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RF-11-2312
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 167823 Permit Number: RF -12 -11 -2312 Scheduled Inspection Date: February 14, 2012 Inspector: Bruhn, Norman Owner: RUIZ, ALFREDO Job Address: 390 NE 107 Street Miami Shores, FL Project: <NONE> Contractor: PAUL KAWALEK ROOFING CO. Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number (786)586 -6786 Parcel Number 1122310130220 Phone: (305)754 -0191 Building Department Comments RE ROOF TILE TO TILE COLOR THRU Passed Failed Inspector Comments Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 13, 2012 For Inspections please call: (305)762 -4949 Page 8 of 17 F.I.E. FLORIDA INTERNATIONAL ENGINEERING &TESTING LAB INSIGHT•INNOVATION•INTEGRATION Florida International Engineering and Testing Lab LLC 16701 SW 117 Avenue, Miami, FL 33177 Telephone: (305) 378 - 1991 -Fax: (305) 378 -1997 Miami -Dade Lab Certification # 07- 0612.11 -State of Florida ca #27273 SITE SPECIFIC INFORMATION Owner's Name: .1' 2��D t2o 2— Job Address: 3'j® t E IP T) Mass l '4® 4 Ecl Roofing Contractor: ' 1.0 (IG lL VFt e-Ji, Permit Number: RC- 1Z' 11 21 1 Z Type of Tile: .k4 IC OA, ft DU -- Feawt $ &z Approximate Roof Height: t . feet Slope: 3 1 Approximate Square Footage: 12, 2. Type of Access to Roof: /Ladder OtherRequired Testing Force: 35 lbs. Date Installed: t- Z 6 -I'L Testing Equipment: F.G.E. 100x Shimpo Instrument Date of Inspection: '2•' 1 'i -L— ft2 TEST RESULTS P= PASS, F= FAIL Test Location P or F Test Location P or F Test Location P or F Test Location P or F Test Location P or F 1 rdc 5 �j 21 Hips & Ridges 5c 41 k-A5 61 5 81 2 22 42 62 82 3 23 43 63 83 4 24 44 64 84 5 25 45 65 85 6 26 46 66 86 7 27 47 67 87 8 28 48 68 88 9 29 49 69 89 10 30 50 70 90 11 31 51 71 91 12 32 52 72 92 13 33 53 73 93 14 34 54 74 94 15 35 55 75 95 16 36 56 76 96 17 37 57 77 97 18 38 58 78 98 19 39 59 79 99 20 / 40 60 / 80 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION Perimeter Width: S ft Area Units or ft2 No. of Tests Perimeter 11 0 ca ry 2l Field .1 1-4'V Z'L Corners ' 1 ez. f 4 Hips & Ridges 4 ! (P® 13 RESPECTFULLY SUBMITTED BY: VMS j x,4.1 • _ FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB. U.0 Mimi- Dade Labe * 07- 0612.11 3' o A[ 109' , A41#4,141 S14126-5/Ft �A 41 £/4 Rf rht) 4 (J AddreP: Contractor. Other %etch of Reef ■ ■■ 1111 ■11lE■111.1I■111MI ■ ■ REME■ ENIM // •11 ■111MEMEtNEMIN / /H /E MSMMIII M . iR U* MIERESRI/S/ / / /UI // /IIIIIIIIM/ /U ■ 11EE11111E ■1I1111/I1I111I111SI1IIEEEEEi1/I ■■ i111111111I111i 1111111111E1111i1111111 11111111111111111111111111111111111111WHINIMINIRRIMMINIMMI ■/ ■1111EE IUMItSEEERIMEM E ESi1E IMIN ■1//1111111 1I1ME1E.11/11111i111M11111■ 1111fti`1 �11t 'fEEEfi1�11//11111/i11/!/11■ 11 /fttl #1111`1 #111INRNI 1111111111E11111 1 R1M11EE11111E NIMI11 111 1111111111111 111r1'Ir;1[I'S1ML/51111i1L111111111 ■ 11111111, 1111E11IE I111I1III1111111111111EI tatsiallinammisamminumsimowymanna iEL »ESA »ieemenzszzez r;a .,. 11111111111,11:MUWAIBRIBIWAHHIRILOMMILIMMIMItit- 111111111111 1111111111killYMMEMLalliM111111VAIIPINUMMINIMMIIIII 1111EMIDANIK ^1 INSIVA3Sie/ / /,'1111E r1f62'i /111! 111111111111111111LIAMPIIMMOUVIAMINNIZZMUMPIVIIIPMFIRIIMI - -,11ri711iE111 pm ausilli 101 ■111/110"7 W 11 1" J1i PPINUi /1!nPMCO IGV III1IR1 ./1111MMIS 1113 X111//11111s11y`11111r ISCIIMMEN ■111E11r : /1 /mI1111>1111E111Eits1EE1 muna 11111m k1t" 7ANAMM n lnnnln�Er� ,�akEmea1�i um ■111i!El cif a r^-iEEEI1ItEEEE11/` MICIN IMMERIIE> ■1111 Lim i imaz II1st11t 1L1ILE 1nliall ■■011 1111111111011111111ft1E 1E 11it111M1EGIEE siummumniammunammenammumismaiummai 11111// 1I1 1/ 1II11IIISIIIIIIIII / /1II11111/11 .1111III1E1 1f11E1s11111INEtt111 #1:11111111` 1111111111■ 111E /1111111I1I1I1III111IE11iE111I1 1111111111111111111111111111111111111MMUMMUMMIUMBUIR RE: Permit # 12-1 1-.23 I -/ Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: 3 W)% 5 INSPECTION AFFIDAVIT 9a_R-I f.4 o. w w 1 e k licensed as a (n Contracto Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: r;L ©b 66 0000 r% On or about II00�,� Secondary water barrier work at (Date & time) R ,1 did personally inspect the roof deck nailing and 3W 0 WE 10T41'3+ (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) Signature State of Ronda County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. o „,ii dill //// , Sworn to and subscribed before me this ' dar' ;<(,51,/,/, 12. ':cos :0 '.