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RF-08-649Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 05/16/2008 Inspector: Grande, Claudio Owner: ZIBELLI, THOMAS Job Address: 920 95 Street NE Miami Shores Village, FL Project: <NONE> Contractor: TIGER & SON ROOFING Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060070010 Lot: Phone: 305/635 -1700 Building Department Comments RE-ROOF TILE TO TILE WHITE FOAM SET AND FLAT BUIT UP ROOOR THRU SLATE F 0 1 • Passed (4c/1 . Inspector Comments CC set Q-.,..____----- Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, May 16, 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 May 8, 2008 Tiger and Son Roofing 14401 Bass Creek Road Miramar, Florida Project: Dear Sirs; ROOF TILE UPLIFT TEST REPORT Residential Home 920 Northeast 95 Street Miami, Florida Information provided by client: Permit Number: RF4 -08 -649 Date Completion: May 5, 2008 Roofing Contractor: Tiger and Son Roofing Project Number: 08 -0912 (Testing Laboratory Certificate #06- 0501.15) In accordance with your request and authorization, a representative ofReileh 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 Monier 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 comer areas 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. 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 Moyhamad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 920 Northeast 95 Street Miami, Florida Reileh Engineering Corporation — Project Number - 08 -0912 — Page 2 of 5 Report of TILE UPLIFT TEST for Residential Home 920 Northeast 95 Street Miami, Florida Project Number: 08 -0912 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 -0912 — Page 3 of 5 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 -0912 — Page 4 of 5 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 Reileh Engineering Corporation -- Project Number - 08 -0912 — Page 5 of 5 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 04/17/2008 Inspector: Grande, Claudio Owner: ZIBELLI, THOMAS Job Address: 920 95 Street NE Miami Shores Village, FL Project: <NONE> Block: Contractor: TIGER & SON ROOFING Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1132060070010 Lot: Phone: 305/635 -1700 Building Department Comments RE -ROOF TILE TO TILE WHITE COLOR THRU SLATE FOAM SET AND FLAT BUIT UP ROOF infraction B ed Comments TIN CAP SPAC � e Le Passed 1l Inspector Comments — _ 12i2„_,",„, 5° ► 1-7 ® O jc----- Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Wednesday, April 16, 2008 Page 1 of 2 p RE— NAILING AFFIDAVIT MUNICIPALITY OR \k1 t e { UNINCORPORATING BROWARD COUNTY (Print) PERMIT NUMBER: 6. . - — 0 �J 6 ' 9 JOB ADRESS: t/ 11/6 45 5 LOT, BLOCK & SUBDIVISION: NAME OF COMPANY: 1 otti,„) f� ADDRESS: //154 0 / AA5 5 &ee . . EitZ/1 CTTY, STATE, ZIP CODE / 1 r-, L.7-1— 35 (-7 NAME OF QUALIFIER: 7 LICENSE NUMBER: (,JC /2v 4 0 (Print) I, \.)L) ■01 . DO HEREBY AFFIRM: That I have personally inspected the renailing of roof sheathing for the area covered by the roofing permit referenced above and further state that the renailing of the sheathing meets the requirements of the broward county edition of the South Florida Building Code Sections 3401.1(b) and 3401.8(h). 3401(bX5) RENAMING: Mandatory in- process inspection for the renailing of roof sheathing shall be required. However, if the Building Department cannot make said inspection a letter submitted by the qualifier, in the form of a notarized affidavit including license number shall be submitted to the building Official attesting to the fact that the nailing of the sheathing has been brought up to the standards of this Code. see {Paragraphs 34018(h) and 2909.2(e). 3401.8(h) When existing roofs are reroofed to the point that the existing roofing is removed down to the sheathing. The existing roof sheathing shall be renailed with 8d common nails (0.131 diameter by 2 1/2" long with a 0.281 diameter full around head). Nail spacing shall be six inches on center at panel edges. six inches on center at intermediate supports. and where applicable four inches on center over gable ends and sub - facia. Existing fasteners may be utilized to achieve such minmum spacing. See Sub - paragraph 2909.2(e) of this Code. 41111■ 7-111111111 Qualifier /C facto '11Z6 ; tore Date . HAVING FIRST BEEN DULY SWORN.DOES AFFIRM NAME OF QUALFIER/CONTRACTOR THE S 1TEMENT ABOVE TO BE TRUE AND CORRECT BY HIS OWN PERSONAL KNO LEDGE. Notary Date Personally known to me (SEAL, „. ,' 1 ; PRODUCED PHOTO ID- TYPE Commission #DD418"9,` Expires: APR. 13, 200' Bonded Thru Atlantic Bonding Co., Int. LIC.STATE DP FLOR1Ib , . Maria Fernando Bolanos•pere ID * AN OWNER/BUILDER ACTING AS CONTRACTOR IS CONSIDERED THE QUALIFIER FOR THIS CODE SECTION AFFIDAVIT OF COMPLIANCE WITH ROOF DECKING ATTACHMENT AND SECONDARY WATER BARRIER HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-BMX SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: 1401141 %arr.) . to053 we 2-_A;eAve_ Movv:t Skv,02,5/f/. 2313% s W Re: Owner's Name 11/-44'1&- (- Property Address fi 242 l6 *--) Roofing Permit Number „e?' Dear Building Official: I j cuirl 1 certify that the roof decking attachment and fasteners have been strengthened and corrected and a secondary water barrier has been provided as required by the "Manual of Hurricane Mitigation Retrofits for Existing Site-Built Single Family Structures" adopted by the Florida Building Commission by Rule 9B-3.047 F.A.C. • „ , cPerz.e-2_ Print Name STATE OF FLORIDA COUNTY OF MIAMI-DADE Sworn to and subscribed before me this 9 day of rt , 20 0 gt (SEAL) ?‹. Personally known or Produced Identification NTARY'PUBUC-STATE OF FLORIDA Maria Fernanda Bolanoo•Perez Commission # DD418395 Expires: APR. 13, 2 Bonded Thru Atlantic Bonding Co., lue. 1.1 Mocuomoistodlistligght41141Y Complioce42607Filligulros 4b\FU41 - Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit No. Master Permit No. '711 ti7.-77771577 8� APR 2308 BY: Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) i 2 r ✓' 1(!) Phone # Owner's Address q W N City i'l.