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RF-08-812
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 06/13/2008 Inspector: Grande, Claudio Owner: WATT, JOHN Job Address: 426 102 Street NE Miami Shores, FL 33138 -2453 Project: <NONE> Contractor: TIGER & SON ROOFING Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number 305 - 758 -1959 Parcel Number 1132060170600 Lot: Phone: 305/635 -1700 Building Department Comments Re roof to S clay tile color thru, and flat roof 0 6 70 , Passed Wir Inspector Comments CREATED AS REINSPECTION FOR INSP- 83547. MISSING AFFIDAVIT JR 06/12/08 Oir- Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, June 13, 2008 Page 2 of 2 Reileh Engineering Corp. (Consulting Engineer) P.O. Box 22011 Hialeah, Florida 33002 Tel : 305-823-8008 Fax: 305-823-3300 June 11, 2008 Tiger and Son Roofing 14401 Bass Creek Road Miramar, Florida Project: Dear Sirs; ROOF TILE UPLIFT TEST REPORT Residential Home 426 Northeast 102 Street Miami Shores, Florida Information provided by client: Permit Number: RF5 -08 -812 Date Completion: May 30, 2008 Roofing Contractor: Tiger and Son Roofing Project Number: 08 -1137 (Testing Laboratory Certificate #06- 0501.15) In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification ofthe bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total ofthe tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of the used for this project was reported to be Santa Fe Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area ofthe roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and corner area were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. Based on our test results, we conclude that the installation ofthe roof tile at the above referenced project meets the test requirement outlined in the above- mentioned protocol. Attached please find a copy of our test report for your review. Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation 2 M amad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 426 Northeast 102 Street Miami Shores, Florida Reileh Engineering Corporation — Project Number - 08 -1137 — Page 2 of 6 Report of TILE UPLIFT TEST for Residential Home 426 Northeast 102 Street Miami Shores, Florida Project Number: 08 -1137 Test Number Test Load (lbf) Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass Reileh Engineering Corporation -- Project Number - 08 -1137 — Page 3 of 6 Test Number To Load (ibf) Test Status 24 35 Pass 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass Reileh Engineering Corporation -- Project Number - 08 -1137 — Page 4 of 6 Test Number Test Load (lbf) Test Status 52 35 Pass 53 35 Pass 54 35 Pass 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 35 Pass 70 35 Pass 71 35 Pass 72 35 Pass 73 35 Pass 74 35 Pass 75 35 Pass 76 35 Pass 77 35 Pass 78 35 Pass 79 35 Pass Reileh Engineering Corporation -- Project Number - 08 -1137 — Page 5 of 6 Test Load (lbi) 80 35 Pass 81 35 Pass 82 35 Pass 83 35 Pass 84 35 Pass 85 35 Pass 86 35 Pass Reileh Engineering Corporation -- Project Number - 08 -1137 —Page 6 of 6 56' 95 57 94 55 62 61 1 65 69 65 66 9 10 91 52 60 58 71 70 6 72 8 12 75 76 11 78 79 49 8 82 85 68 80 84 85 86 74 41 46 45 44 45 24 25 92 42 41 40 99 58 27 51 90 29 7 4 9 19 18 25 21 22 20 14 16 15 29' 06-117 APPROX, R00m T 51 LOCATIONS AM7 17I N5ION5 RE: Permit # 5- 0 8' 112 Mame SknolVillafte adifiNAviteseat 10050 NE 2'd Ave Nami Shores, Fl 33138 Phone 305- 795-2204; Fax 305-758-8972 www.miamishoresvillage.com :Jl a V a" 19-eire-Q- DATE: INSPECTION AFFIDAVIT (Print name and circle License Type) License #: (C i 32- 60 -7-' , licensed as a (n) � • ntractc FS 468 Building Inspector On or about (Date & time) secondary water barrier work at BOOB / Engineer / Architect, , I did personally inspect the roof deck nailing and/or 't' /V& / ®Z Si / Share , L (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) State of Florida County of Dade: The undersigned, being the first duly sworn, 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 PUBLIC -STATE OF FLORIDA Maria Fernanda Bolanos•Perez DD41g;:95 Expires: APR. 13, 2009 Atlantic Bonding Co., Inc. *General, Building, Residential, or Roofing Contractors or any individual certified under igia 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 vv Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: 305 7952204 F, ; - rr� 6.8972 R1C 0VE11�/ BUILDING MA 0 2008 PERMIT APPLICATION 06 aster Permit No. FBC 2001 Permit No. RFD Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) t)01" 0 N. . %>, 4- Phone # 3 t 5 1S Owner's Address 9 J\J 102_ -3 '13S ° Y 3 City 8���,�,� +�� mss State Tenant/Lessee Name Zip .�, 3 Li Phone # Job Address (where the viiork is being done) c(241, rye' e /02- 5 T City Miami Sh ' res Villa a County Miami -Dade Is Building Historically o esignated YES NO Contractor's Company Name f c / , tilt ac„ Phone # Contractor's Address J- / 1,; 3 411,1-e,24_,-- T' , City � ° V i �`d ,3 Y Qualifier , 3i�'t;t ! 'i1 Zip .G� p �� State f �. Zip State Certificate or Registration No. / 02-6.7 C Yi d4 Certificate of Competency No. Architect/Engineer's Name (if applicable) $ Value of Work For thi Permit 12e 01/ Type of Work: DAdc ition ElAlteration Phone # Square Footage Of Work: 3 t 0 0 Demolition Submittal Fee $ Notary $ Scanning $ 9. Code Enforcement $ * *** ** ** * **** * * ** * ** * *** * * **F es* * ** * * * *** * * * * * * ** *rr*11* * * *** * * ** Permit Fee $ �' CCF $ la fl CO /CC. Training/Education Fee $ :3 40 Technology Fee $ b.1 Radon $ Zoning Bond $ Total Fee Now Due $ (Continued on opposite s de) Structural Plan Review. $ 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued sence of such posted notice, the ection will not be approved and a reinspection fee will be charged Owner or Agent The foregoing instrument was acknowledged before me this day of 20 , by who is personally known to me or who has produced d s identification and who did take an oath. NOTARY I UBLIC t„1 1 Sign: / l F Print:. I "'IC.$ OF PIUkIDA Feniauda Bolanes -Pcrc1 '6thrniSSIOn # DB 18: 95 My Commission Expires: : `cd ° ` A- 'hest APR. 13, 2009 Monied Thru Atlantic Bonding Co., Inc. *********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Cho 05/13/03 day of 1\1,7-1, ment was acknowledged before me this fi ,20,bY who is personally known to me or who has produced r as identification and who did take an oath. r Print: 1,4 a " Lt `@.71 NOTARY PUB Sign: NOTARY PUBLIC -S` if OF FLORIDA Maria Fernanda Bolanol -Perez Commission #DD41&395 My Commission Expires: `0 iionded Thrntlantic Bondi g Co., Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT 1111111 Hill 11111 11111 11111 11111 11111 1111 11 11 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 11 -3Z(2 - C/ -- cs oO STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. CFN 20s �a3R0366298 OR Sk 26360 Ps 2312; (1pa RECORDED 05/'05/200S 105809 HARVEY RUVIH, CLERK OF COURT I IAMI -LADE COUNTY FLORIDA LAST PAGE 1. Legal description of property and street/address: 4/ 26 ,ie (& 5T ,N 11,Q t ShDi L "3 5 oer 2553 AM° FL OF Mu) r t `{ x/31 S.