-. Notary Public, Sate of Florida at Large '(r Ap 110pIC, :.� // e JA: :° $" va / /' / /ill l l l 1 111\\x' 'General, Building, Residential, or Rooting Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit 8 and address # dearly sham marked on the deck for each Inspection IcOI PERMIT APPLICATION FBC 20 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. Rr I I —2 /— Master Permit No. iiC3' gjV IS DEC 142Ji 3 BY: aae-e_m____ -m- Permit Type: BUILDING OWNER: Name (Fee Simple Tit1ejlo der): MAn 0. Riu Z n Phone #: 305 1 1 2 Q O b l Address: 3q0 1vt IDrlt .5-1'" City: M,S h®re3 State: F7— Zip: 33 13 6 Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: .3 c/0 i v 10 9 + \ M— City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: 10‘, €Xle -K 1©O4I �'t Phone #: 3C55 175 Address: 1 r73 Ski 9 rj +H(t a� City: nl�,1r1 maar State: PAW 1Gt,W4,i Qualifier Name: State Certification or Registration #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: zip: 33 Qa q Phone #: Certificate of Competency #: 0b Bs ®O®®- Value of Work for this Permit: $ 1 al L/ DO Square/Linear Footage of Work: pe of Work: OAddress .1.145ro DAlteration ONew ®Repair/Replace ODemolition Desc pt ►u of W -reekr" off eyi.sti IN q new a. ak,Ie_:::M .1i-b cre . co �1 i 1-e. ro® 5 .s f e v � �4 v Co o an i t s °� ®I den o.� g e. COLOR THROU kkO0' E.;TJ E.I REQUIRED acknowledged by ** * * * * * * * * * * * * * * ***ift****** * *** *** * **** Fees********* *+ r********* c :*********+x ********** *** Submittal Fee $ Permit Fee $ 5>00 Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ 00 CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be ap roved and a reinspection fee will be charged. Signature B I r- Owner or Agent 7/1L Contractor The foregoing instrument was acknowledged before .me this 12 The fo : ;oing in rum ' w ackn day of 1 L , 20 1.� by M � 4 I�LJ 12. , day o r 1 ..∎ia. Al 20 J i , by who is personally known to me or who has produced OA 9 As identification and who did take an oath. NOTARY PUBLIC: Signature 40,AAtKwAta Sign: Print: My Commission Expires: APPROVED BY i nniye VW. 1O /T Copti165901.•,---�� lssion who is personally known to me or who has produced as identification and who did take an oath. NOT Sign: Print: Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) MIAMa� COUNTY COU�7T1( Building and Neighborhood Compliance Department 11805 SW 26 Street (Coral Way) Miami, Florida 33175 -2474 786 315 -2100 OWNER'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami -Dade County Building and Neighborhood Compliance Department 11805 S.W. 26th Street (Coral Way) Miami, FL 33175 -2474 Re: Owner's Name: Mf & (Al Z._ Property Address: .3clC jJ1 10x1 +P $ f Roofing Permit Number: Dear Building Official: I 1" Cif I Ct I 2— , certify that I am not required to retrofit the roof to wall connections of my building because: Cii The just valuation for the structure for purposes of ad valorem taxation in less than $300,000.00. U The 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 SFBC). Signa e of Property lAiSc-a-4 4- E../1. Print Name STATE OF FLORIDA COUNTY OF Sworn to and subscribed before 4i . `�. 1 / day of i ; \ ' •`' 3 '- , By Personally Known Produced *, _ �q4\ ;° 4`r 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 or with the 1994 SFBC, an affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided. ui�iil� Property hilinutarlort art a.e. My Home Page 1 of 1 MIAMJ•DADE) Property Information Report Summary Details: Folio No.: 11- 2231 - 013 -0220 Property: 390 NE 107 ST Mailing Address: ALFREDO RUIZ &W MARIA T GONZALEZ 390 NE 107 ST MIAMI FL 33161 -7175 Information: Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/2 Floors: 1 Living Units: 1 Atli Sq Footage: 2,606 Lot Size: 11,117 SQ fT Year Bunt 1950 Legal Description: FIRST ADD TO PASADENA PARK PB 6-82 LOTS 8 & 9 LESS S25FT BLK 11 LOT SIZE 111.170 X 100 OR 21267 -0600 04 20031 COC 23877 -4969 09 2005 1 Assessment Infomation: ear. 2011 2010 Land Value: $98,884 $109,886 Building Value: $180,851 $181,080 Market Value: $279,835 $291,046 Assessed Value: 9279,835 $291,046 Exemption Information: ear. 2011 2010 Homestead: $25,000 $25,000 2nd Homestead: YES YES Taxable Value Information: Year 2011 2010 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000/9229,835 $50,000/$241,046 County: 950,000/9229,835 $50,000 /$241,046 City: $50,000/$229,835 $50,000/$241,046 School Board: $25,000/9254,835 $25,000/$266,046 Sale Information: Sale Date: 9/2005 Sale Amount $545,000 Sale O/R: 23877 -4969 Sales Qualification Description: Sales which are qualified View Additional Sales !Close window] !Click here to Printl This report was created on 11/9/2011 4:29:00 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. http: / /gisims2 .miamidade.gov /myhome /proptext_ print .asp ?folio= 1122310130220 &cmd = 11/6/2011 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE' UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 11111 I 1 11111111 111111111111111111111111111111 CFN 2011R0838123 DR Bk 27427 Ps 22276 Mg) RECORDED 12014/2011 12:16:21 HARVEY RUVIN. CLERK. OF COURT MIAMI -DADE COUNTYI FLORIDA LAST PAGE 1. Legal description of property and street/address: 3q rvE jo rl " sf 1 I ail £IOre6, 3313$ 2. Description of improvement: Rte- rDQ 3. Owner(s) nameand address: 3Q0 I o17-i-h 5+, M k'1M1 SISOres'1 FL3313? Interest in property: OWVter . Name and address of fee simple titleholder. 4. Contractor's name and address: % V...\ K0udD,1.0.< j rILILL3 S IAAA i r%t 0" Mi Y'1 WtO4 FL 33 Daq 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6.. Lender's name and address: 7. Persons .within the state of Florida designated by-Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes; Name and address: 8. In addition himself, Owners the�following person(s) to receive a. copy of the Lienor's.Notice as provided: In Section 713.13(1)0), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement;. (the expiration date is 1 year from the -date of recording unless a differen Sign 'ure of Own r Print Owner's Name . / tame a2 . Prepared by �f 1 aI e l P Y Sworn . to and subscribed before me this PL.:, day 'pf• e311Ire:2 Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 10/04 �,t!4i ire i. 20, a( , t f� Address: rj 1143 .6 s 1S Addles M%i i r&, C. t 9 Commission f , TF 0 � FLORIDA, COMITY 07 DADE ori!Mal Red In this o» 1c ®an r'Ay:ri i._'_ ,, Z11 A020 I'; WITNE 41r and and Official Seal. HA I /?, , . VIN, CLERK, of Ck uit and Coop o C ir's By _ ,//_. '' ss44 1 OM Y CERTIFY that Cni$ Is a KO on ry i ti M1 Florida Building Code Ed High Velocity Hurricane Zone Uniform P Section A (Genet I In -[plaster Permit No. Process Contractor's Name Job Address 3610 1VE 10 il -I-h -s+ M1arn .ShorQs /illanP BY D TE SUBJECT PD CCMPLANCE W H ALL KO-UALIe-K Roo-fl 54t FWD CC, UN IY r31_,I ES AND REGULATIONS ROOF CATEGORY f 1:1 Lour Slope 1:1 Mechanically Fastened Tile ( MortarlAdheslve Set Tile ❑ Asphaltic ❑ Metal Panel/ShIngles ❑ Wood ShinglsslShakes Shingles Are there ❑ Prescriptive BUR.RAS 150 Gas Vent Stags? ❑ Yes No ROOF TYPE Type: Natural ❑ LPGX❑ ❑ New Roof IiRe- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) Section B (Roof Plan) h • f Plar>; Illustrate all levels and sections, roof drains, scuppers, overflow p d overflow drains. Include dimensions of sections and levels, clearly d nslons of elevated pressure zones and location of parapets. m inammomma'r_ MilearroEMMMMmumm peeMEp mmmu MMEEMMMEnimmMEEMEMMMMMMMe om Iriiiiiee ii %eeeeeeeie:e: lei: MM: i: iiuMMMi: MEMMMMMMM M:MEEiEMMe:MMiiMEE: smumam ummtpromm mmumnO eeeiE% WeeeeeMieOeeeeNXeeeeer�MENI MMOIeiieeerEewereeO ( MIMMruweMMMMMrr MEMMMetEeMeMeoME: MMMeeMMMpMIMM OMMMMpiuuMEMMMMMMMMEMMMEEM'E1 IMOM MufuuunO M.. rruurruu■ urrruurrruuuuu■ USUU UUUUUruNIMuU■uuuruUUUUS■■uue■■ 4 MEEMMMEMEEMEMEMeMMMMMEeM '.MEMMuMEMEEMEMEMMMMMp INMEMEMIWOMMeiiMMINNWIMMInin IMMMMMEMEMMEMMMMMMMMMMMMMMEMMeMEMEME' EMMMEMEEEMOMMEMMMMMEMMMMMEe Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1.2.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or if Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Re-Roofing Only) 7. Any Required Roof Testing /Calculation Documentation 123_01 -48 12/09 PAGE 1 1 Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: G-4), & e Notice of Acceptance Number: II- o3 al a 0 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: t n► b p2; ID ©l 6 P3: tD0► b Maximum Design Pressure RS 5 (From the NOA Specific System): Method of tile attachment: 9 01" --C-o D a.c1,1 e61 \JP. Roof Slope: 3 :12 Steep Sloped Roof System Description Deck Type: 1 b 'J OiYtwoo d ype Underlayment: nsulation: ir30 IR- Fire Barrier: Ridge Ventilation? N/P( astenerType & Spacing: dhesive Type: Mean Roof Height: 14A 1 04" .