. 00G - 4.74 C; " Atie/�' /203 xseg ?. Mean Roof Height 15.33 ROOF ASSEIVIBLIES AND ROOFTOP STRUCTURES • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 110 0 • • • • • • • • • • • • 011 • • • • • • • Florida Building Code Edition 2094 • •• High-Velocity Hurricane Zone Uniform Permit Apnicattc:n • Rarm .• • • • • • • • • • • • • • A . • • • • Section 0 (Steep Sloped Roofo stern) • • • • • • • • Roof System Man facturer: A • •• • • • •• ••• •• ■EI s‘. , I, — : - • • • • • •• _ • ••----.--•—•—•—•—•••_.. Notice of Acceptance Numbe.r.: 02--D-ai .0.45 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): 01 : G .1(1 P2: 0/4/1/ P3: PO Maximum Design Pressure (From the Product Approval Specific System): Steep Sloped Roof System Description Roof lope: 121 Insulation: l Type Underlayment: Ridge Ver)t'ation? A/ Fire Barrier: ik:€44.0,444- 4-4, )4'Aice \ \ Fastener Type & Spacing: \ \ Adhesive Type: [ Ile ttA705/4141--r - ' \ Type Cap Sheet: zisrm A ,2, Mean Roof Height: Roof Covering: Type & Size'Drip \ Edge: S Aiiiv4241 Pod 2 f4k• 15.34 FLORIDA BUILDING CODE — BUILDING ROOS ASSEMBLIES ANDROOFTOP STRUCTURES •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• Florida Building Code Edition 4004 • High - Velocity Hurricane Zone Uniform Permii1pplit'�ytios Form.. • ' ' • • • • • • • • • • • • • • Section E (Tile Calculatl9on4). '•' For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mi. if the Mi values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable„ • • • 46. • • • • • • �f (�GMethod 1 "Moment Based Tile Calculations Per RAJ 1270 • • • • • • (Pi: %it��� / x X - � f J � ` _ � ' � ) - Mg: 43° = M r ' tf •�t�/ • teodutt Aippro ►1 Nl� � • • •' [+EY•!_ x X ' + &O M; -... Product Approval vt �^_J - . (P3: Q. x •191_ KMg: Y�Oa. =M d //Y Product Approval Mf Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below _ Product Approval Mt Mr required Moment Resistance* Mean Roof Height -," Roof Slope 1 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 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 at d Appeals. For Uplift based tile systems use Method 3. Compared tie values for F' with the values for Fr. Rare F' values are greater than of equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" xw:= )- W:x cos 0 - =1'rI__- Product Approval F' Product Approval F' _ _ (P1: __- x L (Pa: x L xL (P3: X w: = ) - W: x cos 0 _ x VV: = ) - W: x cos 8 = Ft., - = F = r3 Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table I or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height 11 Job Site Roof Slope 8 Job Site Aerodynamic Multiplier d Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance Ma Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval = ,s All calculations must be submit ed to the building official at the tune of permit application. FLORIDA BUILDING CODE - BUILDING 15.35 M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 135 NW 20th Street Boca Raton, FL 33431 • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • ••• 11ZIIhct- DADF•CQU TY FLORIDA • • • • • METRO -DADE FLAGLER BUILDING 1•30 WEST. FLAGLER•STRW, SUITE 1603 • • • • • : d1IitNVZ11LpRIDA 33130 -1563 ,(15:3:5-241 ; PA; (305) 375-2908 ••• • • • • •• • • • •• ••• •• • • • • • • • •• • • • • • ••• •• SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Villa, Roll, and Capri Concrete 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. TERiMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 7. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Material: Low Profile Roofing Tiles Concrete • • ••• • •• •• • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • ••• •• • • • • • • • • • • • • • • ••• ••• • • • • • •• •• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • •• ••• •• • • • • • 1. SCOPE • • • • •This renews a system using Monier Lifetile Villa, Roll • Roll, Capri Concrete Roof Tile, as manufactured Monier Lifetile LLC 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 Monier Lifetile LLC Villa & Roll Monier Lifeitile LLC Capri Tile Trim Pieces Dimensions 1= 16%" w = 13" ''/2" thick L= 17" W= 12'/$„ %a" thick 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test A4encv Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engi s ering, Inc. yt��V Test Specifications PA 112 PA 112 PA 112 Test Identifier 7161 -03 Appendix 1I1 7161 -03 Appendix I1 P0402 94 -060B 94 -084 Product Description Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Low profile, interlocking, high pressure extruded concrete roof tile equipped with one 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. Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Wind Tunnel Testing PA 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 101 (Mortar Set) Date Dec. 1991 Dec. 1991 Sept. 1993 March, 1994 May 1994 NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 2 of 7 Test Agency 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. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier P0631 -01 Letter Dated Aug. 1, 1994 224 -47099 25- 7094 -1 25- 7094 -7 25- 7094 -4 Project No. 307025 Test #MDC -7617:, 25- 7183 -1 25- 7183 -2 25- 7214 -2 25- 7214 -6 528454 -2 -1 520109 -2 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Walker Engineering, Inc. Evaluation Calculations Walker Engineering, Inc. • ••• • • • .•• •• •• • • • Of •• • • • • • • • • • • • • • Test N. • • ••• • • • arrie /i• eirt:: : •:. Date Wind Tunnel T� sting• J� ly 1994 • PA'=08�Svloitar,S•etj • • • •• Win: Tunnel Tesiing : : : ArSg. 1994 • • PA 108•(Nail -05n) • Physical Properties •FA'1l.2 • ... • Static 12p1Zft T st:nr• "PA•ld2 • • (4." Headlap, Nails, Direct Deck, New Construction)❑ Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroot) Wind Driven Rain PA 100 Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7183 25-7094 ••• . • • • Sept. 1994 •• •;Oct. 1994 ••• •• 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Aerodynamic Multipliers Evaluation Calculations Two Patty Adhesive Set System Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 March 1999 March 1995 February 1996 April 1996 December 1996 April 1999 April 1999 NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 3 of 7 3. LIMITATIONS • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • . . • • • •• • • • • • • • • • • • • • • • ••• • • • • ••• • • ••• • • •• •• •• • • • • • • 3.1 Fire classification is not part of this acceptance. •, ,•, 3.2 For mortar or adhesive set tile applications, a staticiielL,ipliff,esf'Silall bi•per�ormed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade Coirity.C; rtified Labior toryto perform quarterly test in accordance with TAS 112, appendix `N. S441 =e$kid6 Sh.j1 be,submitted to • the Building Code Compliance Office for review. •• ap „• 3.4 Minimum underlayment shall be in compliance with the plicable 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 Monier Lifetile Villa, Roll, and Capri 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) Monier Lifetile Villa and Roll Tile Monier Lifetile Capri Tile 9.1 1.33 9.51 1.42 1.08 1.03 Table 2: Aerodynamic Multipliers - ? ft3) Tile X (ft') Profile Batten Application Direct Deck Application 0.289 Monier Lifetile Villa, Roll and Capri Tile 0.267 (ft3) Tile Profile Monier Lifetile Villa, Roll, and Capri Tile Table 3: Restoring Moments due to Gravity - M9 (ft -Ibf) 6 ":12" 3 ":12" 4 ":12" 5 ":12" Battens Direct Deck Battens Direct Deck 5.57 6.30 5.48 6.18 Battens Direct Deck 5.37 6.05 Battens Direct Deck 5.24 5.90 7 ":12" or greater Battens Direct Deck 5.09 5.73 NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 4 of 7 • • ... • • • 000 .. .. • • • .. .. • • • • • • • • • • • • • ••• • • 0 • • • .. • • • Table 4: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) for Nail -On Systems • • ,,, • „ Tile Profile Fastener Type Direct Deck �• (min 15/32" ,;, plywood) •birect•[Seck • • • • ••• • •••• ,(:rpin. V /3'z'' •,• plywood) .. • • • .. ... • Battens •,• .. Monier Lifetile Villa, Roll, and Capri Tile 2 -10d Ring Shank Nails 27.8 '. :.:3 ?.4 : : :. '. 28.8 1 -10d Smooth or Screw Shank Nail 8.8 • • :114 .". . •• • • • • • ••• . 4.1 •• 2 -10d Smooth or Screw Shank Nails 16.4 , 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth. or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 43.0 67.5 50.9 1 Installation with a 4" tile headlap and fasterners are located a min. of 2Y2" from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mr (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Villa, Roll, and Capri Tile Adhesive 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 5A: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Villa, Roll, and Capri Tile Polyfoam PalyProTM 86.614 Polyfoam PolyProTM 45.5 4 Large paddy placement of 54grams of PolyProTM'. 5 Medium •add .lacement of 24.rams of Pol Prom'. NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 5 of 7 • • ••• •• •• • • • • • • • • • • • • • 4100 • • • ••• • • •• •• • • • • • • • ••• • • • • • • • • • • • • ••• Table 5B: Attachment Resistance Expressed as a for Mortar Set Systems Moment - Mr (ft -lbf) ••• • 1.1 1" Tile Tile : • ' 1.:Attdcl�n9ettt. • • • • • • • Profile Application ••• • ••• • Resistn• ce Monier Lifetile Villa, Roll, and Mortar Set' 20.60 Capri Tile •• • • • • •• ••• •• • • • • • • • • • • Of • • • • • 000 •• 5. LABELING All tiles shall bear the imprint or identifiable -- marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 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. PROFILE DRAWINGS MONIER LIFETILE VILLA CONCRETE ROOF TILE NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 6of7 • • • ••• • • • ••- •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • •• • •• • • • • • • • • • • • • • • • • ••• • • • •• • • • • • • • • • • • • • • •• • • • •• ••• •• ••• • • • • •• • • • • •• • • • • • • • • • ••• •• MONIER LIFETILE ROLL CONCRETE ROOF TILE MONIER LIFETILE CAPRI CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page7of7 MI ®DARE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE' (NOAI Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 • • •• •• • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • ••• •• •• • • • • • • • • • • • • • ••• • • ••• • • •• •• •• • • • • • • • • • • • •• • • Mtl /M4..1 • DE COUNTY, FLORIDA ••• ••• ••• •••VIETR4#DttQL• FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 ••• • • ••• •••(ilb)3 s5090I FAX (305) 375 -2908 • ••• • • • • •• • • • • • • • •• • • • • • ••• •• SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami D, de County and other areas where allowed by the Authority Having Jurisdiction (AID). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ nay immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 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 NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by Jorge L. Accbo. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: SCOPE: Roofing Roof tile adhesive Polyurethane • • •• '•• • • • i • • • • • • • • • ••• ••• • • • • • • • ••• • • •• •• • • • • • • • ••• • • • • • • • • • • • • ••• • ••• •• • • • • • • • • • ••• • • • • • •• • • • • • • • • • • • • •• • • • •• ••• • • • This approves Polyproe AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using PoIypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: • • • • • • • •• • • • Product Dimensions Polypro ®AH160 N/A Foatnpro® RTF1000 N/A ProPack® 30 & 100 N/A Test Specifications TAS 101 Product Description Two comppnent polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro A11160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs. /ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs. /Ft2 3.1 Perm l Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 2 of 7 • • 0•• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • '• ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • •• • EVIDENCE SUBMITTED: " •• ••• • • ' ' •• • • • • • • • • • • • • • • • • • • • • Test Agency Test identifier `Celt • Name /Report Date Center for Applied Engineering #94 -060 TAS '101 04/08/94 257818 -1PA ••+T4S:10.1'. :•. ;•' .12/16/96 25- 7438 -3 SyS'1 1'9 :.' 10/25/95 25 7438 -4 • • • • • • • • • • • • • 25- 7438 -7 �SSTD 11 -93 ••• •11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB- 589 -631 ASTM 1? 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM ;E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services TAS ] 01 10/23/98 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 TAS 01 12/28/98 TAS 1101 03/02/99 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepares[ Roof Tile Assembly for fire rating. 2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of PolyproC) AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. IF W 2 F'= MS NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 • • ••• • • • ••• •• • • • • • • • • •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • • ••• INSTALLATION: • . •. • • •• • •• •• • • • • • • • • 1. Polypro® AH160 may be used with any roof tile assembly huv i :$ • cursen I' O thartilist�iplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile aissern 1ts e:rvp dtt!cll Mnt with the use of Polypro® AH160 shall provide sufficient attachment•r,es t$nc e, $xPiesst♦a as aia.uplift based system, to meet or exceed the uplift resistance determino�1'In'eolni nc� 4'itL•Mialill -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 tto 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polyproo AH160 shall be applied with Foampro RTF1000 or ProPapk® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy i Weight Min. ' (grams) Two Paddy Weight per paddy Mitt. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 • • •;.. • • • ••• •. •• • • • • • •• • • • • • • • • • • • • • • • • •.• • • • • • A. • • • • • • • • •.• • • • • • ••• ADHESIVE PLACEMENT.)EThIL r :.•. SINGLE PATTY; ' •'; ; Nall through piastic cement Underlayment Paddy (Beneath Tile) 10 in. Eave Cowse Eave Closure Fascia Eave course only Keep adhesive approx. 41n. up from weephoies Nail through plastic cement Underlayment Paddy (Beneath Bel ••• ••• • • • .• • • •••• •••• • • Nall through plastic cement •• Underlayment Paddy (ieleath Tile) • • • • •• 10In Eave Course Eave course only: Keep adhesive approx. 41n, up from weephoies Fascia Weephole Eave closure Drip edge 1) Place enough adhesive to achieve 11 to 23 Optional2x4's for square Inches in contact with the pan tile steep pitch applications 2) Turn covers upside down. Place adhesive 112 in. To 1 in. From outside edge of cover tile. Then install the tile. Underlayment 1 2 in Nail through plastic cement Eave Course Eave course only: Keep adhesive appro1.41a up from weephoies Fascia Eave Closure Remo top portion of the nave course cover file. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Eave closure (mortar shown) Weaphole Fascia Bo Sheathing Optional Point-up Mortar on longitudinal edges of file NOA No.: 06- 0201.02 Expiration Date: 05/10/1I Approval Date: 04/13/06 Page 5 of 7 • • ... • • • ... .. .. • • • .. .. • • • • • • • • • • • • • • ... • • • • • • • • • • • • • ... • • • • ... ADHESIVE PLACEMENT J ETAIL 2'•; .'