�lle�. a tY State L Zip 3 3/ 3 Tenant/Lessee Name Phone # Job Address (where the work is being done) 9 V9 /VC 95 S fire&I City Miami Shores Village County Miami -Dade Zip 33 13 K. Is Building Historically Designated YES NO Contractor's Company Name i SOY) 4, Phone # /5 7 { VW " Y4 3 0 Contractor's Address /WO / A9-3 $ City min) State Zip 3.302-? Qualifier o) (,/ ti/l State Certificate or Registration No. C CC 4,3260-713 Certificate of Competency No. Architect/Engineer's Name (if applicable) F v 1 4 Phone # $ Value of Work For this Permit 21, VO Square Footage Of Work: 3/910 Type of Work: DAddition D�Alteration [Newt Xi Repair/Replace 0 Demolition Describe Work: 1o0e `�./� -h) 44 C k �L COra�iL (v) r0 A 11e * *** * * * * ** ** * ** * ** * * * * * * **** ees** ** * * ** * * *** *,rye *** * ** ** * * * *** Submittal Fee $ Permit Fee $ /2, x✓ • CCF $ 1 Cl 90 CO /CC. Notary $ ."---"- Training/Education Fee $ 4 • lic0 Technology Fee $ 6• 13 Scanning $1 S•W Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ S (Continued on opposite side) Bonding Company's Name (if applicable)" Ni Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip NSA 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 wh• occur' seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be ' ::roved and a einspection fee will be charged Signature Owner or Agent acknowledged 9 The foregoing instillment was acknowledged before me this The foregoing i trument was acknowled ed before me this day of t' t' 20 0( by , day of >' d / , 20 O f by ✓ate , who is personally known to me or who has produced ` PL. who is personal known to me or who has produced as identification and who did take an oath. NOTAR ' UBLI Sign: Print: As identification and who did take an oath. OTARY PUBLIC -STATE OF FLORIDA Fernando BolanosTerez NOTARY PUBLI Sign: Print: My Commission Expires: My Commission Expires :9 Bonded Thru Atlantic Bonding Co., Inc. APPLICATION APPROVED BY: chc 05113!03 .dOTAtiY ! LORIDA M ¢,,. _-ra ii tan Perez [)D418?95 2009 londc Londing Co., Inc. Plans Examiner Engineer Zoning STATE OF FLORIDA, COUNTY OF DADE I HEREBY CERTIFY that this is a tr'e copy of the origin °fled in this office on ---- �.._61of ,AJ20 Official Seal. �® of Crrct and Cou Courts D.C. 111111111111111111111111111111111111111111111 CFN 2008R0303375 OR Bk 26323 Ps 1197; (1Ps) RECORDED 04/14/2008 11 :34:25 HARVEY RUVINt C :LEM, OF COURT MIAMI -DADE COUNTYp FLORIDA LAST PAGE NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME ��O��FpyFIRST INSPECTION PERMIT NO. TAX FOLIO NO. f i' 7°b r 007•- &/° STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of prpperty and street/address: 920 NE c'5 J j t j L v�Irr72 -15.31 2. Description of improvement: l �/ t 3. Owner(s) name and : address '' »'1 w /1.s' .51- /4 Ivo I G 33(31 -251 Interest in property: t.-d riP Name and address of fee simple titleholder: 4. Contractor's name and address: , dte- / 43 5. Surety: (Payment bond required by owner f Name and address: Amount of bond $ 6. Lender's name and address: m contractor, if any) 7. Persons within the state of Florida designated by Owne po +hom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, N Name and address: 8. In addition to himself, Owners designates the folio n in Section 713.13(1)(b), Florida Statutes. Name and address: pe •n(s) to receive a copy of the Lienor's Notice as provided 9. Expiration da different da Notice of Commencement: (the expiration date is 1 year from the date of recording unless a Signature of Owner Print Owner's Name Sworn to and sub Notary Public Print Notary's Nam e+ 44 Gam) My commission expires: D `9 123.01-52 PAGE 4 8/02 -- 7.0171 dJ /l ribed before me this 1 day of Art , , 20 a. Y PI LIC. N !.F FLORIDA -Naia )rt „4te a BolanotTern rnmi issien # DD4131,93. Expirds: APR, 13, 2009 Banded Thru Atlettltie Bonding Co., tilt', Prepared by R Address: /5 0 / 605 arm "Nrfri-411 J ft 33 0 ? OWNER'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Lb M1 ko ivs 10050 NO 7 Avena_ rOtettlit■ Skpro FL 531315 Re: Owner's Name illoyvta.) Property Address qia 15 S' Roofing Permit Number Dear Building Official: connections �fmy building because: Aiv$ Ali,a/01. Slate-6 -P-1- certify that 1 am not required to retrofit the roof to wall The just valuation for the structure for purposes of ad valorem taxation in less than $300,000.00. ElThe building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of the 1994 edition of the South Florida Building Code (1994 S Signature o ' ro • - Owner -2"/ 4elitt Print Nam STATE OF FLORIDA COUNTY OF MIAMI-DADE Sworn to and day of (SEAL) scribed trfore me this 9 Personally known ie or Produced Identification TPI- ,20 0 NO riVr-',,,TATE O FLOK fan dapg. tAta Corranisgon#DD418295 N.4 " Expires: APR. 13, 2009 Bondctl Thum Atlantic Bonding Co., Inc. When the just valuation of the structure for purposes of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed in compliance with the FBC nor with 1994 SFBC, and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided. CALlacuments end Selliogalttelllay DommantsiStErthticsGalphs Moor:mg Affidavit Carcepliance-D 26 Millthatedoc • HIGH VELOCI �.r Y. l APR 1 1 2108 SECTION 1524 B Y: ............. . HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS t rns tr t is section, it is the responsibility of the roofing contractor to provide the owner with the requr a fig rmit - nd to explain to the owner the content of this section.. The provisions of Chapter 15 of the F a ildm Co , ��jjuilding govern the minimum requirements and standards of the industry for roofing syst s ya��ohally, the following items should be addressed as part of the agreement between the owrie d; I t c or. T e owner's initial in the adjacent box indicates that the item has been explained. s Wo anship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) ar 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. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in ccordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (Le. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor aadtor 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 ttle•roof ding can be..:. vibwed from below. The owner may wish to maintain the architectural appearane6'•herefore, roofing nail • penetrations of the underside of the decking may not be acceptable. The Florida Wittig Codt,ergyjdes tie • option of maintaining this appearance. .... 