\6 15/&1 b #a0 lap Nau IS `�-f; n Capp ►'orn— e1I feel PJA d. -i LKd rows ype Cap Sheet: Do t y glass pot) 3 -1-k < oaf Covering: 1 o lor+hrrough ro I Hi I� Type & Size Drip Edge: 3 )(3 gckiv 123_01 -48 12/09 PAGE 4 Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for Mrwith the values from Mf. lithe Mr values are greater than or equal to the Mr values, for each area of the roof; then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P1: z X = _) - Mg: - Mid NOA Mf (P2' 1 A. m —.__) — Mg: =1141 NOA Mr (P3: 1 X 0 _.) — Mg: =11f, 3 NOA M, Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below NOA M, Mr Required Moment Resistance* Mean Roof Height 18 20' 25' 30' 40' — Roof Slope I 3:12 34.4 36.8 38.2 39.7 42.2 3:12 322 34.4 38.0 37.4 39.8 4:12 30A 32.2 33.8 35.1 37.3 5:12 28A 30.1 31.8 322 34.9 6:12 20.4 28.0 29.4 30.5 32.4 7:12 24A 25.9 27. 282 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 the Fr values, for each area of the root; then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P1: 11: = 1 w: = ) - W: 1 cos 8: = Fry: NOA F' (P2 : a 1: = 1 w: _ ) - W: 1 cos B: = Frz: NOA F' (P3 : 11: = 1 w: - ) - W: 1 cos 0: = F,y NOA F' Where to Obtain Information Description Symbol Where to find Design Pressure Pl orP2orP3 RAS 127 Table 1 or by an engiaeesing analysis prepared by PE based as ASCE 7 Mean Roof Height H Roof Slope 0 Job Site Job Site Aerodynamic Multiplier NOA Restoring Moment doe to (bad Ma NOA Attachment Resistance Mf NOA Requited Moment Resistance Calculated Minimum Attachment Resistance NOA Required Uplift Resistance F: Calculated AvemgeTileWeight W NOA Tile Dimensions 1= length NOA wr= width All calculations must be submitted to the Building Official at the time ofpemdt application. 123_01-48 12/09 PAGE 5 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method I or 2. Compare the values for Mr with the values from Mf. If the Ml values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (Pt: ppyryr�l1`b x x t9 =1314 r Mg: b165= Mrt iii'P 1 (P2:1 Whhr9, x a.,ppa��pp0 ^0s / � �j�- Mg: b 165 = Mr2' JI - 1 (P3:'OD1bxXlalma ,3b,_ mg 1,b5= Mr311ql Product Approval Mt Lj5, 5 Product Approval Mr 21 515 Product Approval Mt 451 5 Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf Mr required Moment Resistance* Mean Roof Height -' Roof Slope 1 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules 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 the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" (P1: (P2: (P3: x L = xw: =) -W: x L = xw: =_) -W: = xw: =) -W: xL x cos x cos 0 x cos 0 = Fri = Fr2 = Fr3 Product Approval F' Product Approval F' Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier A. Product Approval Restoring Moment clue to Gravity Mg Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance Mg Calculated Minimum Attachment Resistance F" Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submit ed to the building official at the time of permit application. FLORIDA BUILDING CODE - BUILDING 15.35 Z OWNER'S NOTIFICATION FORM SECTION 1524 HIGH VELOCITY HURRICANE ZONE — REQUIRED OWNERS NOTIFICATION FOR R 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contract the required roofing permit, and to explain to the owner the content of this section. The p of the Florida Building Code, Building govern the minimum requirements and standards system installations. Additionally, the following items should be addressed as part of the owner andthe contractor. The owner's initials in the designed space indicates that the ite 1. AAestitetics- workmanship: The workmanship provisions of Chapter 15 (High Vet the purpose of providing that the roofing system meets the wind resistance and water in Aesthetics (appearance) are not a consideration with respect to workmanship provisions. or architectural appearance, that are not part of a zoning code, should be addressed as p the owner and the contractor. 2. Retailing decks: When replacing roofing, the existing wood roof deck m accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation townhouses, condominiums, etc.). In buildings with common roofs, the roofing contract cupants and adjacent units of roofing work to be performed. 