- 04 lob )o/ ! a.e, 9/ afiv- II° 5' eia-t ti gekrC ec0f.. • 3. Owner(s) name and address: dr /4-. l,�l 31eS / FL_ 3136 2. Description of improvement: 42A0 Ne t0- Interest in property: , / y' fL.- Name and address of fee simple titleholder: 4. Contractor's name and addres • t 4 4/„Ae,„ 5. Surety: (Payment bond required owner from contractor, if a 9 E8YCERTIFYthetthisisafnrecopy ofth8 o filed in this office on ,r:, of Name and address: Amount of bond $ 6. Lender's name and address: WITNESS my hand and HARVEY RUVIN, CL Ry. 7. Persons within the state of Florida designated by Owner upon whom notices or other do provided by Section 713.13(1)(a)7., Florida tatutes, Name and address: Nl - ments may be served as 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 �t �� Statutes. Name and address: 4.V 1 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) igna - of Owner Print Owner's Name 70 ti Wag Sworn to and subscribed before me this / Notary Public Print Notary's Name My commission expires: c710 C'1 day of /'11 ,20O NOTARY pU fiC- 3TATE .OF FLORIDA 123.01 -52 PAGE 4 10/04 A 1 .11 1 . .11 • III Expires: APR. 1.., 2009 Bonded Thru Atlantic Bonding Co., Inc. Prepared by TOW ?& ?,- Address: ti 1 % y l sl Mime Vows *tae Deputagott 10050 NE 2nd Ave * Miami Shores, FI 33138 Phone 305. 7952204; Fax 305.756.8972 yi. OWNERS'S AFFIDAVIT OF EXEMPTIO ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: it ■1 \ik./(44-- Property Address: 1-r2,i, t' E /6 Si- I AleL -dbbd „ id.,4 .� Roofing Permit Number: Date: 5/3/0 S3 *-t 3i $ Dear Building Official: t chi kii certify that I am not required to retrofit the roof to wall connections of my building because: WThe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. 0 The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature State of Florida County of Dade ho Print Name The undersigned, being the first duly sworn, deposes and says that he/she is they the above property mentioned. Sworn to and subscribed before me this , day of r �'!�� t�:� , �� Entib OF FLORIDA ana ' rnanda8olanos -Perez Commission # DD413395 Notary Public, Sate of Florida at Large Expires: APR. 13, 2009 Domicil Ti., Atlantic Bonding Co., Inc. * When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to wall connection Hurricane Mitigation. ROOF ASSEMBUES AND ROOFTOP STRUCTURES ... • • • • ... • • • ... • • .. .. • • • • • • • ••• • • • • • • • • • • • • .. • Florida Building Code .Edition pg4• . •. High- Velocity Hurricane Zone Uniform Permit Applicatjon form. Section A (General information) Process No!, • 0$ riVI .h)6" .. ❑ Asphaltic Shingles ❑ New Roof Low Slope Roof Area (SF) (.0 ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ 'Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION • hesive Set ❑ Wood Shingles/Shakes NO . A: v T Steep Sloped Roof Area (SF) c>. v0 Section B• (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly.identify dimensions of elevated pressure zones and location of parapets. Total (SF) i 15.32 1"_ii'g;;;;- _- STATE AND COUNTY RULES AND REGULATIONS FLORIDA BUILDING CODE -- .BUILDING • .• ••• • • • ••• • •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • •• • • ••• • • • • ••• Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Apppicatu n Form • • • • • i 0 • • • • • • • • • Section C (Low Slope Application) FiII in specific roof assembly components and identify manufacturer (If a component is not used, identiffy as "NA ") System Manufacturer: GA- F Product Approval No.°O3 ".(9S-0( • of Design Wind Pressures, From RAS 128 or Calculations: P maxi :4 C 1 • ea Pmax2: . t,0 Pmax3: Max. Design Pressure, from the specific Product Approval system: SD Deck: Type: Gauge/Thickness: �t 1i' Slope: F'Ci , dZ Anchor /Base Sheet & No. of PIy(s): Anchor /Base Sheet Fastener /Bond Insulation Base Layer: Base Insulation Size a Thickness: Base Insulation F- tener /Bonding Material: g Material: Surfacing: Fastener Spacin%tor:Anchor /Bas a Sh:eeet Attachment: • • • • • • • • / - • ••• • • •• Field: lA " oc © f:.a$, F: oars;;@ /:" oc t •• • • • • • ••• •• Perimeter: " oc @ Lap, # Rows tf @ k40" oc. Corner: "oc @ Lap, #Rows 1 @ YO "oc Number of Fasteners Per Insulation Board:. Field Perimeter Corner illustrate Components No d and Details as . Applicable: Woodblocking; Gutte dge Termination, Stripping, Flashing, Continuous Cleat ' ant Strip, Base Flashing, Counter - Flashing, Cop' »., Etc. Indicate: an Roof Height, Parapet Height, Height of Base Flashin, Component Material, Material Thickness, Fastener Typ -, astener Spacing or Submit he 'C ! D I t7)u t e L�) FT P�y '�fTop [nsulati, n La per: 0���.f� VJl / Z. Top Ins ation Size and Thickness: To Insulation Fastener /Bonding Material: N` ? -� -- �S P qtr Q Base Sheet(s) & No. of Ply(s):4 iS 1h L7QSt Base Sheet Fastener /Bondin Material: n n 'L4 iS PIy Sheet(s) & No. of Ply(s): T' lam/ - 2. ( ) Ply Sheet Fastener Bonding Material: Top Ply: p._____i ''# Top PIy Fastener/ • onding Mat rial: 3„ `/ ' -ea u-e car tf) SG kJ' 1 FT Parapet Height Mean Roof Height NUA.M aDADE - : BUILDING CODE COMPLIANCE OFFICE (BCCO) ' PRQD 1?CONTROL DIVISION ", ' ••• • NOTICE OF ACCEPTANCE (NORM. GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 • • ..t • • • . • • • • • • • • • • • • ... • • • ... ... • • • • • • • • • • ... • • • • • • • • • • • • .. • • ••• • •• • • I.-:Iv> D E own,' I oRmA • • .tiiki Ft. �.t usrg.rJI uNG • 140 WEST FLAMER STREET, SUITE 1603 • Mf MI, FLORID 331 41363. • • • 465) 87 -2tOt : MX :405) S75 -2908 • • • • • • •• • . - . .. • . • • • ••• •• SCOPE: This NOA is being issued under the :applicable rules and.regplations.goyeming the use of construction materials. • Peen. eyiew Eby. the:BCCQ:ai d accepted by the B_uilding;Code and Product :iarru:Dade'`. iun thndolther mak-where :allowed by the Autlio ty laving . This NOA shall not be valid'•aftet the; expiration date- stated •below: •The Miami-Dade. County Product Control • Division (In Miami Dade.County) and/orthe Alt (in areas -other than-Miami Dade County) reserve the right to - have thit 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 AEI 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 determinedby 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 theFlorida Building Code. • DESCRIPTION: GAF Conventional Bnilti-AItiltoof System for Wood Deck. LABELING: Each unit shall bear a ptmanent label with the manufacturer's name or logo, city, state and `following statement• "Miami Dade County Product Control Approved ", unless otherwise noted herein. 