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RF-10-1668Inspection Number: INSP- 154152 Permit Number: RF -9 -10 -1668 Scheduled Inspection Date: December 10, 2010 Inspector: Bruhn, Norman Owner: UNIVERSITY, BARRY Job Address: 190 NW 111 Street Miami Shores, FL 33168- Project: <NONE> Contractor: INFINITY ROOFING AND SHEET METAL INC Building Department Comments REMOVE AND DISPOSE OF EXISTING TILE ROOF SYSTEM AMD INSTALL NEW TILE TO TILE COLOR THRU Passe, J� Failed Correction Needed December 09, 2010 Re- Inspection Fee /Ho Vo No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Q 0 i mommie Phone Number Inspector Comments CREATED AS REINSPECTION FOR INSP- 151428. For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Parcel Number 1121360030480 Phone: (954)917 -7107 Page 13 of 13 RE: Permit # RP- q-10 16 d J:41 flrick (Print name and circle License Type) INSPECTION AFFIDAVIT licensed as a FS 468 Building Inspector License #: CC C' O 51 - q-67 - On or about Otte,4c'r 3 / R/ 0 tom° 00 , I did personally inspect the roof deck nailing and (Date & time) Secondary water barrier work at Mt) /JW /11 SM ?& f / rrr:.ii ,.SI .fej l FL (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he /she is the contractor for the above property mentioned. Swom to and subscribed before me this Notary Public, Sate of Florida at Large day of OPC nth& Al4 `General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. permit # and address # clearly shown marked on the deck for each inspection Revised on 5/21/2009 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: ipr!'cc%,v)r G 2C/0 Engineer / Architect, October 8, 2010 Infinity Roofing 1150 SW10 Ave Pompano Beach, FL 33069 Dear Sirs, Respec lly submitted, /d� /�d ergio Labiste, E 61733 C A R. 1, A B I 6 V C. RE: TILE UPLIFT TEST PROJECT INFORMATION PROVIDED BY CLIENT: 190 NW 111 St Miami Shores, FL Folio #: 11- 2136- 003 -0480 Permit#: Not Provided Date inspected: October 8, 2010 Date completed: October 5, 2010 Roofmg Contractor- Infinity Roofing Carlab, Inc Project # 10 -6303 Testing lab Certificate #: 09- 0127.04 In accordance with your request and authorization, a representative of Carlab, Inc 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 of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was estimated to be less than 3000 square feet, and the mean height of the roof is less than 20 feet above ground surface. The type of tile used for this project was reported to be Monier Slate Roof Tile. This tile was reported to have been foamed in place. At the time of this testing at least one test for every 100 square feet of roof tile in the perimeter area, one test for every 200 square feet of roof tile in the field area, and one test per corner were performed. Walking on the roof surface or any other type of disturbance may loosen the tiles and alter the results of this test. Based on our test results, we conclude that the installation of the roof tile at the above referenced project meets the test requirement outlined in the above mentioned protocol. Attached please find a copy of our test report for your review. Should you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. 8730 SW 25 STREET • MIAMI • FL • 33165 • PHONE: 305.283.3512 •FAX: 305.226.0438 Test Test load (lbf) Test Status 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 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 Test Test load (lbf) Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 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 Test Test load (lbf) Test Status 73 35 Pass 74 35 Pass 75 35 Pass 76 35 Pass 77 35 Pass 78 35 Pass 79 35 Pass 80 35 Pass 81 35 Pass 82 35 Pass 83 35 Pass 84 35 Pass 85 35 Pass 86 35 Pass 87 35 Pass 88 35 Pass 89 35 Pass 90 35 Pass 91 35 Pass 92 35 Pass 93 35 Pass 94 35 Pass 95 35 Pass 96 35 Pass 97 35 Pass 98 35 Pass 99 35 Pass 100 