1112J, FING CONSIDERATIONS to provide the owner with ovisions of Chapter 15 f the industry for roofing reement between the has been explained. ity Hurricane Zone) are for sion performance standards. esthetic issues such as color rt of the agreement between ceilings: Exposed, open beam ceilings are where the underside of the r from below. The owner may wish to maintain the architectural appearance; therefore, r 'deof the decking may not be acceptable. The owner provides the option of main . Ponding water: The current roof system and/or deck of the building may not dr water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication require the review of a professional structural engineer. Ponding may shorten the life exp the new roofing system. Ponding conditions may not be evident until the original roofing c • • itions should be corrected. 6. Overflow scuppers (wall outlets): it is required that rainwater flow off so that th a_ build up of water. Perimeter/edge wails or other roof extensions may block this discharg outlets). are not provided. It may be necessary to install overflow scuppers in accordance CI• ter 15 and 16 herein and the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflo structural assembly (the building itself). The existing amount of attic ventilation shall not Exception: Attic spaces, designed by a Florida- licensed engineer or registered architect to shall not be required. Owner's/Agent's Signature: I Contractor's Signature: I Property Address: 12L01 -1$7 12/09 IDate. ICS 1 Permit Numbe have to be renailed.in e Florida Building Code. n neighboring units (i.e. and/or owner should notify f decking can be viewed ing nail penetrations of the ning its appearance. n well and may cause structural distress and may ncy and performance of ystem is removed. Ponding roof is not overloaded from if overflow scuppers (wall ith the requirements of through the interior of the reduced. liminate the attic venting, 11 390 lye )orl*h3+ MIAMI•DADE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786)3 /5-2590 F (786) 315-2599 www.miam idade,gov/bu ildine/ SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Malibu Concrete Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA #06- 0526.09 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. MIAMI DADE COUNTY APPROVED NOA No.:11- 0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This approves a system using Eagle Roofing Products Malibu Concrete Roof Tile, as manufactured by Eagle Roofing Products LLC in Sumterville, FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Test Product Applicant Dimensions Specifications Description Malibu Concrete Tile 1 =17" TAS 112 Low profile, interlocking, high pressure w = 12 W extruded concrete roof tile equipped with %," thick three nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. I = varies TAS 112 Accessory trim, concrete roof pieces for w = varies use at hips, rakes,•ridges and valley varying thickness terminations. Manufactured for each tile profile. Trim Pieces NOA No.:11- 0321.01 Expiration Date: 10/05/16 Approval Date: 05 /12/11 Page 2 of 7 2.1 EVIDENCE SUBMITTED: Test Aaenev Test Identifier PRI Construction Materials PRIO6178 Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. 7161 -03 Appendix III 7161 -03 Appendix II P0402 94 -060B 94 -084 P063I -0I Letter Dated Aug. 1, 1994 224 -47099 25- 7094 -1• 25- 7094 -7 25- 7094 -4 Project No. 307025 Test #MDC -76 25- 7183 -1 25- 7183 -2 Test Name/Report TAS 112 Static Uplift Testing TAS 102 & TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 101 (Mortar Set) Wind Tunnel Testing TAS 108 (Mortar Set) Wind Tunnel Testing TAS 108 (Nail -On) Physical Properties TAS 112 Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, New Construction)❑ Static Uplift Testing TAS 102 (4" Headlap, Nails, Battens) Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Wind Driven Rain TAS 100 Static Uplift Testing TAS 102 (2 Quik Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Battens) Date 08/23/06 Dec. 1991 Dec. 1991 Sept. 1993 March, 1994 May 1994 July 1994 Aug. 1994 Sept. 1994 Oct. I994 Oct: 1994 Oct. 1994 Oct. I994 Feb. 1995 Feb. 1995 NOA No.:11- 0321.01 Expiration Date: 10 /05/16 Approval Date: 05/12/11 Page 3 of 7 The Center for Applied 25- 7214 -2 Engineering, Inc. 25- 7214 -6 Celotex Corporation 528454 -2 -1 Testing Services 520109 -2 Walker Engineering, Inc. Evaluation Calculations Walker Engineering, Inc. Evaluation Calculations Walker Engineering, Iric. Evaluation Calculations Walker Engineering, Inc. Evaluation Calculations Walker Engineering, Inc. Evaluation Calculations Walker Engineering, Inc. Calculations Walker Engineering, Inc. Calculations Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing TAS 101 Two Patty Adhesive Set System 25 -7183 25 -7094 25 -7496 March, 1995 Sep. 199& Dec. 1998 April 1999 March 1995 February 1996 April 1 996 25 -7584 December 25- 7804b -8 1996 25- 7804 -4 & 5 25- 7848 -6 Aerodynamic Multiplier Sep. 2006 Restoring Moment Due to Gravity Sep. 2006 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. • 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. NOA No.:11- 0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page4of7 4. INSTALLATION 4.1 Eagle Roofing Products LLC Malibu Concrete Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Malibu Tile 9.5 1.417 1.04 Table 3: Restorin ! Moments due to Gravi - M. ft-lb Tile Profile Table 2: Aerodynamic Multipliers - a. (ft3) 5 ":12" Tile 7 ":12" or greater A. (ft3) Battens it (ft3) Battens Profile Battens Batten Application Battens Direct Deck Application Malibu Tile Direct Deck 6.30 0.305 6.21 0.282 Table 3: Restorin ! Moments due to Gravi - M. ft-lb Tile Profile 3 " :12" 4 "12" 5 ":12" 6":12" 7 ":12" or greater Malibu Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck. Battens Direct Deck Battens Direct Deck 6.30 6.65 6.21 6.54 6.08 6.41 5.93 6.25 5.77 6.08 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type • Direct Deck (min 15132" plywood) Direct Deck (min. 19/32" plywood) Battens Malibu Tile 2 -10d Ring Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 43.0 67.5 50.9 1 Installation with a 4" tile headlap and fasterners are located a min. of 214" from head of tile. NOA No.:11- 0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 5 of 7 Table 5: Attachment Resistance Expressed as a Moment Mr (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Malibu Tile Adhesives 28.1 s 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) for Sin le Pat Adhesive Set stems Tile Profile Tile Application Minimum Attachment Resistance Malibu Tile Polyfoam PoiyProTM 86.614 Polyfoam PolyPro7°l 45.5° 4 Large paddy placement of 54grams of PolyProw. 4 Medium paddy placement of 24grams of PoiyProTM. 5. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below }, or following statement: "Miami -Dade County Product Control Approved ". MI _4) EAGLE;;" FLORIDA MALIBU CONCRETE ROOF TILE LABEL, SUMTERVILLE. PLANT (LOCATED ON UNDERSIDE OF TILE) IDADE COUNTY APPROVED NOA No.:11- 0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 6 of 7 Table 7: Attachment Resistance Expressed as a Moment - Mr(ft-Ibf) for Mortar Set Systems Tile Profile Tile A. • lication Attachment Resistance Malibu Tile Mortar Set' 20.60 5. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below }, or following statement: "Miami -Dade County Product Control Approved ". MI _4) EAGLE;;" FLORIDA MALIBU CONCRETE ROOF TILE LABEL, SUMTERVILLE. PLANT (LOCATED ON UNDERSIDE OF TILE) IDADE COUNTY APPROVED NOA No.:11- 0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 6 of 7 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 this Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. 14411L PROFILE DRAWING MALIBU CONCRETE ROOF TILE END OF THIS ACCEPTANCE MIAMI•DADE COUNTY APPROVED NOA No.:1 ]- 0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 7 of 7 M IAMI.DWt1E COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.2ov/buildinet SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami .Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. • DESCRIPTION: Polyglass Polystick Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of.this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA # 09- 0806.07 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. MIAMI•DADE COUNTY APPROVED NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 1 of 8 ROOFING COMPONENT APPROVAL Cateaorv: Sub - Category: Material: Roofing Underlayment SBS , APP Self- Adhering Modified Bitumen PRODUCTS DESCRIPTION: Product Polystick MTS underlayment Manufacturing Location #2 Polystick IR -Xe underlayment Manufacturing Location #1 & #2 Polystick TU underlayment Manufacturing Location #1 & #2 Polystick TU Plus underlayment (Facer of Membrane with surface printing) Manufacturing Location #1 & #2 Polystick TU P underlayment Manufacturing Location #2 Polystick Tile Pro Manufacturing Location #2 MIAMI.DADE COUNTY APPROVED Dimensions Roll: 65'8" x 3'33/6" 60 mils thick Roll: 65' x 3'3-3/B" Or 65' x 3' 80 mils thick Roll: 32'10" x 3'33/6" 100 mils thick Roll: 65' x 3'33/6" 80 mils thick