'The :dgcuimentpttfl subnutted. pia .ReViev :Cainih tee'.to iie media Jurisdiction ( ■EWAL of this NOS; shall be ebsisidered''affe r a renewal applicatiiit hat been filed and there has been no change in the applicable•b'uiidding.code. negatrveli affecting the theperforma,nce 04E4 product. . TERIINATION of tliis.NOA sitill.occur after the expiration date &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 .sT.OA. 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 nier by the manufacturer or its distributors and shall be available for inspectlon'atthe job.5ite at the request of the Building cial. This NOA renews•NOA402 70408.09 and. consists. of:pages 1 .throughk: =_ - ; ti • • The. submitted documentation :was"rediewed by Frank Zuloaga, RRC' •' ` ' NOA:Npi 83- 0501 :05. — E Ira idti Date• 4(04/0$ '`'; Apprai at ate:10f23703•.r • Page 1ifA1'Z .• Deck Type 11: Deck Description: System Type B: Wobd,-Insulated 1 • ••• • .• • • • • • •• • • • • • • • • • • • • •• • • • • • • • • • • • • •• • • • • • •• •• • • • • • • • • • •••• . • • • • ••• • • • • • ••• 9 . /32' or greater plywood or wood plank ti ' .. ' - Optional base sheet laid dry; base la rer of unulatioii mechanically fastened optionaltop layer adhered with approved=as All General and System Limiitations shall apply. One or more layers of any of the following insulations. Insulation for Base Layer (Table 2) • l.:t: • • -_ :e. . -.•.i. phalt. •..... • _ • - • • • • • • • • •i -' • -• -•• •• 1 • • - • • • • • • •.• .•• • . • • • ••• •• • • Insulation Fasteners (When applicable: Steel plate only =S, platic plate only =P) (Table 3) ' ACFoam -I, GAFTEMP® Isotherm R, BMCA EnergyGuard, EnergyGuard RA Minimum 13" thick - - • 1, 2, 6, 9,-13, 14 & 21S E'NRG'Y 2, GAFTEMP`Isotherm Minimum 1.4" thick E'NRG'Y 2 Plus, GAYI'EMP Composite. N, BMCA Ene Composite Minimum 1.5 thick Fastener Density /le' 1:3 ft2 Perlite, GAPTT;MP® PLRMALITE ® Minimum 3 /s" thick Fiberglas =Minimum i2/1e” thick 21S 1,:2, 6, 9,12,13,14 .& ;;....:;21S i:2:67 ft2 Wood Fiber, GAFTEMP® Fiberboard, GAFTEMP High Density Fiberboard • Minimum 1" thick 1; 2, 6,13,1.4 & 21S 1:4 ft2 - Note: Base layer shall be mechanically attached with fasteners and density described. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increasedd'maintaining the same. fastener density.(See: Roofing Application Standard RAS 117 for fastening details). GAF requires either a ply-of GAFGLAS STRATAVENT® Eliminator perforated laid dry or a layer of.GAF'TEMP® PERMALITE or - wood fiber overlay board on all isocyanurate applications. r.. _ Insulation for Top Layer (Table 2) Insulation Fasteners' (When applicable: Steel plate only platic plate only =P `' • (Table 3) Any of the insulations listed for Base Layer, above. N/A::. s - High Density Wood Fiber, GAFTEMP® High Density Wood Fiberboard, PERMALITE® Recover Board . . Minimum Y2" thick - N/A- N/A Paroc Minimum-3 /a" thick = Note: Optional top layer of insulation shall be adhered With 'approved asphalt within the EVT range and at a rate of 20-40 lbs/100 ft2. Please refer to Roofing = Application Standard-RAS 117 for insulation attachment. Composite insulation boards useg as a top Jayer shall; be installed with the - polyisocyanurate face down. , „,mss sue: NOS No6:.03= 0301.05`': ;Expiration. Pate: 11/04/08 e Approval Date:10 /.23pp/03z - i?"atip 'f 21 Ply Sheet: Cap Sheet: Surfacing: • .. ••• • ..:.. _.:.4. • . -.. •• .. .....: .'.: •• • ' • •... .. ._ •-• •• (Optional) Install one ply of GAFGLAS® #75, GAFCICAS #80.ULTIMA..Bale _ Sheet:. GAFGLAS ®''PL• Y 4®, GAFGLAS ®: P a' 66, GAFGLAS® STRATAVENT® Eliminator Perfbrated(laid- . tlry),• RUBEROID Modified Basi Sheet; RUBEROID Mop Smootlr'or RU BERO1D0.20, directly over:`: the top, layer of insulation. Adhere with any approvedsoppiag lasphalt!ap.phed., within'the EVT range and at rate of 20- 401bs./sq; (s" G rea 1 i tior #4)•, Two or more plies of GAFGLAS® PLY 4 ®, GAFGLAS I1ekP13ilm I31y sbeet,. #80 Ultima; RUBEROID'Map Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. ..(See. - specification number for appropriate number of plies). (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a. rate of 20-40 lbs./sq. See_ apphcatio instructions for. approved method,of instailstaQx�) ;, .equired qt,sap,slaeet.is used) Install one of the following ),: V> b GM' Spacial Roofing Bitumen With an .application rate_of 20 lbs./sq tii an application rate of 1.5.gal./sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered P:Millsion) with an application rate of 3 gal./sq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating : Fibered 301) with:an application.rateof1.5 g4./sq. 2. Asphalt flood coat at an application rate.. of b0 lbs./sq. ± 20%; plusgravel or slag with an application rate of 400lbs.sq. & 300 lbs. /sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602_ SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF Weatbe±Cote-or WeatherCote LOW VOC applied at rate_:- of 1 -1.5 gal/sq Maximum . Design Pressure: -45 psf; (See General ). .imitation #7) h+q • • t . • 1,• r -•••_ c t-'4" .x:. a '`.- �.•r1Fri. , • Jwaw _ as�e • rr rs?• -:. • • ..•.:'• ' • » i _ ` is " ' — = •. •. • }.. •di ..: c• • • • • • • "•••' . • • • .FOOD DECK SYSTEM LI1b1ITATIONS: - .. -.. -- • • 1 'A slip sheet is required with Ply 4 and Flex Ply 6 wiieil'Al cl =ai'•a ffieehanicallyfassaned b c8 or: • anchor sheet. 2. Minimum 1A" Dens Deck or Y2 Type- X-gypsum'board is acceptable to be insta71 ed. duectly •oie �t • wood deck. • . • • • • GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple. layers. The first later shall be attached in compliance with Product Control Approval guidelines.. All other layers :shall •be adhered in a full mopping of approved asphalt applied tivitltin t1ie-E T range dnd`at-a~fat.eAtAp chit q;;.ormechanicaliy= :. y i • :. attached using the fastening patttm of the top layor : ` -� ti. � x '` :':R °a�" K .. '. 3 All standard panel sizes'are `acceptable: for. mechanical" :attacT it eft;.~ W • en applied in approVeti . J. asphalt,. Panel• size shal. lb: e 4,.. in.; fium .. . � s;��•i ; .,'.:B-" "•. .'::a• : Li - : ' : _: 4. An overlay and/or recoveryboar;d -insulation panelis - required -on. all applications7over 'co•':sed: cell7.:•- :::_..• foam insulations • when the•base sheet••-is.fully;tnopped ;If-no. eeoysiy -. bo..ardtis,.