35 Pass 101 35 Pass 102 35 Pass 103 35 Pass 104 35 Pass 105 35 Pass 106 35 Pass 107 35 Pass 108 35 Pass } TILE UPLIFT TEST FOR Residential Home 190 NW 111 St Miami SHores, FL Project#: 10 -6303 8730 SW 25 STREET • MIAMI • FL • 33165 • PHONE: 305.283.3512 •FAX: 305.226.0438 Test Test load (lbf) Test Status 109 35 Pass 110 35 Pass 111 35 Pass 112 35 Pass 113 35 Pass 114 35 Pass 115 35 Pass 116 35 Pass 117 35 Pass 118 35 Pass. 119 35 Pass 120 35 Pass 121 35 Pass 122 35 Pass 123 35 Pass 124 35 Pass 125 35 Pass 126 35 Pass 127 35 Pass 128 35 Pass 129 35 Pass 130 35 Pass 131 35 Pass 132 35 Pass 133 35 Pass 134 35 Pass 135 35 Pass 136 35 Pass 137 35 Pass Test Test load (lbf) Test Status Test Test load (lbf) Test Status 8730 SW 25 STREET • MIAMI • FL • 33165 • PHONE: 305.283.3512 •FAX: 305.226.0438 1- z d' in C A R L A B, I N C. MORO= AND PLANNERS CERTIFICATE OP AUTHORIZATION 6419 1930 &W. 23 8C. SOAK FL 33166 TED 306 283.3512; PAID 906 2260436 I— 54 H x H U + 0 CHIM C + LEGEND 0: + + FIELD TEST PERIMETER TEST CORNER TEST DENOTES CHIMNEY BROKEN TILE TO BE FIXED PRIOR TO FINAL APPROX. ROOF TEST L❑CATI ❑NS AND DIMENSIONS 4- l� BUILDING PERMIT APPLICATION FBC 2004 >0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) BARRY UNIVERSITY Owner's Address 11300 NE 2 AVE City MIAMI SHORES Tenant/Lessee Name Miami Shores Village Building Department State FL Zi 33161 Job Address (where the work is being done) 190 NW 111 ST City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # 11- 2136- 003 -0480 Is Building Historically Designated YES NO Contractor's Company Name INFINITY ROOFING AND SHEET METAL, INC. Phone # 9M- 917 -7107 Contractor's Address 1150 SW 10TH AVE STE 201W City POMPANO BEACH state FL Z i p 33069 Qualifier Name JOHN B MITALA Phone # 954-8494778 Certificate of Competency No. State Certificate or Registration No. CCCO57467 Architect/Engineer's Name (if applicable) Phone # Value of Work For this Type of Worms Ac'f�„ " ` ❑Alteeation El New ❑ Repair/Replace 0 Demolition Describ& Permit Fee $ Phone # residential seamless aluminum gutters and downspouts. Permit No. Master Permit No. Kr-el-10- 160 .x,305 89a 315 VT. Square / Linear Footage Of Work: /55 4;!'6l > t ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** v Submittal Fee $ ,.r CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side —> Bonding Company's Name (if applicable) N/A Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent The foregoing instrument was acknowledged before me this The forego g instrument was acknowledged before me this i day of , 20 , by , day of darn bie , 20 / , by JOHN B MITALA who is personally known to me or who has produced who i ersonally known 'o m r who has produced As identification and who did take an oath. as identi - 'a` '0 NOTARY PUBLIC: Contractor NOTARY P JAVIER MARTINEZ Notary Peek - State of Rorlda My Comm. Expo Jun 10, 2019 Commiulon it D0 ell.146 Sign: Sign: Print: Print: My Commission Expires: My Com fission Expires: APPLICATION APPROVED BY: (Revised 07/10/07) /42 o Plans Examiner Engineer Zoning APPROVE ZONING DEPT BLDG oar rs• iarrrt shore *:vt INFINITY ROOFING a SHEET METAL Licensed - Insured CCCO57467 1720 NW 22nd Court Pompano Beach, FL. 33069 November 19, 2010 City of Miami Shores C/O Building Department - Mr. Norman Bruhn 10050 NE 2 Avenue Miami Shores, FL 33138 RE: Permit # RF -9 -10 -1668- Revision to Permit Dear Mr. Bruhn, Thank you. Sincerely, Infinity Ro and Sheet Metal Inc. Infinity Roofing and Sheet Metal Inc will comply with an alternative method of construction per the current Florida Building Code 104.11 on the house located at 190 NW 111 Street, Miami Shores, FL by installing new seamless aluminum gutters in lieu of extending the edge and /or perimeter tiles a minimum of 3 /4" to 2" beyond the drip edge. If you have any questions or if I can be of further assistance please