5. Ponding Water: The current roof system and /or deck of the building 43(.9 drain 4J'brand nTay•:• use water to pond (accumulate) in low -lying areas of the roof. Ponding can be :an•indication oT structural ', distress and may require the review of a professional structural engineer. Ponding may slao?te% the lift expectancy and performance of the new roofing system. Ponding conditions may not ,e evident uritltPie origiQal..: • ro ., ing 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 o erloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of tie structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial cons -r additional venting which can result in extending the service life of the roof. s Signature ?LO Ai& Property Address Date Permit Number 1 Rev.:1/20 /2005,Computer Services, Building Department 1 5 2 4 ; CI DEPT .4...-AwArr _______________... .._ ... ___ _..... ACC I IUCUIVI LIHN�tTWII : T E AND COUNTY RULES AND REGULATIONS i''' ?7i Shor. - ,--lne APPROVED ED D DY D DATE T 'E 9E 1_ ACC I IUCUIVI LIHN�tTWII : T E AND COUNTY RULES AND REGULATIONS Master Permit No. Contractor's Name Job Address Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) 9 2_0 ge 9r- Process No. ROOF CATEGORY Low Slope ❑ Mechanically Fastened Tile ❑ Asphaltic ❑ Metal Panel/Shingles Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) C.) Steep Sloped Roof Area (SF) / dnesive Set Tie Mortar I ❑ Wood Shingles/Shakes No veAAT ❑ Repair ❑ Maintenance •••• • • • • • • • •••• •• • •••• •••'total • z(c�� ::oo. •• • Section B (Roof Plan) Sketch Roof Plan: illustrate all levels and sections, roof drains, scuppers, overflow scuppersoa�gd a lverfiow•ainadns. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure ranee and loaat va of parapets. • • • 15.32 FLORIDA BUILDING CODE — BUILDING Florida Building Code Edition 20 04 High- Velocity Hurricane Zone Uniform Permit Application 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: GA- F Product Approval No., 03 ""'O c01 Of Design Wind Pressures, From RAS 128 or Calculaatiions: Pmax1:L ( I, Pmax2: ,111 Pmax3: 1 l` 3 Max. Design Pressure, from the specific Product Approval system: 'D - S Deck: 1 It )(cot, tt - Type: 19 l Lam' Gauge/Thickness: Slope: Fla - - I1 IG,. Anchor /Base Sheet & No. of Ply(s): Anchor /Base Sheet Fastener /Bond" g Material: Insulation Base Layer: Base Insulation Size a d Thickness: Base insulation F. tener /Bonding Material: Top tnsulati n Layer: Top Ins . ation Size and Thickness: Top insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): °15 �'✓ 60.as Base Sheet Fastener /Bonding. Material: Ply Sheet(s). & No. of Pty(s):.NJ rOl Ply Sheet Fastener Bonding Material:. Top Ply: ( 0' shy-+ Top Ply Fastener /. onding Material: s► 11tct IA it Surfacing: t. (R. Fastener Spacing for Anchor /Base Sheet Attachment: Field: 1 " oc @ Lap, # Rows a @ 9 "oc Perimeter: `F' " oc @ Lap, # Rows 4 @ (p" oc: Corner; " oc @ Lap, # Rows @ " 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 QtBase Flashine, Component Material, MA :4M lhicknesi j o istener • Typ - ,FastenerSpacingorSubmit •••• '• • •••. • • •••• • • • • • • • •.•. . Cote •• • •• • .... E,jb6Pr0 • lc* bAs'e • • . ,• ;•FT: �• t>�tt c rt e ( ) Pty W Parapet I Height • • • •• • 3U` ..3t' -ea. ckep Mean Roof Height' • • • • .: • • • • 0 MIA M MADE :,--_-- ' • • BUILDING CODE COMPLIANCE' OFFICE (BCCO) . PRQDWPCONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY, FLORIDA MEIRO-DADE FLAOLER BUILDWO • • 140 WEST FLAGLER STItgET, SUITE 1603 - • MIAMI, FLORIDA 3313045i3 - • - - (305) 375-2901 FAX (305) 375-2908 GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 SCOPE: •-. This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The ..:gio.cumPntilicjAA11bmirtedhakbeen renewed the BCCO and .accepted, by the Brilciing,Code and Product .: Reirre* Coidmitee to be used. in 'end 'OW areaS:Wheresallowed by the Autbority vink Jurisdiction (AHJ). This NOA shall not be valid. after the expiration date stated below. The Miami-Dade County Product Control Division (In Mani Dade County) and/or the AHT (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance moses. If this product or raaterial•fails.to perfeitg the accepted manner, the manufacturer will incur the expense of such testing and the AH? AtlymedlitH% revoke, modify, or suspend the use of such product or material within their jurisdiction 'BORA•saserves the, tight to revoke this acceptance, if it is determined by Mami-Dade County Product Control Division•Ilathis product or material fails to meet the repirements of the applicable building code. „ • • • • • This product is approved as described herein, and has been designed to comply with the High lretticy Hurliesse, • • • • • • • • Zone of the Florida Building Code. DESCRIPTION: GAF Conventioinal Iluitti-T_Jp Roof System for Wood Deck. • • • • • • •••• • . . . •••• • . • LABELING: Each twit shall bear a pprmanent 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 ba"dblisidered after a renewal application has been filed and there has been no change m the applicable building code negatively affecting theperfOnnance ofthis product. • • TERMINATION of this NOA'Wfli occur deer the expiration date arif therehaS. 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 NO number preceded by the words Ivrtami-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 Allan be done in its entirety. . - - • INSPECTION: A copy of this entire NOA -igbaltbe provided to nierT the manufacturer or its distributors and shall be available for inspecti*aithe job site at the request Of 41,Aoldingfo:€6,ciaL This NOA renews NOA #0270408.09 and consists of pages 1 through1.4. - The submitted docinnentarion was reviewed by Frank Zuloaga, RRe. • • • • • • • • • • 1 • • • • da Date: 119414g, • yaflate10/2J03' - • Deck Type 1: Wood, Non-insulated Deck Description:: 19/ 32n- or greater plywood or wood plank decks: System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator. Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4®, • GAFGLAS FIex PIyTM � GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps :. at a fastener spacing of 9" o.c. at the lap staggered-and in two rows 12" o.c. in the field.' (Maximum. Design .Pressure. -45 psf See .General. Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yT 6, GAFGLAS #75 Base Sheet o; • • • • • any of above Base sheets attached to deck with Drill-Tee (GAF FkEA2 or T�...... #14 Screws and .3 "Plates, 12" o.c. in 3 rows. One row is in the 2. " Mier lap. e• other rows are e• pally spaced a,• . = ¢ sheet. Maximum Design Pressure —45 psf, See General Limitation #7)• •_• • _ GAFGLAS Flex PlyTM 6, GAFGLAS #75 Base .Sheet or any of abets Ease , • 'II.' sheets attached to deck with approved annular ring shank nails and Irks at.t' • . . fastener spacing of 9" o.c. at the 4" lap staggered and in two row . " o . it _' • field. (Maximum Design Pressure 52.5 psf, See General Limitaii ®n /) Ply Sheet Cap Sheet:. ••• ee a ft :' -' o sac: wi' •• Drill Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 44ro;vs. 