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 he 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: ffiaxnum design pressure of -45 psf. 5: Fastener spacing for insulation attachmen•is based on a MinimumCharacteristic•Borce (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 meriabrane 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- Qfficial, a revised fastener ;spacing;.prepared,signnd. and sealed byy.a Florida Registered . Engineer, Architect,. or Registered. Roof Consultant may be su uaitted. aid r v .sed,,Jastener.spacu�g' - shall utilize. the withdrawal' resistance value taken f on i p 1%at odStandards' FAS •105 and calculations in complia4C7.i,wittrdR�_ofing Appliation.Starjda ci7.l •.:i. ;�::s.. ': = �� -:: _ Perimeter and corner,.:areaa.sl : comply w1.th.. :they:en r., arced"' - 1iit rest 3rectirementsy.of these. anti ba °slieetiis : calculated in areas. Fastener densities • sY► slll�- be:�inareased'ixor'bo�,:ii� _ _ compliance with Roofing Application *Standard RAS. 1.1T..:. (When... t�hi§•taon is specifiically referred within this NOA, General Limitation 49 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 applicsb.1e wind load requirements. 9. The maximum designed preasure'limitation listed shall•be applicable to all roofpressure zones (i.e. field, perimeters, and cornera.), Nofther rational analysis fjxtrapo1ation shall be permitted for_ enhanced fastening at enhanced pressure zones:(i.e..pe- tern; 0xte de ;cotaers and cornets). • (When this limitation is :spe • cally referred wdh1 fi �s (�t9 nel i Limitation -#7 will not • be a licable ... . z • 10, All products'listedherein liav a �:.� s e- a all' s�iraitu�ruce:: ~la: AiCltlllll - -F 11.9 �.c�_� 6,.r3:. •• • • • • • ••• •• 'oridaf .,er g • .,.. .. . . ` >a•. `; -.�... :ml...'°^:.._�. .wee... ;:v.__... -e•"- :�' °oY,•°.'�`,t•:,t^. a _ :r'ite7.i Ol'GSr•L','�`ap'zit.'e1.'�'iC• _,r:•��I�j,}•p.. y.}y • .. ..: ... _........ .. i•B_t 'rw.s�. :' .Vy`1yLL'YU{J ti i_1, � raa�a ..:��nry���Y= �Sss_'Mi�"S'�• _.._:... _ _ _•--_ �•_. • 1s�T..= s�Fri?.cP�• `'emu j- +2 _�....•�. r?-`e: a:-•i4, zc5s +:gt 2008 ROOFING MATERIALS AND SYSTEMS DIRECTORY • • • ••• •• •• •• • • • • •• •• • • • • • • • • • • • • • • ••• • • ROOF 0.0ValliNG:MI�IE:11ALS• (TEViT� Roofing Systems (TGFU)- Colttirnled • ••• • •• Ply Sheet: .fh�ee�tG mote late; T7: G1 "C•'\•FL14�S•)ly 4" or "GAF- 190 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)- Continued Deck DuraGuard r" Rootboard" may be used in any existing noncombustible deck Classification. When this is done, the resulting rooting system is acceptable for use over combustible (15/32 -in. minimum) roof decks. How- ever, the butt joints in the gypsum board and G-P Gypsum Corp. "DensDeck 1 Roorboard.". "DensDeck Prim e® Rootboard" or "DensDeck DuraGuard "' Rootboard" are to onset a minimum of 6 -in. with the butt joints in the root deck. It polystyrene is part of the root system, it must be placed below the ..verla yntent hoard. GypsumlCorp. es'Den "DensDeck rd, "r'"Ply sDeck l rime' R otboard" or -L nsDtck uraGuard "' Rootboard" in hot roofing asphalt. EnerevGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification. "GAF Stratavent Eliminator Venting Base Sheet (Nailablc)" may be mechani- cally attached or hot mopped over noncombustible decks and as a recover over exsting root systems. G.AFGL.AS Perlite insulation may be utilized as a cover board over "EVER- GUARD" ARD'" insulation in any of the following systems. Lnless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polysty- rene reference in any of the following Classfications include "ENERGuard EPS Insulation ". References to glass fiber insulation include "EnergyGurd Fiberglass Insu- ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or 6A, ;LAS =al) L'I :FI\MA" ) is a suitable alternate for Type G1 asphalt glass ply sheet t•'GAFGLAS Ply 4" or "GAFGLAS Ply 6 ) in the Class A, B or C root sv ,tens indicated below The roof deck may first be covered with a Type G2 asphalt glass mat base -neet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAh :a:a'e: Eliminator Venting Base Sheet (Nailable)." Perforated to be loose or moped and nailable to be mechanically attached granule side down. A. an option Tye G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base - 1Aheet • -GAFGLAS #8t.1 ULTiMA' or "GAF Stratavent Eliminator Venting Base Spec: (Naiiable)" may be substituted for Gl asphalt glass fiber ph' sheet C: \FGLAS ('lc 4" or "GAFGLAS Plv 6" ) as the nailed base ply in the L,I.owing systems. mopped or mechani i,.,; :�'m pis or base sheet may be solid mopped, spot me F F fastened. hn!iss othertci,e indicated, all insulations may be hot mopped or mechani- .aii•, fastened. AFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite'" is referenced, this includes "GAFTEMP PERMALITE r or any other CL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, h .,r C systems listed. >tructural cement fiber building units are considered suitable to he included as a deck m the following Class A, B or C systems listed over C-15/32 or NC. The use of gypsum hoard under any of the following Class A, B or C systems i,5 gypsum no; adversely effect the rating. The use of 1/2-in. minimum board an acceptable alternate for insulation over C-15/32 decks. "tape use of polystyrene insulation board between minimum ;4 -in. thick ,perlite board and deck with rosin paper ( perlite /rosin paper /polystyrene/ colic! is a suitable alternate for polyisocyanurate board in the following Class 13 or C systems. "t_nergyGuara RA" or "Tapered EnergyGurd RA" or " EnergyGuard Cont- ,'site I\.\ "" may be substituted for any Atlas polyisocyanurate insulation in any of the following Classifications. Trumbull "Derma \lop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt". GAFGLAS =5O Premium Base Sheet may be used in any of the following 'C Ai GLAS Hex Plv 6" is a suitable alternate to ''GAFGLAS Illy 6 ". perlite GAFTF \1P Permalite Recover Board" may be used in lieu dart). l r :c -:aa tion in any of the following NC Classifications. i . •! ss otherwise indicated, any of the "Asphalt Felt Systems with Hot foe i:.��,tin:; .Asphalt" may be surfaced with "Fireshield MB" at 2'k - 3- gal /100-ft2. Class A, B and C Hot rooting asphalt, for use with organic and glass felts or modified bitumen t membranes. .'Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of Ruberoid Nlop" SBS products in any applicable Classification. Class A Deck: C -13, 32 Incline: 3 insulation (Optional): One or more layers perlite, wood fiber, glass tiber, polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite; urethane composite, wood fiber/ polyisocyanurate composite, phenolic, any thickness. GLAS Ply 6:, I�tt Jim :poi. • • • • • • • • • • • • • Surfacing: Clravel.• • • • • • 2. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, polyisociAtr' e,Rtretl• ire ,•{aerlitd /4plyivwanurate composite, erlite / urethant• cirapocat• pet /•400l■IS cyanurate composite, • • phenolic, any thilnvss: i : ••• • T -• AS Ply 4" or "GAF Ply Sheet: TRrge or•mSre *ies ' vpu t i'GAj0 GLAS Ply 6 ". Cap Sheet: One ply Type G3 "GAFGLA c Mineral Surfaced Cap Sheet ". 