contact me at your convenience. Phone: (954) 917 -7107 Fax: 954-917-7108 email - jmitala @bellsouth.net BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) BARRY UNIVERSITY Owner's Address 11300 NE 2 AVE City MIAMI SHORES State FL Tenant/Lessee Name 4I/3 Roofing Job Address (where the work is being done) 190 NW 111 ST City Miami Shores Village County Miami -Dade FOLIO / PARCEL # 11- 2136- 003 -0480 Is Building Historically Designated YES NO Contractor's Address 1150 SW 10TH AVE STE 201 W City POMPANO BEACH Qualifier Name JOHN B MITALA State Certificate or Registration No. CCCO57467 Miami Shores Village Building Department /0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 State FL Type of Work: DAddition DAlteration , + [New Describe Work: emote, Q''& . �J� = ' or ' , oikn Structural Review. $ Ceioft Tik Au e Master Permit No. Phone # 305,- gey -3915 Zip 33161 Phone # /IJ`ft Contractor's Company Name INFINITY ROOFING AND SHEET METAL, INC. Phone # 954 -917 -7107 Architect/Engineer's Name (if applicable) 4114 Phone # Permit No.R 1 0 - 1 X0(1 Zip Zip 33069 Phone # 954- 8494778 Certificate of Competency No. Value of Work For this Permit $ 14,280.00 Square / Linear Footage Of Work: r2O11 S/f. Submittal Fee $ " - ()) Permit Fee $ ?CO CCF $ CO /CC See Reverse side -+ S FP�l� 2o1Q � � ❑ Demolition Notary $ Training/Education Fee $ Scanning $ Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Total Fee Now Due $ 3 84. Technology Fee $ Zoning $ Bonding Company's Name (if applicable) N/A Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) N/A 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 a reinspection fee will be charged. inspection will not be app ./# Signature Signa Owner or Agent The foregoing instrument was acknowledged before me this 1 Sr The foregoin day of S , 20 16 , by VW ( 4 c . ; ) Ut , day of who is personally known. o me or who has produced who is NOTARY PUBLIC: Sign: Print: APPLICATION APPROVED BY: (Revised 07/10/07) As identification and who did take an oath. Contractor instrument was acknowledged before me this l� 14' 20 /O , by JOHN B MITALA y cejA ersonally known to me a 'p ,'w o.i .'e. :.r. c "4,,, •, JAVIER MARTINEZ I. '.I. Notary Public - State of Florida My Comm. Expires Jun 10, 2013 '• • Commission di 00 898148 as identi ae Aide IC a Z NOTARY P Sign: Print: My Co ssion Expires: r who has produced My Commission Expires: l ' * Z, ioi 0 *** *, *r,�,r,�*** * * * ******* *�r err ** * ** *** * *,r**** * * **** ** *, * ** **** *** * *** **** * **** *** * ** *** * *,r *** **** *,r * * * *** Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF RRST INSPECTION PERMIT NO. TAX FOLIO NO. 11-2138-003-0480 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 property and street/address: 190 NW 111 ST MIAMI SHORES MIAMI SHORES EXT PB 43.40 LOT 16 BLK 220 LOT SUE 104.500 X 122 OR 11854 -2554 0783 5 2. Description of improvement: Remo[ HoSue 3. Owner(s) name and address: BARRY UNIVERSITY, INC. 11300 NE 2ND AVE. MIAMI FL 33161 Interest In property: Name and address of fee simple titleholder. 4. Contractor's name, address and phone number INFINRY ROOFING AND SHEET METAL, INC. 1150 SW 10TH AVE STE 201W POMPANO BEACH FL 33069 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. NA Amount of bond $ 6. Lender's name and address: NA 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, address and phone number. NA 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(3), Florida Statutes. Name, address and phone number. NA 9. Expiration date of thls Notice of Commencement (the expiration date Is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE • COMMENCEMENT. Signature(s) of By 123.01 -S2 PAGE 3 11/07 Signature(s) of Owner( BY Print Name Title/Office STATE OF FLORIDA COUNTY OF MIAMI- DA�DE The forego! i a �wledged before me this 1 Sf day of By nstru eo ub SEAL) OR sixrs q • .