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 —60 psf, See Generic l Limitaiion #7) Any of above Base- sheets attached to deck approved annular ring shank nails .and .3 ".inverted Drill-Tec (GA 'TITE) nsnlation plates -at a fastener spacing of 9" o.c at the 4", staggered in two rows 9" in the field (Maximum Design Pressure —ape, See G enefai Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14-Screws and 3" Plates, 8" 0.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. u Desi ;r es ,, eneral Limitation #7) APGLASCR? PLY 6® ply sheet, OID MOP Smooth .or RUB . • O s® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 1 otGAFGLASCa} Min eral• Surfaced- Ca • Sheet' • .eyed in a fall—mopping g of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq Surfacing: (Requiredif no cap sheet is used): Install one of the following: 1 GAF Special Roofing Bitumen with an application rate of 20 lbs:/sq with an •.... application rate of 1.5 gal./sq.; or GAF WEATHER COAT® Emulsion (Matrix. 305 Fibered Emulsion) with an application rate of 3 gal./sq.; or .GAF" • PremiumFibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. 2. Asphalt flood coat at an application rate of 60 lbs./sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs./sq. & 300 lbs. /sq., respectively._ 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. • • • •. •• • • • • •••• • • •• •• • •. •••• - • • • • • •• •••••. •• • • • • •••• . • • • • • •••• • •• • • • • • - • • • • • • •• • • • • • • _WOOD DECK SYSTEM LLi IITATIoN. S-: - 1 A slip sheet is required with Ply 4 and Flex Ply 6 wheritdm as a `mechanically fastened base or anchor sheet. 2. Minimum 1/4" Dens Deck or Vz Type:: gypsum -board is acceptable to be installed directly over the 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 Taxer shall be attached in compliance with Product Control Approval guidelines.. All other layers shall be adhered in a full mapping of approved asphalt applied wit in t: EVT range and at a iateeaf 044 lb .isq ,,or meehanicait r- ° 4} attached using the fasteiiibg pattern of the Cop layer All panel sizes.'are "acceptible:for mechanica . asphalt,:panel size shall: be 4. An overlay and/or recovery board = insulation panel is required -or►. a11. apphcations�over closed` cell foam insulations when the base sheet.is •fully mopped:: no ecove y -beard isLLused the. base sheet shall be_applied using spot mopping with approved asphalt, 12 "diameter circles, 24" o:c.; or Stilt" •. mopped 8 ". ribbons in three rows, one at each sidelap and one down the center of theft gllowing� • a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" •azeak.shail J • placed every 12' in each ribbon to allow cross ventilation. Asphalt application of eithor ydem shall . be at a minimum rate of 12 Ibs. /sq. Note: Spot attached systems shall be limited ta ?... • design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristia•-F.orcie, :slue of 275 Ibf., as tested in compliance with Testing Application Standard TAS 105. If the't4teiw 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 attachgie$t'ii based• .• • ' on a minimum fastener resistance value in conjunction with the maximum design value fisted witl n•, •. • a specific system. Should the fastener resistance be less than that required, as determined by the • • • _Building Official, a revised fastener spacuig, prepared, signed and sealed by a Florida Registerred Engineer, acing Architect, or Registered Roof Consultant may bed submitted �a7d r�v�sed fastener spacing shall utilize the withdrawal resistance value taken from -T t ng ppFicat ou Sta�adards [ AS 105: and calculations in compliance witlr;Rofing Application. Standard R I 1 Perimeter and corner --areal 414Il comply_:with the,enha ced uplift pressure req iirements of these areas. Fastener densities slid be increased for u tira i1i and b .e sheet .. calculated :. r<. compliance with Roofing Application Standard RAS 117; _{^R this .7 tat on 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)._ Nether rational analysis, nar extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (r e pewmeters, extride, corners and comers). (When this limitation is specifically referred withtOhis Ok Ge a al Limitation #7 will not be applicable } All products listed herein s; BuildingCode ,and`R le • • • 0 • _ • • ;• • • • to -o _ E50,1_t n,;;. 2008- ROOFING MATERIALS AND SYSTEMS DIRECTORY • 190 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued Deck DuraGuard Ti" Roofboard" 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. minimum) roof decks. :How- ever, the butt joints in.the gypsum board and:.G -P Gyps= Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard Roofboard" are to offset a minimum of 6-in. with the butt joints in.the roof deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard TM Roofboard" in hot roofing asphalt. • "EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification. GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechani- cally attached or hot mopped over noncombustible decks and as a recover over existing roof systems. FG GAFGLAS Perlite Insulation may be utilized as a cover board over. "EVER - GUARD" insulation In any of the following systems. • 1 • Unless 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 "ENERGuarof EPS. Insulation ". References to glass fiber insulation include "EnergyGuard Fiberglass Insu- lation ". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "GAFGLAS #80 ULTIMA" ) is a suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") in the Class A/18 or C roof systems indicated below. •. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or• "GAF Stratavent Eliminator Venting Base Sheet (Nailable)." Perforated to. be loose laid or mopped and nailable to be mechanically attached granule side down. As art option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet ", "GAFGLAS #80 ULTIMA" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be substituted for G1 asphalt glass fiber ply sheet ("GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechani- cally fastened. • Unless otherwise indicated, all insulations may be hot mopped or mechani- cally fastened. "GAFGLAS 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 ®" or arty other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. • The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2-in. minimum gypsum board is an acceptable alternate for insulation over C- 15/32 decks. The use of polystyrene insulation board between. minimum 3A -in.. thick perlite board and deck with rosin paper (perlite/rosin paper /polystyrene/ perlite) is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems. "EnergyGuard RA" or "Tapered EnergyGuard RA" or "EnergyGuard'Com- posite RA" may be substituted for any Atlas polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". GAFGLAS 080 Premium Base Sheet may be used in any of the following systems. "GAFGLAS Flex Ply 6" Ls a suitable altemate to "GAFGLAS Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 21/2 — 3 =ga1/100 -ft3. Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS roofing membrane may be used 'in lieu of "Ruberoid Mop" SBS products in any applicable Classification. Class A 1. Deck: C -15/32 Incline: 3 . Insulation (Optional): One•or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite /polyisocyanurate compoite, perlite /urethane composite, wood fiber/polyisocyanurate composite, ' phenolic, any thickness. • • : £' ROQF.:COVERING'MATERIALS• (TEVT)• Roofing. SysternS -(TGFU)- Continued —Ply Sheet: Three or•more plies Type: G1," GAFGLAS Ply.4'G or.'.'GAF GLAS Ply 6 ", hot mopped. . ::•'i :'rip••.!.•• •!f" Surfacing: Gravel. s " 2. Deck: C -15/32 :•b:. i..33' ' • Incline: 2 :U .'.E• Insulation .( Optional): aOne or more •layers perlite; :wood :fiber; glass', • '.fiber, polyisocyanurate, urethane; perlite / polyisocyanurate. composite; perlite /urethane composite, wood fiber/ polyisocyantuate;.cbinposite,`. phenolic, any thickness. i :1 `•'• •'4 Ply Sheet: Three or more plies Type Gl "GAFGLAS Ply.•4" or . "GAFF • GLAS Ply 6 ". : • • ........ ..:: i, :.;. :i 3c:i 3.3 ' :,, :;,:.; •,:.3.4••.. Cap Sheet: One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet'.; 3. Deck: NC lncline::2•...:'• •:..',. :....i: Insulation (Optional): One or More layers perlite, wood' fiber; glass, fiber, polyisocyanurate,' urethane, perlite /polyisocyanurate'composite; perlite /urethane composite, wood fiber /polyisocyanurate :;composite.. phenolic; 2 -in. maximum. =:•5 Ply Sheet: Two of more plies Type GT "GAFGLAS PI7 4" or "GAFGLI Cap Sheet: One ply Type G3 "GAFGLAS Mineral Strfaced C$)Sh 01 4. Deck: NC Incline: 1/2 �.! ;:,�d Insulation: One or two layers :'Isotherm R ", any..thinssu:li. r g: °a! mopped. cl5 Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glaaafibgl= mat system. "' 5. Deck: C -15/32 Incline: 1 ,' tI Slip Sheet (Optional): Red rosin paper, nailed to deck. :.......t ..or ` Base Sheet: One ply Type G2 "Gr1FGLAS #75 Base S"l e'�t� :.(May'lii nailed). • ••• •••::::�! .+t Ply Sheet: One or more plies Type G'16'GAfGLAS Ply'ti':0r•GAFGI:AS Ply Cap Sheet: One ply Type•G3 "GABQIl'S,tYtineral Surfaced Cap She 6. Deck: NC • Incline:-3 : ' : :: ••••i •Y Base Sheet:: One ply Type G2 "GAFGL'A$;#75.Bas! 1Sheele.::• >..::f .;;' Ply Sheet: One or more plies Type alstikFGLAS lily Or"'GAFG' • Ply 6 ".. • • Cap Sheet: One ply Type G3 "GA•Frwt41S it!Uneral 9irfat- ee•Cap 7. Deck: C -15/32 ..• jr)c�ine :.2:::: ;..;, ..:,.:1:: ; •y Insulation: One or, more layers :erlire, glass fiber, pelyi.socyanurat urethane, perlite /polyisocyanurate composite, perUtereueltianeco ite, phenolic, 1.0 innitin (offset.frirt• pjy4vod.joinis•6r14W':'r s'. :Base Sheet One or. more plies- Typeh 1,G2 or G3 .' •4,77; ' • -� Membrane: One or 'more pUes`'Ruberoid TorctlmaotN`;• "Ru . • 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` Sheer,' hot' mopped. .:.• 8. Deck: C -15/32 Incline: 2 . • ::. •ci l' Insulation. (Optional): ' One: or more layers perlite; .wood: fiber; g .fiber, polyisocyanurate, urethane, : perlite / polyisocyanurate' compositf, 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:G1::; : ::: Membrane: One or more plies "Ruberoid Torch Smooth ", 'Ru Torch Granule ", "Ruberoid Torch Granule Plus ", "Ruberoid••:A Smooth ", "Ruberoid Mop Granule" or "Ruberoid Mop Plus :Grantile' Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheer) mopped. 1• :'.�: 9. Deck: NC Incline: 2 •• Insulation (Optional): PerUte, glass fiber' liolyisocyanUrate;AV fiber, mechanically fastened, any thickness. ' = •::•:s1ta, Base Sheet: One or more plies Type G2, "GAFGLASS.75: Base! '+' Ply Sheet One or more plies Type Gl "GAFGLAS GLAS Ply 6". t l Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap -Sheer) mopped. . Surfacing: "Fireshield MB ", 2.5 — 3.0 gal. /sq. : •:•.7 10. Deck: C -15/32 Incline: 1 i • ,: i {l Insulation (Optional): :'One or more layers perlite, wood'.fiber,C fiber, polyisocyanurate; urethane, :perlite / polyisocyanurate :coin perlite /urethane: composite, ::wood.•fiber /polyisocyanurate: coal phenolic, any thickness. :4 :9,:1%;;;;;."); LOOK FOR THE UL MARK ON PRODUCT Florida Building Code Edition 2004 High- Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped ,Roof System) Roof System Manufacturer: MonZ �; 'e-.I s � ��'i\ � )- S � c . �' Notice of Acceptance Number: 06_07/0 .05 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations)1: t P2: qS• 1 P3: ,f / Maximum Design Pressure (From the Product Approval Specific System): ROoy Irg*C1 /kw A 1)( Foi4A ser Roof Slope: 121 Steep Sloped Roof System Description • • • • • •• • • •••• • • •.•• •••• • •••• r( •••• ` Deck Type: r, v .. • • • Type I Iniorla mcnl• •••N • • • • • •••• \, Insulation: Fire Barrier: Ridge Ven I lion? Mean Roof Height: 'G • • • • • •• • • •••• Fastener Type & Spacing: Adhesive Type: .• • • • ;ter f;c-t�q "0 -eel $ • • • • • • • • • • • • • • • • Type Cap Sheet: IPOtyJ aICr.'.s _r•iL.._e(u'ij f 'o re_ �a ' � \`, Roof Covering: I �j4KO►�Y / i a, W hi \ Type & Size Drip r3ws' 3 (�f� ( �� ,{, Edge: / '� i /31/ ROOF ASSEMBUES AND ROOFTOP Florida Building Code Edition 2004 Nigh-Velocity Ruffians Zont Wang Pane App s, Fen,,. For Mamas bated tits systems, chow eltbeiMetbod lea Comps the vibes fer with the values from If the values aro equal t0 the h'fr tea, for tab tree of the roo4 then the the am, method i se traeerdae a (Pt: Method 1"Mama Sped t Tile Ciladadato BRAS 127" t/ .0 Idrt_G• 03 p,,duct /15 G /. �'YxL %01. ta� %Z, AppevvalMf 1 . Q �J�� A MC.�.. ■ ^'RL.