3. Deck: NC )�„ Insulation (Optional): One or more lavers perlite, wood fiber, g lass fiber, polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite/ urethane composite, wood fiber /polyisocyanurate composite, phenolic, 2-in. maximum. Ply Sheet: Two or more plies Type Gl "GAFGLAS Ply 4" or "GAFGLAS Cap Sheet: One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet Ply 6 ". 22 4. Deck: NC Incline: 1/2 Insulation One or two layers "isotherm R", any thickness, hot stopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. Incline: 1 5. Deck: C- 15/3'- Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet: One ply Type G2 "GAFGLAS a75 Base Sheet" (may be Ply Sheet: One or more plies Type Gl "GAFGLAS Ply 4" or GAFGLAS nailed). Ply 6". Cap Sheet: One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet". 6. Deck: NC Base Sheet: One ply Type G2 "GAFGLAS #75 Base Sheet ". Ply Sheet: One or more plies Type Gl "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: One ply Type G3 "GAFGLAS Nlineral Surfaced Cap Sheet". 7. Deck: C-15/32 Incline: 2 Insulation: One or more layers perlite, glass fiber, poh't ;ocyanurate, urethane, perlite /polyisocyanurate composite, perlite /urethane compos- ite, phenolic, 1.0 in. min (offset from plywood joints 6 -in.). Base Sheet: One or more plies Type GI, G2 or G3. Membrane: One or more plies 'Ruberoid Torch Smooth ", "Ruberoid Torch Granule, "Ruberoid Torch Granule Plus ", "Ruberoid Mop Smooth ", "Ruberoid Mop Granule" or "Ruberoid Mop Plus Granule ". Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Incline: B. Deck: C-15/32 Insulation (Optional): One or more av s p tit ,wood ga s fiber, polyisocyanurate, urethane, i r fiber, perlite/ urethane composite, wood fiber /polyisocyanurate composite, phenolic, any thickness. Base Sheet: Two or more plies Type G2 or Type G3. Ply Sheet (Optional): One or more plies Type GI. Membrane: One or more plies "Ruberoid Torch Smooth ", "Ruberoid Torch Granule ", "Ruberoid Torch Granule Plus ", "Ruberoid Mop Smooth ", "Ruberoid Mop Granule" or "Ruberoid NIop Plus Granule ".'. Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ", hot stopped. Incline: 2 9. Deck: NC fiber olyisocyanurate, wood Insulation (Optional); Perlite, glass , P fiber, mechanically fastened, any thickness. Base Sheet: One or more plies Type G2, "GAFGLASS #75 Base Sheet. Ply Sheet: One or more plies Type GI "GAFGLAS Ply 4" or "GAF- GLAS Ply 6 ". Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ", hat mopped. 3 it gal./ . Surfacing: "Fireshield MB ", 2.5 - • g . sq. 10. Deck: anon (2 Incline: 1 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite /urethane composite, wood fiber/ polyisocyanurate composite; phenolic, any thickness. I LOOK FOR THE UL MARK ON PRODUCT 59n-1- t��'S'Cl�t�' i�ie, • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • ••• Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Applic,atioo•F,prm. • •• • • • • • • • • • • • • Section D (Steep Sloped Roof rater • • • • • • • : ::•: • • • • • • Roof System Manufacturer: Santa ff. 'S' c l47<•i-t I r: �:. •:• • • • • •• • Notice of /"Acceptance Number: •• • • • • • ••• •• Notice Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): 145 Maximum Design Pressure (From the Product Approval Specific System): 0 34 L- 5E ? Steep Slo n \Deck Type: i (n i ,. (r \ Type Underlayment: Roof Slope: 3 : 121 Insulation: n q X30 LB �sTm Fire Barrier: i'1 1C4 Ridge Ventilation.? �• Fastener Type & j Adhesive Type: [ L Mean Roof Height: 15' F Lo 00.c. @ ICps, '1"0C croc() s tsi'r v.( e pc" r:mew f I (_0r ,r n5 Shrr nK 1 'I•-f" i ty5i'tt Type Cap Sheet: I` I3rtc /Li,cU, Roof Covering: Type & Size Drip ,1 Edge: .r 7u ?/is /irk C, 1 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Aaplica n ForrR. •• • • • • • • • • • • • • Section E (Tile Calculatipop •• • i i i•• • i i ••• • • • • • • • • • • • • For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from h4 f. niche Mitalues are f-ea wr tRan or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable La ••• • • e • • • Method 1 "Moment Based Til (P1: 4"5 x DV= i .31) - h4g: 5. (P2:435" 1 x A. = e�a�) _ Mg: e Calculations Per RAS 1t7' • • • = Mrt 1 °SS Prod•ct Oppfov&l 14 s,. • as '4 ...... • • = Mr2 1'raduct �pp�oval�vlf • ••• • • . Product Approval Mr Method 2 "Simplified Tile Calculatiogs Per Table Below" • Required Moment of Resistance (Mr) From Table Below Product Approval Mr . Description . Mr required Moment Resistance* . Mean Roof Height Roof Slope ,J, 15' 20' RAS 127 le 1 or by an engineering analysis prepared by PE based on ASCE 7 30' . 40' 2:12 Roof Slope 8 38.2 39.7. 42.2 3:12 Restoring Moment due vtty 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 • Product Approval 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28,2 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F with the values for Fr. If the F' values are greater than or equal to di values. for each area of the roof, then the tile attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" (Pl: (P2: (P3: x L = x w: = ) - W: x L = xw:___).W: x L = xw: =_) -W: xcosB =Fi1 = Fr2 x cos 8 x cos 8 = Fr3 Product royal F' duct Approval F' Product Approval F' Where to Obtain In motion Description . Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 le 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H 1 Site Roof Slope 8 Job Site Aerodynamic Multiplier h Product Approval Restoring Moment due vtty Mg Product Approval 'Attachm Resistance Mr Product Approval Require omens Resistance Me Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance - Fr . - . Calculated .. _. ... Average Tile Weight W • Product Approval Tile Dimensions L = length W =width 1 Product Approval All calculations must be submitted to the building official at the time of permit application. M1AMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA Santafe Tile Corporation 8825 NW 95th Street Medley, FL 33178 • • •• •• • • • • • • • • • ••• • • • • • • • • • ••• • • • ••• • • • . •• • •• • • • • • • • • • ••• •` • • MIAMI DADE COiJNT Y, FLORIDA MIsFL4G "ER MP-DWG 3.4411Vgr FLAG* $PREE,T, LDT11603 • • DRAW FLORIDA 33P30 -1563 (305) 375 -2901 FAX (305) 375 -2908 •• • • • •• ••• •• • • • • • • •• • • • • • ••• •• • • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Santafe Spanish '8' Clay Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors . and shall be available for inspection at the job site at the request of the Building Official. This revises and renews NOA # 04- 0420.03 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. NOA No.: 05-0921.02 Expiration Date: 02101/11 Approval Date: 02102/06 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category: Sub- Categorv: Material: Deck Type: Roofing 07320 Roofing Tiles Clay Wood • • • • • • • • • • • • • • • • • ... • • • • • • • • • ... • • • • ... • ... • • • • • ... . . . .. • • .... ..... ... • • • • • • • • • • • • .... • .... • • • ... • • .. ... .. • • • • • .. • • • • • ... .. 