� A rai/ Pu er(s)'s Authorized Officer /Director /Partner/Manager who signed above: S TAT F t t Mir UN 8>1s i ADE I HEREBY CERTIFvOct Mt11- d11 f t( '' °rift , A.D. 20 my hen end (Vida Sad V •� . . k 4,1�1 . .,,�, 1111111111111111 CFN 201080635211 OR Bk 27425 Ps 3900; (fps) RECORDED 09/20 /2010 09:12:41 HARVEY RIJVIN? CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE Space above reserved for use of recording office Authorized Officer/ Director /Partner/Manager fre�q sled by hn 1' 1 ' 1 ' 1 -'l S I By 1154 ✓ I Q 1fi !Writ, S l l` 2 01 w> j'fa , Print Name Reek) Y dirWelG' Title/Office Individually, or as for Personally known, or ❑ produced the following typ f identiflcation• Signature of Notary P Ilc: Nam Print e: VERIFICATION PURSUANT TO SECTION 92.525. FL IDA STATUE Under penalties of perjury, I declare that I have read the f oregoing ano that the facts stated in it are true, to the best of my knowledge and belief. nfFink Jeffry J Y My Commission DD613542 Expires 11/12/2010 CoullyCouris C. 1. Fire Directory Listing Page 2. From Product Approval: 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 of ProduttApbtoyal • • • • • • • 5. •• ••• •• • • • •• Municipal Permit Applications r ;„_ 6. Owners Notification fob nsl ,;rte, s h;�ogng Only) 7. . ' • •• • • Any Required Roof Tes&tn ! a o g r • `PL" tati ®n: 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 4,5,6,7 Prescriptive BUR -RAS 160 A,B,C 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 1,2,4,5,6,7 Wood Shingles and Shakes A,B,D Other As Applicable 1,2,3,4,5,6,7 SECTION 4402.14 10 -1,QH HIGH - VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION Miami Shores Village Iorida Building Code Edition 2007 APPROVED j BY - OATIH V ZONING DEPT BLDG DEPT COMP ETE THE NECESSARY SECTIONS OF SUBJECT TO COMPLIANCE WITH AU. FEDERAL HE UNIFORM ROOFING PERMIT STATE AND COI MTV RULES AND REGULATIONS A PPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: FLORIDA BUILDING CODE — BUILDING locity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE ATTACHMENTS REQUIRED: ROOF ASSEMBLIES AND ROOFTOP STRUCTURE SEP ; i� • • • • • • • • • • • ••• • • • • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES ❑ Low Slope ❑ Asphaltic Shingles FLORIDA BUILDING CODE — BUILDING Florida Building Code Edition 2007 High - Velocity Hurricane Zone Unfform Permit Application Form. 4ecfi^^ a ;ro�e�i��.m�w..�i Master Permit No. Process No. Contractor's Name -- L 1. 6111 - 111 g (4611 ant' � 2/�Q � We o Job Address 190 AO 1 1 S Ty�Q Kam i Aorej 1 FL ❑ Mechanically Fastened Tile ❑ Metal PaneUShingles ❑ Prescriptive BUR -RAS 160 ROOF TYPE ❑ New Roof Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Al 2® �Jf- ction R IRenf Plan) Sketch Roof Plan: illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. • • •• • • • .•. • • • •• • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • • • • • • • • • • • • • •• • •- • • • • • .. • • • • • • • • •• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • Mortar dhesive S eI ile ❑ Wood Shingles /Shakes ❑ Repair ❑ Maintenance • • • • • • Total (SF) 2.00IiS.% •• ..... • • • .. •••• • ▪ . .... . • .. • .. • • . , • ' ■ •. • • • • .; •. . sees.. •.•. • • • • • • • ••• 1 .... . • • .•.. • •• • • • • • 10Fr 311 1--- l3Fr Ibfr PbFf Fr AP'V' 1 2.PPr Roof ''e D 1 Roof System Manufacturer: gir Jpj S Notice of Acceptance Number: 07--/N5, to 107-09-11.03 Minimum Design Wind Pressures, if Applicable, From -_ S 127 or Calculations))• P1: 45 P2: 950 / P3: y'5o i Maximum Design Pressure (From the Prodffitpproval Specific System): ROOF ASSEMBLIES AND ROOFTOP STRUCTURES FLORIDA BUILDING CODE — BUILDING Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steen Sinned Ronf System) Root Slope: ' :12 Ridge VeptIt ion? Mean Roof Height: /02 fr Deck Type: r 5 n CJJ c ia \ Type Underlayment: / ; /7 Insulation: ,,t)/ Fire Barrier: 1 Adhesive Type: Type Cap Sheet: "! Roof Covering: p1'�l�e/ &sXof y '/o .