. .'. •• • SINGLE PATTY • • ... ... . . . • . Nail through plastic cement Paddy (Beneath Tile) Fascia Nail through plastic cement .. • • • 00 •00 .. • • • • • Nall through pia-afro cement Underlayment 1 7 in. N6 In. Eave Cause • • • • Paddy (Beneath Tile) jot: Fascia Weephole Eave closure Drip edge Paddy (Beneath Tile) Underlayment 7 in. Eave Closure Eave Course Fascia NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 • • ••• • • • ••• •• •. • • • • • •. • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• ADHESIVE PLACEMVIENr•DETACL 3": • •• • •" • • • • • DOUBLE PATTY . • • • • • • • • • • • • • • ••• ••• • Nall through plastic cement Paddy (between tile) Paddy (under tile) in. tx3iin. Single paddy on under- layment Single paddy under the Single paddy on top of the Eave course 2 in. X 7 in. medium size paddy eave Fascia course only Nail through plastic cement .• • • • •• ••• .• Nail through plastic cergsnt: • . • • . • oingle paddy uwder tile • • • • • • "'Sing% paddy between tile Underlayment Single paddy on under- layment 2 in. x 7 in. medium size paddy eave course only 3 in. x 3 in. 4 in. ■ Single paddy on top of tile Ea re Course Fascia Weephole Eave closure Drip edge Single paddy under tile Sing!: paddy between tile Jt in. x 3 in. Single paddy on underlayment Single paddy on top of tile 21n. x 7 in. medium Ease Course Fasciae paddy eave course only Eave Closure END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7 02 2005 09:41 FR BRADCO SuPPL) SUIL,01.110 COD)i COMPLIANCE OFFICE (TiOCO) PRODUCT COMM., orvisum NOTICE OF ACCEPTANCE (NOA) GAP Material Corporation 1361 Alps Road Wayne, NJ 07470 305 836 2152 TO 3057586484 P.01,01 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 3.. MIAMIDADE COUNTY, FLORIDA • • t•IR240•ADEI tL414 WIDOW • • • • 1:ti) VIPES1•I'L4GtER Vb:E4rtdSUITlt 1663 • • • • 41. • • rtia.Mi IVIRMit 33130450 (3t3) 375-2901 FAX (3Q5) 371-2oua • • • • • • —E3 3s. 3. • • • • • • • • • • • • • 0 • • • • • • SCOPE; This NOA i bing issued under the applicable rules and regulations governing the use of construction inaterials- The documentation submitted has been reviewed by the 1:1(.',C0 and accepted by the Building Code and Product Review Committee to be used in Mini Dude Cony and other areas where allowed by the Authority Piaviug Jurisdiction (A111.1). 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 AH,1 (in areas other than Miami Dade County) reserve the riht to have this product or trattoria! tested for quality assurance purposes.. If this product or material fails to perform in the accepted manner, the manufacturer will incur ths . expense of such testing and the Afir may immediately tevoke, 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 lvtiami-Dade County Product Control Division that this product or material fails to tweet the requirements of the applicable building, code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricarke Zone, of the Florida Building Code. DESCRIPTION: GAF Ruherold® Modified Bitumen Roof System for Wood Decks. LAIIELING:rfath unit shall hear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miarni-Dade County Product Control Approved", unless otherwise noted herelz RENEWAL of this NOA shall be considered after a renewal application has been filed and there bas been n' 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, andior manufacture o1 the product or process, Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes she aotomatically tenoinate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTIS.EMENT; The NOA number preceded by the words Mimi-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. INSIPECTION: .A spy 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 MIA renews NOA #02-0408.10 and consists of pages 1 through 31. The submitted documentation was reviewed by Prank zuioaga, RRC. Nois. No: 0341S0] .02 ExpLriktion Datg; 11/06/08 Approval Date:14/2340 Paige 1 of 32 :w* TOTAL PHE. 1.31 ** APPROVED ASSEMBLIES Membrane Type: Deck Type 1I: Deck Description: System Type A (1): SBS Wood, Insulated 19/32" or greater plywood or wood plank . • • • • • • • • • • , Anchor sheet mechanically fastened, aal4iygrsiof nguox ;adheieii with approved asphalt. .. • • • • • • • • • • • • • • • ; • • •.. • • • ••• •. •• • • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • ••• GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with approve•SnnulLr ring'sliank'nails and tiin'caps at a fastener spacing of 9" o.c. at the 4" 1ap staggere3 roivs91o.r. in the field. (Maximum Design Pressure —52'5 ps, See Qene'al Limitation #7) GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill-Tec (GAFT I'E) #12 or #14 Screwsaud.31Plates,.l2" ®.a in 1.rows. One row is in the 2" side lap. The other rows ate igrial1y pj dad Ipproriately 9" o.c. in the field of the sheet. • • • • • • • • • • • • • • • • •• • • • • • ••• •• (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Anchor sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Tec (GAFTIIE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill-Tec (GAFTE E) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Base Sheet: (Optional) Install one ply of GAFGLAS® #75, GAFGLAS #80 ULTJMATM Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS STRATAVENT® Eliminator Perforated (laid dry), RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID® 20, RUBEROID SBS Heat- We1dTM Smooth or RUBEROID SBS Heat -Weld 25 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq (see General Limitation #4). Ply Sheet: (Optional) One or more plies GAFGLAS PLY 4 ®, GAFGLAS Flex Ply 6 sheet, GAFGLAS #80, RUBEROID MOP Smooth, RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2Q-40 lbs.sq. Membrane: One or more plies of RUBEROID® 20, RUBEROID 30, RUBEROID 30 FR RUBEROID MOP Smooth, Ruberoido Mop 170 FR, Ruberoid® Mop Granule, RUBEROID MOP PLUS, RUBEROID MOP FR, RUBEROID ULTRACLAD®, or RUBEROID Dual FR fully adhered in an approved asphalt at an application rate of 25 lb./sq. ± 15 %. Surfacing: (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lb./sq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 60 lb./sq. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb./sq. + 15 %. 3. GAF Weathercote® MB +(Matrix 715 MB Coating), Applied at 1 to 1.5 gal. /sq. 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5 gal. /sq. Maximum Design Pressure: See Fastening above. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 10 of 32 • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • ••• WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply TM 6 when • Dsed s a me • • ' ' ' • anchor sheet. c1S' f$siQ�asa or • 2. Minimum Va" Dens Deck or' /2 Type X gypsum board is acceptable to be installed directly over the wood deck. • GENERAL LIMTATIONS: • ° • • ° • • • •• • • • • • ••• •• • 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofmg Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE •• • • • •• ••• •• NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 32 of 32 TGFU.R1306 - Roofing Systems Underwriters Laboratories Inc., Page Bottom Guide Information.. GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA Page 1 of 55 • • • • • • .. .... • ...... • ... • ..... • • • • ▪ • • • • • • • • ......1 • .... .. • • • ... • • • • • ... ... • • • • TGFU.R1306 Roofing Systems Questions? • • • • Roofing Systems R1306 " Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G -P Gypsum Dens -Deck® may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to G -P Gypsum Dens -Deck® in hot asphalt. "EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification. "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" insulation} in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polystyrene reference in any of the following Classficatons include "ENERGuard EPS Insulation ". References to glass fiber insulation include "EnergyGuard Fiberglass Lisulation ". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT http: // database. ul. com /cgi- bin/XYV /template /1_JSEXT /1 FR AME /showpage.html ?name =TG... 10/22/04 TGFU.R1306 - Roofing Systems Page 9 of 55 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • •••• • • • • Membrane: — "Ruberoid Torch Granule 1" (modified'bitutnefj. • • • • • • • Surfacing: — Gravel at 400 lbs /sq, loose laid or concrete blocks, at 10 lbs /sq and spaced not more than 1/8 in • • ••• • •• •• • • • • • • • • • • • • • • • • • ••• ••• • • 3. Deck: NC Incline: 3 • • • • • • • • • • • • • • • Insulation (Optional): — Perlite, glass fiber or wood fit r; 3S4to•1ir /F gin.' Base Sheet (Optional): — Type 15 asphalt organic felt or 'pype;Gf.; •; Membrane: — "Ruberoid Torch Granule 1" (modified bitumen)' • ' •'' Surfacing: — Gravel. _ 4. Deck: C -15/32 Incline: 1/4 • •• • • • •• Insulation (Optional): — Perlite, glass fiber or wood fiber, any thickness. Membrane: — "Ruberoid Torch Granule 1" (modified bitumen). Slip Sheet: — 0.004 in. polyethylene (not UL Classified). Surfacing: — 3/4 in. thick concrete with one layer of No. 10 Summerville Quarry tile (or equivalent) grouted in place. 5. Deck: NC Incline: 2 Insulation (Optional): — Perlite, glass fiber or wood fiber, any thickness. Membrane: — "Ruberoid Torch Granule 1" (modified bitumen). Surfacing: — 3/4 to 1 -1/2 in. diam river bottom stone at 1000 lb /sq or concrete pavers weighing not less than 10 lb /sq ft and spaced not more than 1/8 in. 6. Deck: NC Incline: 3 Insulation: — a)Polystyrene, 2 in. max, b)Isocyanurate, any thickness, laid loosely. Membrane: — "EverGuard SR" or "EverGuard FB ", 40 -100 mil (TPA), laid loosely. Surfacing: — River bottom stone (3/4 - 1 -1/2 in. diam) at 1000 lb /sq or concrete roof pavers. 7. Deck: C -15/32 Incline: 1/2 Slip Sheet: — Membrane: Surfacing: — One or more layers Atlas Roofing "FR50 ", mechanically fastened. — "EverGuard TPO2 Plus" , 45 mil. River bottom stone, (3/4 to 1 -1/2 in. diam) at 1000 lbs /sq or concrete roof pavers. 