Roll: 32'10" x 3'33/6" 130 mils thick Roll: 61' x 3'33/6" 60 mils thick Test Product Specification Description TAS 103 A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefmic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 A fine granular /sand top surface self - adhering, APP polymer modified, 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. A heavy granuled surface self adhering, APP polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. A non - wicking fabric surfaced, self - adhering, APP polymer modified, fiberglass reinforced with a high strength polyester fabric, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt waterproofing membrane, glass -fiber /polyester reinforced, with a granular surface designed for use as a tile roof underlayment. A rubberized asphalt self - adhering, glass - fiber /polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 2 of 8 PRODUCTS DESCRIPTION: Product Polystick Dual Pro Manufacturing Location #2 Dimensions Roll: 61' x 3'3-3/8" 60 mils thick MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED: Test Agency Exterior Research & Design, LLC Trinity I ERD PRI Asphalt Technologies Momentum Technologies, Inc. MIAMIOAOE COUNTY APPROVED Test Specification ASTM D 1970 Test Identifier 11756.04.01 -1 11756.08.01 -1 02202.08.05 P5110.08.07 P10870.09.08-R1 P10870.04.09 P33360.06.10 P33370.03.11 P36900.09.11 PRIO1111 PUSA - 005 -02 -01 PUSA- 018 -02 -01 PUSA - 035 -02 -01 PUSA - 033 -02 -01 PUSA - 055 -02 -02 PUSA -083 -02 -01 PUSA - 089 -02 -01 JX20H7A RX14E8A DX23D8B DX23D8A Product Description A rubberized asphalt self - adhering, glass - fiber /polyester reinforced waterproofing membrane, specific for use as a high temperature underlayment. Designed as a metal roofing. Test Name/Report TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 TAS 103 /ASTM D4798 & G155 ASTM D1970 TAS 103 TAS 103 /ASTM D4798 & G155 ASTM D 4977 ASTM D 4977 ASTM D 2523 TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 Date 04/27/01 08/14/01 08/29/05 08/29/07 12/04/08 04/13/09 07/01/10 03/02/11 09/01/11 04/08/02 01/31/02 07/14/03 09/29/06 01/12/06 12/10/07 06/30/08 07/06/09 04/01/08 11/09/09 02/18/10 02/18/10 NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated Base Sheet: One or more plies of ASTM D 226 Type I1 or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick membranes self - adhered. Surfacing: 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 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-Y2" 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. 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.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 4 of 8 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS, TU Plus, and Tile Pro may be used in asphaltic shingles, wood shakes and shingles, non- structural metal roofing, roof tile systems and quarry slate roof assemblies. IR -Xe, TU, and TU P may be used in all the previous assemblies listed except metal roofing. Dual Pro may be used in all the previous assemblies listed except roof tile systems. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre - existing roof membrane as a recover system. 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Exposure Limitations (days) Polystick MTS MTS IR -Xe TU TU Plus TU P Tile Pro Dual Pro Winter Haven, FL. 180 180 180 180 180 180 180 Hazelton, PA. N/A 30 30 180 N/A N/A N/A 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 of Acceptance. Polystick TU and TU Plus may be used in both adhesive set and mechanically fastened roof tile applications. Polystick 1R -Xe, and Tile Pro are limited to mechanically fastened roof tile applications. Polystick MTS is limited to mechanically fastened with battens roof tile applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Polystick IR -Xe Polystick TU, TU Plus, TU P, Tile Pro Flat Tile Prohibited without battens 5:12 No limitation Profiled Tile Prohibited without battens Prohibited No limitation The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are required for both loading and installation of tiles at all times. MIAMI•DADE COUNTY APPROVED NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 5 of 8 GENERAL LIMITATIONS: (CONTINUED) 10. 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 below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. 