••\" VW0JZ Eip' .•. t d g e. . • . • • • • • . . . . . • •• • • ••• • . • . • •• J o TU a-5 • • •• • ••• •• • • • • • • • • • • • • • • •• • • • • • • • • • • •• • •• • • • • • • ••• • • • t/U4n1Ze r,f I /q "rin5 ,shwa nails ald age Fastener Type & Spacing: 6"0,G /ep elot /2 Alle/ed • ad.-iwo Ads. ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ROOF ASSEMBUES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Penult Application Form. Section F ITile— CalculatienS) For Moment based tile systems, choose either Method 1 or 2. Compare the values for M with the values from Mf. If the Mf values are greater than or equal to the M values. for each area of the roof. then the tile attachment method is acceptable. �g Method 1 "Moment Baasedd Tile Calculations Per RAS 127" tP1: � x A 10..3/3 =035 Mg:8 03 = M b,055 Product Approval Mr 4 (P2: ! _° / X A 0.313 4 44- Mga8• Q 3 = M 02/, ?" Product Approval Mf 40. / (P;: ' I X A ® 0 ` 3/'3 A v14.. M �o v 3 = M /' 33G 3 Product Approval Mf 0 ! Method 2 "Simplified Tile Calculations Per Table Below" R. wired Moment of Resistance (Mrt From Table Below Product A r royal M M re • uired Moment Resistance* Mean Roof Height - Roof S IP xL = xw:= xw := X w: = (P,: x L (P x: x FLORIDA BUILDING CODE — BUILDING *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Bo rtl of Rules and Appeals. For Uplift based rile systems use Method 3. Compared the values for F with the values for Fr. If the F values are greater than merino; 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" - W: x cos B = Fri ) - NV: _ cos B =F f - W: x cos B = F,t ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • • •• • • • ••• Product Approval r Product Approval F' Ptmfuct Approval r • • • ere to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 Ur by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slone 0 Job Site Aerodynamic Multiplier A Product Approval Restoring Moment due to Gravity M Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance M Calculated Minimum Attachment Resistance F •• ••• • • • • • Product Appmv4 • • • • • • •• • • Required Uplift Resistance Fr ♦ • • t •• ••• •• Calculated • • • • • • •• Average Tile Weight W Product Anpm val Tile Dimensions L. length W = width Avers • • • • • • • • • Product Approval • • • • 1111111 • • • • r • • • •• • • • • • ••• All calculations must be submitted to the building official at the time of permit application. • • • ROOF ASSEMBUES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Penult Application Form. Section F ITile— CalculatienS) For Moment based tile systems, choose either Method 1 or 2. Compare the values for M with the values from Mf. If the Mf values are greater than or equal to the M values. for each area of the roof. then the tile attachment method is acceptable. �g Method 1 "Moment Baasedd Tile Calculations Per RAS 127" tP1: � x A 10..3/3 =035 Mg:8 03 = M b,055 Product Approval Mr 4 (P2: ! _° / X A 0.313 4 44- Mga8• Q 3 = M 02/, ?" Product Approval Mf 40. / (P;: ' I X A ® 0 ` 3/'3 A v14.. M �o v 3 = M /' 33G 3 Product Approval Mf 0 ! Method 2 "Simplified Tile Calculations Per Table Below" R. wired Moment of Resistance (Mrt From Table Below Product A r royal M M re • uired Moment Resistance* Mean Roof Height - Roof S IP xL = xw:= xw := X w: = (P,: x L (P x: x FLORIDA BUILDING CODE — BUILDING *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Bo rtl of Rules and Appeals. For Uplift based rile systems use Method 3. Compared the values for F with the values for Fr. If the F values are greater than merino; 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" - W: x cos B = Fri ) - NV: _ cos B =F f - W: x cos B = F,t ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • • •• • • • ••• Product Approval r Product Approval F' Ptmfuct Approval r • • • SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the rooting contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for rooting system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water Intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or archleotural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. !! 