8. Deck: C -15/32 Base Sheet: fastened. Membrane: Surfacing: — Incline: 1/2 — Two or more layers Type G2, "GAFGLAS Basesheet #75", mechanically — "EverGuard TPO2 Plus ", 45 mil. River bottom stone, (3/4 to 1 -1/2 in. diam) at 1000 lbs /sq or concrete roof pavers Class 4 - Fully Adhered http: // database. ul. com /cgi- bin/XYV /template/LISEXT /1 FRAME /showpage.html ?name =TG... 10/22/04 TGFU.R1306 - Roofing Systems Page 11 of 55 IS • ... • 0 .... .. .. 0 0 • 00 SS . • • • • • • • .. • Base Sheet (Optional): — One or more layers Type G 1 !G2 6r3S. • • • • •' • Membrane: — One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) qn "RKberoid iylgp,'lus•FLrantfle ". Surfacing: — Gravel. • • • • • • • • • • • • • • • • •• • • •••• •••• •••• ••• ••• • • • • 7. Deck: C -15/32 Incline: 1/2 .. • • • .. ... .. • Insulation (Optional): — One or more layers perlite, woo. i 6 r;g a S'f l r isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethanetorlipbsil"e, ood'fiber9isocyanurate composite. Base Sheet: — Two or more layers Type G2 or G3. Ply Sheet (Optional): One or more layers Type G 1. Membrane: — One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule ". Surfacing: — Karnak No. 97, 1 -1/2 - 3 gallsq or gravel. 8. Deck: NC Incline: 1/2 Insulation: — One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite / isocyanurate composite, perlite /urethane composite, 1 -1/2 in. min. Base Sheet (Optional): — One or more layers Type G1, G2 or G3. Membrane: — One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule ". Surfacing: — Grundy "AL MB Aluminum Roof Coating" at 1 -2 gallsq. 9. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: — One or more layers Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: — One or more layers Type G1 "GAFGLAS Ply 4 ", hot mopped in place. Membrane: — "Ruberoid Mop 170 FR ". Surfacing — (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 gallsq or "GAF Weather Coat Emulsion" at 3 gal/sq. 10. Deleted. 11. Deleted. 12. Deleted. 13. Deleted. 14. Deleted. 15. Deck: C -15/32 Incline: 1/2 http: // database. ul. com /cgi- bin/XW /template /L.ISEXT /1 FRAME /showpage.html ?name =TG... 10/22/04 '&'GFU.R1306 - Roofing Systems Page 12 of 55 • • ••• • • • ••• •• •• • • • •• •• • ••• • • ••••• • • • • • • • ••• • • • • • Insulation (Optional): — Perlite, fiber glass, isocyanurate, ufettlhe'ot iferlitls /iibtyanurate composite. Base Sheet: — One or more layers Type G2 or G3 bash he4, hot red or. c.Ktnically fastened. • • • • • • • • • • • •• • . . Ply Sheet (Optional): — One or more layers Type GI ∎�iotngoppec • • •••• h in place. ••• ••• Membrane: — "Ruberoid Mop 170 FR ". 16. Deck: C -15/32 Incline: 1/2 •• • • • •• •.. •• •• .•. •. . . . .. • • • • • • • • • • • • ••• • • Insulation (Optional): — Perlite, fiber glass, isocyanurate, urethane or perlite /isocyanurate composite, offset 6 in. from joints. Base Sheet: — One or more layers Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): — One or more layers Type G -1, hot mopped in place. Membrane: — One layer "Ruberoid Torch Smooth" or "Ruberoid Mop Smooth ". Membrane: — One layer "Ruberoid Mop 170 FR ". 17. Deck: NC Incline: 1 Insulation (Optional): — Perlite, fiber glass, wood fiber, isocyanurate, urethane or perlite /isocyanurate composite. Base Sheet: — One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): — One or more layers Type G1, hot mopped in place. Membrane: — One layer "Ruberoid Mop 170 FR" 18. Deck: NC Incline: 1/2 Insulation (Optional): — Perlite, fiber glass, wood fiber, isocyanurate, urethane or perlite /isocyanurate composite. Base Sheet (Optional): — One or more layers Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): — One or more layers Type G -1, hot mopped in place. Membrane: — One layer "Ruberoid Torch Smooth" (smooth), "Ruberoid Mop Smooth ". Membrane: — One layer "Ruberoid Mop 170 FR" (granule). 19. Deck: NC Incline: 1/2 Insulation (Optional): — One or more layers perlite, glass fiber, isocyanurate, urethane or perlite /isocyanurate composite, any thickness. Base Sheet: — One or more plies Type G1 or G2, hot mopped or adhered with Karnak Chemical "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal/sq. Membrane: — One layer "Ruberoid Mop 170 FR ", hot mopped or adhered with Karnak Chemical "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal/sq. 20. Deleted. 21. Deck: C -15/32 Incline: 1/2 http: / /database.ul.com /cgi- bin /XYV /template /LISEXT/1 FRAME /showpage.html ?name =TG... 10/22/04 U.S. SOUTH Engineering & Testing Lab., Inc. Project No 9252 6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 106 Owner's Name: Job Address. Roofing Contrac, Type of Tile: SITE SPECIFIC INFORMATION Date Installed 2.