6 Roofing Tiles (6 Max. Per Stack 12 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS, IR -Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR -Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, IR -Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro 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: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. MIAMI•DADE COUNTY 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. NOA No.: 11 -0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 6 of 8 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 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 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 Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 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'/a "/12 ", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty-Eight (48) Hours. 8. Polystick membranes 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 Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minunum 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. Brooming may be used where slope prohibits rolling. 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. MIAMI.DADE COUNTY APPROVED NOA No.: 11 -0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 7 of 8 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894 -4563. 14. 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. MIAMIOADE COUNTY APPROVED END OF THIS ACCEPTANCE NOA No.: 11- 0601.10 Expiration Date: 09 /13/16 Approval Date: 09/15/11 Page 8 of 8 MIAMI -DiADE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (HNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov/buildinet SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® A11160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA# 06- 0201.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigers. !MANMADE COUNTY APPROVED NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: 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: Product Dimensions JAUs Specifications Polypro® AH160 N/A TAS 101 Foampro ®RTF1000 N/A ProPack® 30 & 100 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 1.61bsfft 3 18 PS1 Parallel to rise 12 PS1 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. NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04 /14/11 Page 2of7 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- 062141j ASTME 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 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 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. —W 2 NAM WADE COUNTY APPROVED F'— MS NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 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® A11160 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 "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. PolyprolD AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MIAMI.DADE COUNTY APPROVED NOA No.: 11 -0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY course oak; Ksep adhesive approx. 4In. op from areeplates MANMADE COUNTY APPROVED 1) Place enough adhesive toachtove 17 to 23 Opttorpnth *hippiedom square !mho Incantectwilh the pin the steep RBcti ePPBatlam Nag through glade cement upside down. Pieta adhealva 112 �To1M�.Fromoutetdeodgoofc ro U1o. Then install the tie Undodayment Re top potion of the Dave eaurae COW Mo. Abut tomcod ammo ot pan d�rk of Oka es flush at tad Ono. Eo o closure Oulu Moen) Sheathing Opel Point •sp Morley on oleo NOA No.: 11-0124.04 Expiration Date: 05 /10/12 Approval Date: 04 /14/11 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY MIAMI DADE COUNTY APPROVED NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement Paddy (between tile) Paddy (under tile) x 3In. Single paddy on under- layment Single paddy under the Single paddy on top of tile Eave course in X T ht medium site paddy ears Fascia course only Nall through plastic cement Nall through plastic cement Underlayment Single paddy under the Single paddy between the 2lnx7inmedlum else paddy eava course only igetn.x 3 in. 4 in. s. Single paddy on under- layment Single paddy on top of tile Eave Course Fascia Weephole Ern closure Drip edge Single paddy between the PeP3' in.x 3 In. 4 In Single paddy underlayment Single pad* on top of tile Ear, Course Ewa Mute 2 in. x 7 In. medium eke paddy Dave course only Fascia END OF THIS ACCEPTANCE MIANIOADE COUNTY APPROVED NOA. No.: 11-0124.04 Expiration Date: 05/10112 Approval Date: 04/14/11 Page 7 of 7