2. Renaitirrg Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed color to removing the existing roof system). ite 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. -. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. ICE 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): it is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wail outlets) are not provided. it may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. ISfe 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the Interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to r dal vent(%) which can result in extending the service life (Atha root. 11300 NW 2N0 AVE MIAMI SHORES Property Address Permit Number Rev? ,Gbmputer SeMce% Bulidi n9 Department _LIIi ijkio Date •• ••• • • • • • •• • • • • • • 00 ••• •• • • • •• • ••• • ••• •• • • • • • • • • • • • • • • •• • • • • • • • • • • •• • •• • • • • • • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• 10 • • • •• •• 000 • • • ••• • • Primary Zone: 0800 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/2 Floors: 1 Living Units: 1 Adi Sq Footage: 1,355 Lot Size: 12,749 SQ FT Year Built: 1940 Legal Description: MIAMI SHORES EXT PB 43-40 LOT 16 BLK 220 LOT SIZE 104.500 X 122 OR 11854 -2554 0783 5 Year: 2010 2009 Taxing Authority: Applied Exemption/ Value: Applied Exem Taxable Value: Regional: $173,128/$0 $257,300/$0 County: $173,128/$0 $257,300/$0 City: $173,128/$0 $257,300/$0 $257,300/$0 School Board: $173,128/$0 Folio No.: 11 -2136- 003 - 0480 190 NW 111 ST Property: Mailing Address: BARRY UNIVERSITY 11300 NE 2 AVE NO MIAMI FL 33161 -6628 ear: 2010 2009 Land Value: $69 866 ti 146,924 Buildlns Value: $103,262 110,376 arket Value: $173,128 257,300 :. _ . �, : _ $173,128 257,300 Property Information Map iamidade.go Property information Map Aerial Photography - 2009 0 112 ft This map was created on 9/13/2010 4:53:12 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. My Home Miami -Dade County, Florida •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• • ••• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • Summary Details: Property Information: Assessment Information: Taxable Value Information: Page 1 of 1 ••• • • • • ••• • • • • • • • • • • • • 0 • • • • • • • • • • • • • • • • • • 00 •• • • • •• • •• • http: / /gisims2 .miamidade.gov /myhome /printmap. a sp? m = h /r gisims2.miamidade.go... 9/13/2010 MMI�DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polystick P, Basik, IR/IRX, TU, TU Plus, TU Polyester and MU 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. providfd a9erby t1 o'manufacturer or its distributors and shall be available for inspection at dip job rt,g40 d4he Building Official. • • •• • • •• • • This NOA revises NOA No. 06- 0505.01 and consists of pages 1 throu The submitted documentation was reviewed by Jorge L. Acebo. • • • • • • • • • • • _ • L/ • • • • •' • • • •• • • • • • - • •• • • • • • • • • •• • •• • • • • • • • • • • ••• 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 •• • • • • •• • • • • • • • • • NOA No.: 07-1025.10 x E Date: 09/13/11 Approval Date: 04/10 • Page 1 of 6 • • — ▪ •• • ROOFING COMPONENT APPROVAL Category: Sub - Category: Material: PRODUCTS DESCRIPTION: Product Polystick P underlayment Polystick Basik underlayment Polystick IR/IRX underlayment Polystick TU underlayment Polystick TU Plus underlayment (Facer of Membrane Labeled in Orange or Black Ink) Polystick TU Polyester Polystick MU underlayment Test Dimensions Specification Roll: 75' x 3' 40 mils thick Roll: 65'8" x 