--O Approximate Roof Height: t feet , Pitch: i 7- Type of Access to Roof: Scaffolds � Ladder Other Approximate Square Footage of Roof: 'i OOC ft2 Required Testing Force: 35 lbs. Testing Equipment: Chatillion100 Date Tested: °� °^ TEST RESULTS P = PASS, F = FAIL Test Location Uplift Pull Test(P or F) Test Location Uplift NO Test(P or F) Test Location Uplift Pull Test(P or 9 Test Location Uplift Pull Test(P or F) 1 G -D 26 ° 7 51 76 2 �1 27 52 77 3 28 53 78, 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 58 83 9 34 59 84 10 35 60 85 11 36 61 88 12 37 62 87 13 38 B3 88 14 39 _ 64 88 15 40 65 90 16 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 ' 72 97 23 48 °`� 73 98 24 49 74 99 25 50 75 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS REPORT S - MITTED BY: Lab Certification # 98- 0608.04 State of FL Certificate Authorization # 4100 Sketch of Roof Job 09' �) R in 1 Sheet Nt xiber -of - Contractor . .t„,u p, L j Checked By Scale Immo lirescrimmormakiiirep-Aoss. ,r, .... .... ,z,,,, . al1111101111iiiinalw''M Sri ,.... - '�' I12 Iftilitilat" -4.21' PIMINEIIIIIII IM ? ��-n1S�i� i magammo _Notes: .. -- • o •..• !4I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Lomanco, Inc. 2101 West main Street Jacksonville, AR 72076 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicabl materials. The documentation submitted has Division and accepted by the Board of Rules other areas where allowed by the Authority H This NOA shall not be valid after the expir Control Division (In Miami Dade County) reserve the right to have this product or mate material fails to perform in the accepted man and the AHJ may immediately revoke, modi their jurisdiction. BORA reserves the right County Product Control Division that this applicable building code. rules and regulations governing the use of construction en reviewed by Miami -Dade County Product Control d Appeals (BORA) to be used in Miami Dade County and ving Jurisdiction (AHJ). Lion date stated below. The Miami -Dade County Product d/or the AHJ (in areas other than Miami Dade County) 'al tested for quality assurance purposes. If this product or er, the manufacturer will incur the expense of such testing y, or suspend the use of such product or material within revoke this acceptance, if it is determined by Miami -Dade roduct or material fails to meet the requirements of the This product is approved as described herein, . d has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: BIB -12, BEB -12, BIB -12 R, BEB -12TR Whirlybirds LABELING: Each unit shall bear a permane t label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade Coun Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered : er a renewal application has been filed and there has been no change in the applicable building cod- negatively affecting the performance of this product. TERMINATION of this NOA will occur afte the expiration date or if there has been a revision or change in the materials, use, and/or manufact .e of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertis ng or any other purposes shall automatically terminate this NOA. Failure to comply with any section i f this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number pr eded by the words Miami -Dade County, Florida, and followed by the expiration date may be displa ed 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 sh be provided to the user by the manufacturer or its distributors and shall be available for inspectio at the job site at the request of the Building Official. This NOA renews NOA No. 01- 0614.04 and c.nsists of pages 1 through 6. The submitted documentation was reviewed by orge L. Acebo. c�- NOA No.: 06- 0501.09 Expiration Date: 08/16/07 Approval Date: 09 /07/06 Page 1 of 6 ROOFING SYSTEM APPROVAL Category• Sub -Cate of : Material: Roofing Ventilation Aluminum TRADE NAMES OF PRODUCTS MA Product Dimensions BIB -12 WhirlyBird® 12" wide at base 17- 1/8" high Vanes 0.0175" thick Elbo 0.0305" thick Base 0.025" thick BIB -12TR 12" wide at base 20 -%2' Whirlybird® high Vanes 0.0175" thick Elbo 0.0305" thick Base 0.025" thick BEB -12 12" wide at base 17- WhirlyBird® 1/8" high Vanes 0.0175" thick Elbo 0.0305" thick Base 0.025" thick BEB -12TR 12" wide at base 20 -1/2" Whirlybird® high Vanes 0.0175" thick Elbo 0.0305" thick Base 0.025" thick Turbine Cap 12" dia. TRADE NAMES OF PRODUCTS Test Product Dimensions S ' ecificati Asphalt Roof Cement Asphalt Primer Roofing Nails Minimum #12 x 11/4" Sheet Metal Screws Minimum #10x1 /" ACTURED OR LABELED BY APPLICANT: Test Product Specification Description TAS 100(A) Turbine ventilation system for shingle installation. TAS 100(A) Turbine ventilation system for tile intallation. TAS 100(A) Turbine ventilation system for shingle installation. TAS 100(A) Turbine ventilation system for tile intallation. TAS 100(A) Turbine cap to be installed in the event of a Hurricane Warning, ACTURED BY OTHERS: Product n Description Manufacturer ASTM D 4 86 Asbestos -free, asphalt based roof generic cement. ASTM D -1 Asphalt Primer generic TAS 114 Corrosion resistant annular ring generic shank nails TAS 114 Sheet metal screw generic NOA No.: 06- 0501.09 Expiration Date: 08/16/07 Approval Date: 09/07/06 Page 2 of 6 EVIDENCE SUBMITTED: Test - A'eenc�' Test Ident er Description Date Center for Applied TAS 100(A) 03/95 Engineering Center for Applied MTS -25749 ; B TAS 100(A) 12/95 Engineering APPROVED APPLICATIONS