- C5 Approval/4f (P3: t 2.1 x L 'Y' �i °Ze - Mit 4h' 044 I ir" hulOU Method 2 "3tmptifxd'Ile Cakygdoas Pm Table Belort/' `YYm vd ••Y Re4nbed Manes of Resistance (Mr) From Table Below Product Approval .111111.191111_ 11111rin_ 111V19111111111111Mil MM. Zh. •Mou be used !4 ooNuncdoa with a tilt of 000meat bests tile .w.• •••• +Y eadorsed by the Broward County. Board of Rules sad Appel • PaUpUltbasodtflerystansusoMetbod3, ••• • for cubaraofthe ibovalnataP' wGbtbavakbsfarPaIttheFv slnaueRroatet thou aagyt4p p, � then die We atttchraeoc method is aroeptab]e, •• •• •t•• • •••• •••• • • • ' •••• • • • • • • • Method 3'Momcot Based Ills C+kulatlona Per RA3127" ----1- W: cos 8 a Frl Product Approval P',, (Pr _.._XL a x cos 9 , . Product Apploval P' (P3: x L .___„__ x w: 41,1 - Wt ..,,..x cos 9 • F ..._ Prtlduot Approval Py f ._ xw:- ... -•W: • • • • • •••• • • • • • ••• • • . •• • •••• • • •••• • • • • • • 'FLORIDA BUILDING CODE — BUILDING •• • • • • • • 15.35 MIAM ADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Monier Lifetile, LLC 200 Story Road Lake Wales, FL 33898 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 (ART). 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 Divisiop that this predii.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•Aailding Code including the High Velocity Hurricane Zone of the Florida Building Code. ••••• •••• • DESCRIPTION: Saxony (Shake, Slate, Split Shake) Concrete Roof Tile • • •....• •• •. •••• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, IkypstVte and • following statement "Miami -Dade County Product Control Approved ", unless otherwise noted heroin. •••••• RENEWAL of this NOA shall be considered after a renewal application has been filed andkiptt tas beer:11 change in the applicable building code negatively affecting the performance of this product. • • • • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA #02- 1205.06 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigers. Agteff' NOA No.: 07-0710.05 Expiration Date: 12/16/12 Approval Date: 09/07)07 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category: Sub- Category: Material: Roofing Flat Profile Roofing Tiles Concrete 1. SCOPE This renews and revises a system using Monier Lifetile Saxony (Shake, Slate and Split Shake) Concrete Roof Tile, as manufactured Monier Lifetile LLC in Lake Wales, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Monier Lifetile LLC Saxony (Shake, Slate and Split Shake) Tile Trim Pieces 1= 161/2" w = 12 -3/8" .6" thick 1= varies w = varies varying thickness Test Product Specifcatlons Description TAS 112 Flat, interlocking, high pressure extruded ... concrete roof tile equipped with wo nail'.... ' holes. For direct deck or battened nail -on, : •.. mortar or adhesive set appliCdt? rfS' •••• TAS 112 2.1 SUBMITTED EVIDENCE: Test Agency Test Identifier Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. 7161 -03 Appendix III 94-084 94 -060A 25- 7183 -6 25- 7183 -5 • Accessory trim, concrete roof $feces for y. , at hips, rakes, ridges and vallnof rminations... Manufactured for each tile prpfig• • • • • • • • • •••• Test Name/Report . • . Date• • • • • •• • • • Dec. 111 • • • • Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) V May 1994 March, 1994 Feb. 1995 Feb. 1995 NOA No.: 07-0710.05 Expiration Date: 12/16/12 Approval Date: 09/07/07 Page 2 of 8 The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineering 3. LIMITATIONS 25 -7214-1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1,1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 520109 -1 520111 -4 520191 -1 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Calculations 129 Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Static Uplift Testing PA 101 Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7094 25 -7496 25 -7584 25-7804b-8 25- 7804 -4 & 5 25-7848-6 25-7183 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Dec. 1998 March 1999 • ,i•gne 200'70 ••• "February 199 • • • • • •:Aril 1996" • • • 'f .cember • •....'1996• •••••• ••••• • • • • •• •• •••• • • parch 1995 • Two Patty Adhesive Set System Apri119g9• • • • Restoring M o m e n t D u e t o : • 7 0 n e 2003 • • • Gravity ' • • •' • • TAS -112 Jan. 2001 • •' • 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 underlaynaent 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 underlaynnt material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. t NOA No.: 07-0710.05 Expiration Date: 12/16/12 Approval Date: 09/07/07 Page3of8 4. INSTALLATION 4.1 Monier Lifetile Saxony (Shake, Slate and Split Shake) 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 (1 x w ) Tile Profile Weight W (ibf) Length -i (ft) Width -w (ft) Monier Lifetile Saxony (Shake, Slate and Split Shake) Tile 11.8 1.375 1.02 Table 2: Aerodynamic Multipliers -1(f9) Tile X (ft) X (ft) Profile Batten Application Direct Deck Application Monier Lifetile Saxony (Shake, Slate and Split 0.185 ( 0.200 Shake) Tile B a t t e n s Direct Deck Table 3: Restoring Moments due to Gravity - M, (ft -Ibf) •••• • Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12": • •• ....•- DI M; • 7 " :12^ • greater fattens "6f •••j *sot Deck Monier Ufetile Saxony (Shake, Slate and Split Shake) Tile B a t t e n s Direct Deck Battens Direct Deck B a t t e n s D i r e c t Deck Battens Direct Deck Battens 6.63 7.14 6.56 7.07 6.47 6.97 6.34 6.83 6.18 6L • • • •• •. : ":': • • •6.02 :• • • • •- •••• •••• • • •••• - • i • •• •• • •• • • • • ••••• •• • • • • • • • • NOA No.: 07. 0710.05 Expiration Date: 12/16/12 Approval Date: 09/07/07 Page 4 of 8 Table 4: Attachment Resistance Expressed as a Moment - Mt (ft -Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Monier L fetile Saxony (Shake, Slate and Split Shake) Tile 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 242 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 Table 6: Attachment Resistance Expressed as a Moment M} (ft tbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Saxony (Shake, Slate and Split Shake) Tile Adhesive 31.3' 1 See manufactures component approval for installation requirements. • • • 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. • • - • • Poiyfoam Product, Inc. Average weight per patty 8 grams. • • 1 ••• • •• • • • • •••• • • • • •••• • •••• • .••• • • • • • • •• •• • •••• • • • • • • •••• • • • • • • • •• •••• • • • •• • • • • • • • • • •• • NOA No.: 07- 0710.05 Expiration Date: 12/16/12 Approval Date: 09/07/07 Page 5 of 8 Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Saxony (Shake, Slate and Split Shake) Tile PolyProw 118.9' PolyProTM 40.4b 3 Large paddy placement of 45 grams of PolyPro'r'". 