1. SCOPE This revises a roofing system using Santa Fe " Santafe `S" Clay Roof Tile, as manufactured Santafe Tile Corporation 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 Aunlicxant Dimensions Santaf6 `S' Clay Roof Tile Trim Pieces N/A 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Test Snecifications TAS 112 TAS 112 Product Description One piece high profile clay roof tile equipped with two nail holes. For nail -on, mortar set and adhesive set applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Identifier 94 -156 -8 94 -156 -9 25- 7205 -1 Project 07-07 -00-91 (307023) 7161 -03 Appendix II 7161 -03 Appendix El P 0402 Test Name/Report Date TAS 101 Aug. 1994 TAS 102 TAS 101 March 1995 TAS 100 Sept. 1994 TAS 108 Dec. 1991 (Nail -On) Static Uplift Testing Dec. 1991 TAS 102 & TAS 102(A) Withdrawal Resistance Sept. 1993 Testing of Screw vs smooth shank nails NOA No.: 05- 0921.02 Expiration Date: 02/01/11 Approval Date: 02/02/06 Page 2 of 5 Test Agency Redland Technologies Redland Technologies Celotex Corporation Testing Services IBA Consultants, Inc. PRI Asphalt Technologies, Inc. IBA Consultants, Inc. IBA Consultants, Inc. IBA Consultants, Inc. Test Identifier P 0647 -01 P 0631 -01 520305 -01 thnu 05 2353 -4 SFrC- 003 -02 -01 2353 -70 2353 -71 2353 -93 • • • • .. • • • • • • • • • • • • • • • ... • • • • • • • • • • • • • ... • • • • • • • • • • • • •• • Test Name/Reuort D, atee • ••. •.. . . . . : A X08 :: AU. 1924. • • EMorlor Set) • • PA 1.08. • • • July. 1994 ... • �MO�t9.ett • .. • • • •PA ;02, • • • Awe 1999 Restoring Moment Aug. 1999 TAS 101 12/06/02 TAS 101 TAS 101 ASTM C 1167 09/22/03 09/22/03 07/18/05 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in complianCe with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications Minimum deck requirements shall be in compliance with applicable building code. 4, INSTALLATION 4.1 Santafe 'S' and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -1 (ft) Width -w (ft) Santafe 'S' 6.7 1.5 0.958 NOA No.: 05- 0921.02 Expiration Date: 02/01/11 Approval Date: 02/02/06 Page 3 of 5 9 Table 2: Aerodynamic Multiplyers- ?i(ft3) Tile Profile A (ft3) Batten Application A, (ft3) Direct Deck Santafe 'S' 0.274 0.297 NOA No.: 05- 0921.02 Expiration Date: 02/01/11 Approval Date: 02/02/06 Page 3 of 5 9 • •.. . • •• • • • • • • • • • • • • • • • • • • • • • • ••• • • • •• • .. • • • • • • • • • .• • •• • • • • • ••• •• Table 4: Attachment Resistance Expressed as a Moment - Mr (ft Ibf) for Nail -On Systems Table 3: Restoring Moments due to Gravik.:- (ftrIlif): :• . : : •.: Tile Profile 2 ":12" 3 ":12" 4 ":12" 5":11° • • • • 6":4e1 :•: 7 "!1,0" er' greater Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck • Battens • • Direct Battens Direct pock . Santafe S 5.93 5.90 5.85 5.82 5.73 5.69 5.56 5.530 4.g@ : ;.21. • 483 'NIA • •• • • • • • ••• •• Table 4: Attachment Resistance Expressed as a Moment - Mr (ft Ibf) for Nail -On Systems Tile Profile Fastener T . Direct Deck Battens Santafe 'S' 1. Anr rnvati eormn.e s......,.,.. 2 -10d Ring Shank Nails 21.8 N/A One #8 Screw 29.161 N/A Two #8 Screws 38.281. N/A One #8 Screw w/ Clip 57.311 N/A Two #8 Screws w/ Cli • 10....r.... - __..2- -'- - -- . . 57.601 61.771 Others Table 5: Attachment Resistance Expressed as a Moment: Mr. (ft: Ibf) for Two Patty Adhesive Set. Systems Tile Profile Tile Application • Minimum Attachment Resistance Santafe '8' The Bond sage 28.54 Polyfoam Polypro AH 16011" 2 See manufactures component approval for installation requirements. 3 Ftexibie I�rodu Inc Average 4 Polyfoam Product, Inc. Average weight per pally i 0.4 grams. per patty 9.4 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Santafe 'S' Polyfoam Polypro AH 160Th 63.8b Pol oam Pol • ro AH 160Tm 61.96 5 Paddy placement of 63 grams of Polypro AH 160TH". 6 Paddy placement of 24 grams of Poivpro AH 1601A". 5. LABELING 5.1 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 ". NOA No.: 05- 0921.02 Expiration Date: 02/01/11 Approval Date: 02/02106 Page 4 or 5 Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-113f) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Santafe 'S' Mortar Set 23.6 5. LABELING 5.1 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 ". NOA No.: 05- 0921.02 Expiration Date: 02/01/11 Approval Date: 02/02106 Page 4 or 5 6. BUILDING PERMIT REQUIREMENTS • • ••• • • • ••• •• •• • • • •. •. • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •.. • • • • ••• • •.. • •. • • • • • • • • • • • • • • • • • • • • • • • • • .. • . . . . . . . . 6.1 Application for building permit shall be accompanied by copies •gPthe fbjlbv►+igg: • • • • , • 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official ora pplicab1 ebuildinn code in order to properly evaluate the installation of this syst,m. • • • • • • • • • • • • •• .. • • • ••• • . PROFILE DRAWING "SANTAFE S" CLAY ROOF TILE END OF THIS ACCEPTANCE NOA No.: 05- 0921.02 Expiration Date: 02/01/11 Approval Date: 02/02/06 Page 5 of 5 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) • • ••• • • • ••• •• .• • • • • • • • • • • • • • • • • • • • • • • • ... • • • • • • • • • • • • • • • .•. • • • • ••• MIAMI -DADE COUNTY, FLORIDA • • METRO-DADS FLAGLER BUILDING • • • • . . • . . • $$O;wESJ' PLiG�.,l'}t§TREi'1+i SUMIE 1603 IPAMI CLORTA 13140 -1563 (305) 375 -2901 FAX (305)1375-2908 Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 • M • • I•• .. • • • • • • •• • • • • • ••• •• • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). 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 may 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® A13160 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 Jprge L. Acebo. a NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® A11160 as manufactured by Polyfoam Products, Jut. as 21eeGfibOh ept W 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 Polypro® 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 Test Specifications Polyproo AH160 N/A TAS 101 Foampro® RTF 1000 ProPack® 30 & 100 N/A N/A Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs. /fl.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. 1 NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services LIMITATIONS: 1. Test Identifier #94 -060 257818 -1 PA 25- 7438 -3 25- 7438 -4 25- 7438 -7 25 -7492 NB -589 -631 9637 -92 01 -6743 -011 01- 6739- 062b[1] 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 • • ••• • •• •• • • • • • • • • • • • • ••• • • • • • • • ••• • • • ••• • ••• •• • • • • • • • • • • Test Naz Rjort • • • • ••• •• •• • • • • • • • • • • • • • ••• •• • • • •••• •• ••• • • • ••• .•D..