Trade name: BIB -12 WhirlyB rd®, BEB -12 WhirlyBird® System Type A: Mechanical attac . ent of turbine vent over composition shingles. MDC -117 Cutout: At chosen locati centered betwee and sheathing roofing cement. Installation: Net Free Area: Refer to manufactu ers published literature n (see Lomanco's instructions for proper placement) and two roof rafters, cut a 12" diameter hole through shingles ards. Seal around top and sides of hole with approved Determine roof .itch in compliance with Lomanco's instructions and align roof pitch numbe on elbow with indicator line on flashing. Place three short screws through h les that line up with pre - drilled holes in base. Place mounting .ase unit flat on the shingles on its flashing, and coat underside of b. e flashing with roofing cement. In its pitch - adjusted position, carefull slide upper half of flashing up roof beneath shingles previously rolled back until base is centered over cutout. Rolling back the shingles where ne essary, and rechecking pitch setting for vertical alignment, secure the base u 't to the roof deck with a minimum of fourteen ring shank roofing nails, equ : ly spaced, approximately 3/4" from edge of base per detail drawing "Base ". ails shall be of sufficient length to penetrate through roof sheathing a mi ' um of 1/2". Apply roofing cement to underside of shingles overlapping flas g, and press them down onto the flashing. Nail down flashing not cov ed by shingles V2" to 1" from outer edge with equally spaced ring shank oofing nails. Rotate top of elb locking clamp acr with approved sh roofing cement. w to level position by turning counterclockwise. Place ss seam and tighten as shown in Lomanco's instructions t metal screw. Seal all seams and nails with approved Position whirlybir on the base. Line up the pre - drilled holes in the brackets and base and faste with approved long sheet metal screws. After installation, verify that whirlybird turns freely. If necessary, minor adjustment may b made by gently prying lowest point of turbine upward to remove any wobbl: . Note: Apply roofing ce ent to seal all exposed flashing edges and seams. NOA No.: 06- 0501.09 Expiration Date: 08/16/07 Approval Date: 09/07/06 Page 3 of 6 APPROVED APPLICATIONS Trade name: System Type A: Cutout: Installation: BIB -12TR Whi ybird ®, BEB -12TR Whirlybird® Mechanical attachment of turbine vent for tile or slate roofing. At chosen locati centered betwee boards. After application Roofing Applica roofing membr Rotate top of el of base flashing flashing with AS secure the base u roofing nails, eq drawing "Base ". 30" x 30" and cut a 12" diameter hole in the center of the ro roofing material over base and hot mop in place. Seal of cap sheet with approved flashing cement. Place ss seam and tighten as shown in Lomanco's instructions ner. Seal all seams with approved roofing cement. d® on elbow and attach using three sheet metal screws o see that Whirlybird® turns freely. If necessary, minor made by gently prying lowest point of turbine upward to e. 1 n (see Lomanco's instructions for proper placement) and two rafters, cut a 12" diameter hole through sheathing of 30 lb. felt and 901b. roofing material (hot mopped) per on Standards RAS 118,1 19,120, cut 12" diameter hole in es to match previous hole cut in sheathing. w clockwise and level in both directions. Prime both sides ith ASTM D 41 primer, and coat underside of base M D 4586 flashing cement. Center base over hole and 't to the roof deck with a minimum of fourteen ring shank y spaced, approximately 3A" from edge of base per detail ut a piece of 901b. roofing material a minimum width of ofing material. Place the piece o inside center hole locking clamp ac with supplied fast Position Whirlyb' provided. Check adjustment may b remove any wobb Net Free Area: Refer to manufac ers published literature Note: Apply roofing ce II I ent to seal all exposed flashing edges and seams. NOA No.: 06- 0501.09 Expiration Date: 08 /16/07 Approval Date: 09 /07/06 Page 4 of 6 LIMITATIONS: 1. Refer to applicable building codes for required ventilation. 2. BIB -12, BEB -12 Whirlybird© :urbine roof ventilators shingles roofs only. 3. BIB -12, BEB -12, BIB -12TR, BEB -12TR, Whirlybird® installed on roof mean heights greater than 33 feet. 4. In the event of a Hurricane Warning or in the event of a speeds in excess of 70 mph, the BIB -12TR, BEB -12TR replaced with the approved storm cap listed herein. DETAIL DRAWINGS Nail Every 4 " -6" O.C. Approximotely 3/4" From Edge 5 ROT rOM 5.774 5.774 2.679 2.679 20.000 BASE shall be installed over composition turbine roof ventilators shall not be high wind event with expected wind turbine head shall be removed and 20.000 90.187 R0.187 0.500 0.125 THRU (3 EQUAL SPACES) L1.050 NOA No.: 06- 0501.09 Expiration Date: 08/16/07 Approval Date: 09/07/06 Page 5 of 6 DETAIL RAWINGS (CONT'D) B 1 -12, BIB -12TR BEB 12, BEB -12TR END OF TH S ACCEPTANCE NOA No.: 06- 0501.09 Expiration Date: 08/16/07 Approval Date: 09 /07/06 Page 6 of 6