4 Medium paddy placement of 24 grams of PolyProm. Table 8: Attachment Resistance Expressed as a Moment - Mf(ft -Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Saxony (Shake, Slate and Split Shake) Tile Mortar Setb 43.9 5 Tile -Tice Roof The Mortar. 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 ". o, BORAL— LIFETILE •••• •. • • • • • •••• •• • •••• MONI RLWETII.E LLC, SAxONY TILE (LASE WALES FL) • •••• LOCATED UNDERNEATH TILE • .••• • • • •••• • • •••• •• •• • • • • • • • • •••• • • • • • • • • •••• • • •• • •• • • • • • • • • • • • • • • NOA No.: 07-0710.05 Expiration Date: 12/16/12 Approval Date: 09/07/07 Page 6 of 8 6. BUILDING PERMIT REQU + TS 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 WATERLOCK •e•• • • • • • • •••• •• • •••• • •••• • •••• • • • • •••• • • • •• • • • • • MONIERLIFETILE SAXONY CONCRETE ROOF TILE (SLATE MODEL] • • •••• .. .. • • • • • . • • • •••. • • • • • • • ▪ • •••• • • .• • •• • • • • • • 1 NOA No.: 07- 0710.05 Expiration Date: 12/16/12 Approval Date: 09/07/07 Page 7 of 8 MONIERLIFETILE SAXONY CONCRETE ROOF TILE (SPLIT SHAKE MODEL) MONIERLIFETILE SAXONY CONCRETE ROOF TILE (SHAKE MODEL) END OF THIS ACCEPTANCE •••• •••• •••• • •••• • • • • ••.• • • • ••• • •••• • • •••• • • .• • • • • • • • •• • • • • • • •• 0 NOA No.: 07-0710.05 Expiration Date: 12/16/12 Approval Date: 09/07/07 Page 8 of 8 MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE 1NOA) Polygiass USA Inc. 150 Lyon Drive Fernley, NV 89408 MIAMI -DADE COf JNI , 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 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' p ' , + ses. If this product or material fails to perform in the accepted manner, the manufacturer will ,incur °'- 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 if the Florida Building Code. DESCRIPTION: Polystick P, Bast*, IR/LBX, Tv, TU Plus and MU Underlayments LABELING: Each unit shall ear a per. ,anent labetwith the manufacturer's name or logopcity,•state and following statement: "lG iami -Dade County Product Control Approved ", unless otherwise Noted herein. RENEWAL this NOA shall be considered after a renewal application has been filed andttiile has been no changin the applicable --t iilding code negatively affecting the performance of thi? prgcjilet. TERMINATION of this NOA will occur after the expiration date or if there has been a refisiun or • • • - change in the terials, use, and/or manufacture of the product or process. Misuse of this M)Ais an • •••• • endorsement of any product, for sales, advertising or any other purposes shall automaticalytenate this NOA. Failure to comply with any section of this NOA shall be cause for termination and reonioval 4t' • • • • NOA. • • • •••• •• • • ADVERTISEMENT; The NOA number preceded by the words Miami -Dade County, Florida, abtl. •. • 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 ••-••• •• • • • • • • 1 ••••. 000000 • • • 000000 • • •••••- • • ROOFING COMPONENT APPROVAL Cateaorv: Roofing Sub- Cateeorv: 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 3'3-3/8" waterproofing membrane, glass fiber 60 mils thick reinforced with polyolefinic film on the upper surface for use an underlayment for metal roofing. Polystick IR/IRX Roll: TAS 103 and A fine granular /sand top surface self- underlayment 65'8" x 3'33/8" 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 adl?ertng, •••• underlayment 32' 10" x 3'33/8" ASTM D 1970 APP polymer modified, fibergk Di .: • 100 mils thick polyester reinforced, bitumintxas skeet • material for use as an'umderlge in • • sloped roof assemblies. Desigtferas a a : °°°°° •••..• roof tile underlayment. • . . . •••• • •• . .... Polystick TU Plus Roll: TAS 103 and A non - wicking fabric surfaced elt • underlayment 65'8" x 3'3-3/8" ASTM D 1970 adhering, APP polymer mo&fne8, : .••• (Facer of Membrane 80 mils thick fiberglass reinforced with aiigh strengths. . • • • Labeled in Orange polyester fabric, bituminous sheet material.. . or Black Ink) for use an an underlayment in sloped root.. •.' assemblies. Designed as a metal roofing and roof tile 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 • 000000 • • • • • • • • • ...... • • EVIDENCE SUBi i rTED: Test Agency Exterior Research & Design, LLC PRI Asphalt Technologies Test Identifier Test Name/Renort #11756.04.01 -1 TAS 103 #11756.08.01 -1 ASTM D 1970 #02202.08.05 TAS 103 PRI01111 ASTM D 4977 PUSA - 005 -02 -01 ASTM D 4977 PUSA -018 -02 -01 ASTM D 2523 PUSA -035 -02 -01 TAS 103 PUSA -033 -02 -01 ASTM D 1970 Date 04/27/01 08/14/01 08/29/05 04/08/02 01/31/02 07/14/03 09/29/06 01/12/06 INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated, new construction Base Sheet One or more plies of ASTM D 226 Type I1 or ASTM D 2626 or Polyprotector UDL or Polyprotector UDL AS. Fastening: Nails and tin caps 12" grid, 6" o.c. at laps. (for base sheet only) Membrane: Polystick membranes self-adhered. Surfacing: None 1. 2. 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. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. . All side laps shall be a minimum • • • of 3-1/2" and end laps shall be a minimum of 6." Roll the membrane into place after rnoving the *0.0. • release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shalt b® 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.pgipt, • 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' a riLQons. ••••• ••••• 6. Roll or broom the entire membrane surface so as to have full contact with the surfacer &i0g • special attention to lap areas. Polystick TU and TU Plus shall not be left exposed asp temporary • • • • roof for longer than 180 days after application. Polyglass reserves the right to revisor gift; •0000 • 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 3of6 •••••• • • 000.0• . • • ..•00• • • 0•..• • • •0000 0000.. • • 0000.. • • •..0.0 • • GENERAL LIMITATTIONS: 1. Fire classification is not part of this acceptance. 2. Polystick P, Basic and IRLI X may be used in asphaltic shingles, wood shakes and shingles, non- structural metal roofing, and quarry slate roof assemblies. Polystick P and Basik shall not 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 1R/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 tie 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 aecoce • • • • • with the Approved Tile 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 awl to avoid dropping of tile directly on the underlayment. Refer to Polyglass Tile loading detairfes laa'ding ; • • • : • procedure. •••••• .