• TAS 101 04/08/94 TAS 101 12/16/96 SSTD 14;93••• • •• 105/9• • • • • SSTD 11 93" • • 1 fit) i tS SSTD 11 -93 12/12/95 ASTM D 1623 02/01/94 ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 TAS 101 TAS 101 04/30/93 11/16/94 01/16/95 03/14/96 10/23/98 12/28/98 TAS 101 03/02/99 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating, 2. Polypro® AH 160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH 160 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. F' F,= 2 MS W 1 NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 3 of 7 • • ..• • • • ••• .• .• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • 0 ••• INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly havini a ctlitgnt•N 4 t!; list 111gt% .•.. •..• •••• • • 2. Polypro'1 AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly s itdbiesiy a attac1p nt r ith the use of Polypro® AH160 shall provide sufficient attachment resiltpncLexOrctsCdp up1 ft based system, to meet or exceed the uplift resistance determined in codnplialicktitle Mitmi -Dade County Roofing Application Standards RAS 127. The adhesive attac1unent data is noteain die 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 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 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. resistance values with the use of Polypro® AH160. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. a ams Two Paddy Weight per paddy Min. a ams) Flat, Low, Hi . ' 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. r NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY •• •• • • • •. • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • •••• • ••• • • • • • • .. • • • • • • • • • • • • . • • • • • • • • • • • • .. ... • • • • • • .. • • • • • • ••• •. • • • Nall through plastic cwt pcellon of the eave cause covertUta. Abut to second caw o of �Wes. Ensure eon co tieseeeadof flush at eave Ens. Eave closure (mortar shown) Optional Pohdrip Mortar on londinal of a We 1 Weephole Faada NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • ... • • • • ••• • ••• • .. • • • • • • • • • • • • • .. • • • • • • • • • • ••• • ••• • • • • •• • • • .. ••• .. • • • • 1 NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04/13/06 Page 6 of 7 • • • • • • • • ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY ••• • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • .• • ••• • • • • ••• • ••• • •• • • • • • • •.• •.•• ••.• • • •. • • •• • • . • • . . • • • • • • • • • • • • • • • • • • • • Nail through plastic came Single paddy between the Single paddy on undedayment In. x3in. 4in' Singlo Paddy on top of the Eave Course Eave Closure 2 In. x 7 In. medium Fascia size paddy eave course only END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 7 of 7 MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• MIAMI -DADE COUNTY, FLORIDA METRQ-Dilla FLAGL.ER B•I:ILDIN 9 • 140 WEST FLAVIIR S'gRCEt, 4111TF;16p3 i • • • FLOzAN30 -I43: (305) 3175 -2901 FAN (305}375.290 • • •• • • • •• ••• •• • • • • • • • • • •• • • • •• • • • • • ••• •• 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; e. l + It ses. If this product or material fails to perform in the accepted manner, the manufacturer will incur r't expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such protect 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: Polystick P, Bas*, IR/IRX, Tit, TU Plns and MU Underlayments LABELING: Each unit shall i ear 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 uf this NOA shah 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 Fly product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06- 0424.03 and consists of pages 1 through 6. The submitted documentation was reviewed by Jorge L. Acebo. NOA No 06 -0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 1 of 6 • •• • • • • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • • • 04141 • •• • • • • • • • • • 0,0 ROOFING COMPONENT APPROVAL • • • • ▪ • • • • • •• • • • • • • • • •• • • • •• • • • • • • • • • • • • • :e: Category: Roofing • • • • Sub - Category: Underlayment Material: SBS , APP Self - Adhering Modified Bitumen PRODUCTS DESCRIPTION: Product •• • • • •• ••• •• • • • • ▪ • • • • • •• • • • • • ••• •• Test Product Dimensions Specification Description Polystick P Roll: ASTM .D 1970 A polyethylene top surface, self- adhering, underlayment 75' x 3' SBS polymer modified bituminous sheet 40 mils thick material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. Polystick Basik Roll: ASTM D 1970 A homogeneous, rubberized asphalt underlayment 65'8" x 3'324" waterproofing membrane, glass fiber 60 mils thick reinforced with polyolefinic film on the upper surface for use an underlayment for metal roofing. Polystick IRIIRX Roll: TAS 103 and A fine granular /sand top surface self - underlayment 65'8" x 3'3-3/8" ASTM D 1970 adhering, APP polymer modified, 80 mils thick fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. Polystick TU Roll: TAS 103 and A heavy granuled surface self adhering, underlayment 32' 10" x 3'3-34" ASTM D 1970 APP polymer modified, fiberglass or 100 mils thick polyester reinforced, bituminous sheet material for use as an - underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. Polystick TU Plus Roll: TAS 103 and A non - wicking fabric surfaced, self - underlayment 65'8" x 3'3-34" ASTM D 1970 adhering, APP polymer modified, (Facer of Membrane 80 mils thick fiberglass reinforced with a high stiength Labeled in Orange polyester fabric, bituminous sheet material or Black Ink) for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof file underlayment. Polystick MU Roll: TAS 103 and A non - wicking fabric surfaced, self - underlayment 65'8" x 3'33/x" ASTM D 1970 adhering, APP polymer modified, 80 mils thick fiberglass reinforced, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. NOA No 06- 0505.01 Expiration Date: 09 /13/11 Approval Date: 11/30/06 Page 2 of 6 EVIDENCE SUBMITTED: Test Aeenev Exterior Research & Design, LLC PRI Asphalt Technologies Test Identifier #11756.04.01 -1 #11756.08.01 -1 #02202.08.05 PRI01111 PUSA - 005 -02 -01 PUSA -018 -02 -01 PUSA - 035 -02 -01 PUSA -033 -02 -01 INSTALLATION PROCEDURES: Deck Type 1: Base Sheet: Fastening: Membrane: Surfacing: • • ••• • •• •• • • • • • • • • • • • • ••• • • • • • • • ••• • • • • ••• •• • • • • • • • • • • • • ••• Test Name/Reuort. • •'1;1att' TAS 103 •,• •,• :04;2i/0:1 • ASTM D 1970 08/14/01 TAS 103 08/29/05 • • • • • • • • • • •• • • •• • • • • • •• • •• • • • •• ••• • • •:0111014 • • •.• rolf3t1112: • • 47/111/013 • • • • • 09/29/06 01/12/06 ASTM D 4977 •. ASTM D 4977 • • ASTM D 2523 TAS 103 ASTM D 1970 •• Wood, non - insulated, new construction One or more plies of ASTM D 226 Type 11 or ASTM D 2626 or Polyprotector UDL or Polyprotector UDL AS. Nails and tin caps 12" grid, 6" o.c. at laps. (for base sheet only) Polystick membranes self - adhered. None 1. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the cave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. . All side laps shall be a minimum of 3 46" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. Polystick TU and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. NOA No 06- 0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 3 of 6 GENERAL LIMITATTIONS: 1. Fire classification is not part of this acceptance. • • ••• • • • • • •• •• • • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • ••• • • • • • • • • ••• • •• • . • • • • • • • • • • • • • • • • • •• • • . •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •. • 2. Polystick P, Basile and IR/IRX may be used in asphaltic shingles, wogcl shakeeiand• hingln, non- structural metal roofing, and quarry slate roof assemblies. PofystictC gad $a$ilks1N1 nv .be used as roof tile underlayment. •• • • • • • ••• ••• 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick membranes shall•be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick membranes shall not be adhered directly over a pre- existing roof membrane as a recover system. 6. Polystick P and Basik shall not be left exposed as a temporary roof for longer than 30 days after application. Polystick IR/IRX, or MU shall not be left exposed as a temporary roof for longer than 90 days after application. Polystick TU and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. 7. 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. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice. Polystick TU, TU Plus and MU may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR/IRX is limited to mechanically fastened roof tile applications. The maximum roof slope for use as roof tile underlayment for (direct-to-deck) tile assemblies shall be as described below: Tile Profile Polystick IR/IRX Polystick MU Polystick TU, TU Plus Flat Tile 5:12 No limitation No limitation Profiled Tile Prohibited 5:12 No limitation The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tie System Notice of Acceptance and applicable Florida Building Code requirements. 9. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass Tile loading detail for loading procedure. Roofing Tiles (6 Max. Per Stack) 12 6 NOA No 06- 0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 4 of 6 • .. • • • • • • • • • • • ••• • • • .. • . • • • • . ••• • • • • • • • • • • • • • ••• GENERAL LI IITArrIONS: (CONTINUED) • , • • • • 10. Refer to prepared roofing system Product Control Notice oiAiceptanae torIi$cd app vvll otthis product with specific prepared roofing products. Polystick P„Basilic,•IR/I11t24 731,'TU );lug 8t 1:t1J may be used with any approved roof covering Notice of Acceptance listing Polystick P,'Basilt, lR/IRX, TU, TU Plus & MU as a component part of an assembly in the Notice of Acceptance. If Polystick P, Basik, IR/IRX, TU, TU Plus & MU is not listed, aFgiriest nib ¢ tigl I to ttie. Authority Having Jurisdiction (AHJ) or the Miami -Dade County Ptuc4 Control I d artrrignt for approval provided that appropriate documentation is providedtb detai'I compatihiligy,of the products, wind uplift resistance, and fire testing results. LABELING: All membranes shall bear the imprint or identifiable marking of the manufacturer's name or logo, the Miami -Dade County logo or the following statement: "Miami -Dade County Product Control Approved ". BUILDING PERIVIIT 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 this materials. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus and Polystick MU should be back-nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus and Polystick MU should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and /or disks. The head lap membrane is to cover the area being back - nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass 2000 MB Plus trowel grade or other approved premium SBS modified trowel grade mastic, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick Basik. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. 6. Battens and/or Counter - battens, as required by the tile manufacturers NOA's, must be used on all projects for pitch/slopes of 7 "/12" or greater. It is suggested that on pitch/slopes in excess of 6 1/4"/12 ", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. NOA No 06- 0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 5 of 6 • • ••• • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • ••• • • • ••• •• • • • • • • • • • • ••• 7. Minimum cure time after membrane installation & before loan; bf root leg tiles is Forty -Eight • • •• • • • •• • • • • (48) Hours. • • • • • • • • • • • • • • • .•• • 8. Polystick TU Plus, Polystick MU may not be used in any exposed application sflch as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applyyig tg fgass ?m12(7 Pjd•Trowel Grade Mastic or an approved premium SBS modified trowel gratle3nulstit ;b tiny roa in nkd of repair, followed by a patch of the Polystick material of like kinn shbutd bls seraad;%and felled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self- adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800) 894 -4563. 13. Polyglass offers a 10 year Limited Material Warranty on all properly installed Polystick self - adhered underlayments. Warranty must be requested and registered by Polyglass to be in force. 14. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894 -4563. 15. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No 06-0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 6 of 6 • • • • ••.• •••• • •••••• • ••• • • • ••••• • • • • • • • •••• • • • • • • • • • ••• • • • • SECTION 1524 ' • ••• • • • • ••• HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS�• . •� ••• •.• •.. ... • •.... ... . 1524.1 As it pertains to this section, it is the responsibility of the rovf;intIntractor tb f roviQe=h;o gwner with the required roofing permit, and to explain to the owner the content of this section...TheVovisidns of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addriesect as Rail of4heagreement between the owner and the contractor. The owner's initial in the adjacent box indicates t tl:etem i beh explained. •• • • • • • ••• •• • 1. Aesthetics- Workmanship: The workmanship provisions of Chapter 15 (High Ve %city Hurricane Zone) e for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 4)2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring u its 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. r" 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. e y /y 5. Ponding Water: The current roof system and /or deck of the building may not drain well and may -cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. +),1%) 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 wit ll the 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. es/Agent's Sig ature Property Address Permit Number Rev:1/20/2005,Computer Services, Building Department