••• 6 Roofing Tiles (6 Max. Per Stack) 12 •• .. • •••••• • . . • • • • •••• •• • • • • •• • NOA No 06- 0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 4 of 6 ••••.. •� •••••• • • •••••• •••.• • . • •.•.• •..•. . • • • ••.••• • • GENERAL LIM TATTIONS: (CONTINUED) 10. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick P, Basik, IR/IRX, TU, TU Plus & MU may be used with any approved roof covering Notice of Acceptance listing Polystick P, Basik, I R/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, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 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 .PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of 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 tyailed.in • • • •. selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge rin type, �' .... applied with a minimum 1" metal disk as required in Dade County or simplex type nti1 as•• ..: • otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plu'aad • • Polystick MU should be back nailed in designated area marked "nail area, area para glatoair'.o n the, , face of membrane, with the above stated nails and /or disks. The head lap membrane isibeover the * "' area being back-nailed. (Please refer to applicable local building codes prior to insta$a6$4 • • • • .. •• . 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 trcl Ride • • • • mastic, applied in between the application of the lap. The use of mastic between the laps does not a • • • • •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 W/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: 11/30106 Page 5 of 6 ••••.. • • • ••••.• • • •••.•• • • OOOOO • • ...•. ••.•.• • • • • OOOOOO • • 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. 8. Polystick TU Plus, Polystick MU may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass MB 2000 Plus Trowel Grade Mastic or an approved premium SBS modified trowel grade mastic to the area in need of repair, followed by a patch of the Polystick material of hie kind should be set and hand rolled 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 401bs 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) 8944563. 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 LIMITATIOWOF: SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS ••• : • • REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE OOOOOO •••• • • • •••• • • • • •••• • •••.•• • • •••• •••• •• • • OOOOOO • • •• •• 000000 • • • • • • • • • • •• • • • •••• • •••• • • •••• •• • • • • •• • NOA No 06- 0505.01 Expiration Date: 09 /13/11 Approval Date: 11/30/06 Page 6 of 6 • • 00000 •••••• • • • •••••• • • •.•••• • • MIAM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 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® A11160 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 r$ %1 it or chmrge in the OOOO O materials, use, and/or manufacture of the product or process. Misuse of this NOA as an ena:ohement of any product, for sales, advertising or any other purposes shall automatically terminate this NM.la+iiure toeamily • • • 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, It1k , and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA'is displayedethea 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 JRrge L. Acebo. v NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04113/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves Polypro® 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 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: Pr odct Dimensions Polypro® AH160 N/A Foampro® RTF1000 N/A ProPacic® 30 & 100 N/A Test Specifications TAS 101 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 ASTME96 ASTM D 2126 ASTM D 2856 • • • • • •• • •••.•. • Rem 1.61bs. /ft.' " 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 weere • +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 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM 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 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 I2/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 • 03/02/99 LIMITATIONS: 520109 -2 -1 • • • • • • • • • • • • •••• •• • • .••• • •••- • •••- 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof TileAsserdbiy f • 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 Siaodanl RAS JP: • •• • 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. / IF` w \2 P= MS r 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 having a current NOA that lists uplift 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 assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami 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 "13" 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. Table 1: Adhesive Placement For Each Generic T Single Paddy Weight Min. (grams) 35 17 /side on cap and 34 /pan 24 Tile Profile Flat, Low, High Profiles Placement Detail High Profile (2 Piece Barrel) Flat, Low, High Profiles Flat, Low, High Profiles #1 #1 #2 #3 ile Profile, . •' • • • Two PacklySVeigkt. , per polity Min. :.. 11.1•• • • • .N /A' ••1 • • .o ` ••4 • 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. 1 •• • •• ••• • •. • •• •• • • • • • • •• • • NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 • • • 11.11• • • •••1•. • OOOOO • • 11.11 111111 • • •111;• • .111•. • • ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY i • •••• • • • .• • • • • • • • •• • NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 • • • •0000. 000000 • • 00000 • .•••.• 00000 • • ••.•.• 0▪ 00000 • • 4 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY r • • • • . •• • •e••.• •••• • •..•.. • ••••• • • • •••••• •••• •••••• •••• ••.• • • •••• Y••• • • • •• •• • • •••.•• • • • • • •••• • • • • • ••••• •• • •• • • • • •••• • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 •••••. • • • • •.•... • • ••••. • ••••.• •••••• • • • • •••••• e • 1 t it ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY END OF THIS ACCEPTANCE 1 • • 1 • •• • •.••.• • ••opts•• •••• • •••• • •••••• • • •• •• •.••opts • • • • . • • • ••• opts • •••• •••• •••• • •••• • • • 000000 • •••• • ••••• • •••• • • •••• •• • • • • NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04/13/06 Page 7 of 7 •••••• • •••••• • • •••••• • • ••••9 • • •••.• •••••• • •