3'3- 60 mils thick Roll: 65'8" x 3'3- 80 mils thick Roll: 32' 10" x 3'3 100 mils thick Roll: 65'8" x 3'3 - 80 mils thick Roll: 32' 10" x 3'3 -3/8" 130 mils thick Roll: 65'8" x 3'3- 80 mils thick Roofing Underlayment SBS , APP Self- Adhering Modified Bitumen ASTM D 1970 A polyethylene top surface, self - adhering, SBS polymer modified bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. ASTM D 1970 A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use an underlayment for metal roofing. TAS 103 and A fine granular /sand top surface self - adhering, ASTM D 1970 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 non - wicking fabric surfaced, self- adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use an an 'i?�ddarla it AIM roof assemblies. Desiinedhtse roofing and roof tile TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 TAS 103 and ASTM D 1970 • • •imderlxymenit. • • • • • • • • • • • • • • • • • • • • •• • • Product Description • ••• •• • • • • • • • • •• • • • • . •• • • • • • •• • ' NOA No.: 07- 1025.10 Expiration Date: 09/13/11 • • • • • • • • • Approval Date: 04/10/08 • • • ••• • • • Page 2 of 6 • • • • • • • • • •• •• • • • •• •• • • • • ••• • • EVIDENCE SUBMITTED: • Test Agency Test Identifier Test Name/Report Date Exterior Research & Design, LLC #11756.04.01 -1 TAS 103 04/27/01 #11756.08.01 -1 ASTM D 1970 08/14/01 #02202.08.05 TAS 103 08/29/05 Trinity ( ERD #P5110.08.07 TAS 103 08/29/07 PRI Asphalt Technologies PRI01111 ASTM D 4977 04/08/02 PUSA - 005 -02 -01 ASTM D 4977 01/31/02 PUSA -018 -02 -01 ASTM D 2523 07/14/03 PUSA- 035 -02 -01 TAS 103 09/29/06 PUSA -033 -02 -01 ASTM D 1970 01/12/06 Momentum Technologies, Inc. JX20H7A ASTM D 4798 04/01/08 ASTM G 155 INSTALLATION PROCEDURES: Deck Type 1: Wood, non- insulated, new construction Base Sheet: One or more plies of ASTM D 226 Type II 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. 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-W 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 tapPrl witl�i 6 'lei gf p g 3 er l ayment. The flashing tape shall be pressed in place and formed around the.Ordtesidia to $n /tight fit. A second layer of Polystick shall be applied over the underlayment. • ... • ... .. • • • • • • • • • • • • • • .. • • • • • • • • • • .. • . • . • • • • • • • • • • NOA No.: 07- 1025.10 Expiration Date: 09/13/11 ••• • • . • . •... Approval Date: 04/10/08 • • • • • • • • • • • • Page 3 of 6 • • • ... • • • • • • • • • • • • • • •. .. • • • •. •• ... • • • •.. • • Tile Profile Polystick IR/IRX Polystick MU Polystick TU, TU Plus TU Polyester Flat Tile 5:12 No limitation No limitation Profiled Tile Prohibited 5:12 No limitation GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick P, Basik and IR/IRX 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, Basik, IR/IRX, TU, TU Polyester and MU Underlayments shall not be left exposed as a temporary roof for longer than 30 days after application. Polystick 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 file manufacturer's Notice. Polystick TU, TU Plus and MU may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR/JRX is limited to mechanically fastened roof tile applications. Polystick TU Polyester may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as described below: 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. 9. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass Tile loading detail for loading procedure. 6 Roofing Tiles (6 Max. Per Stack) 12 • • • • • • • • •• • • • • • \ • • • • • •• • • • • • • •• r • • • • • •• • ••• • ••• •• • • • • • • • • • • • • • • •• • • • • • • • • • • •• • •• • • ••• • • • • • • • • • • • • •• •• • • • •• •• ..• • • • ••• • • • • • • NOA No.: 07- 1025.10 Expiration Date: 09/13/11 ... • • • • • • . • Approval Date: 04/10/08 • • • • • • • • • • Page 4of 6 • • • ••• • • • GENERAL LIMITATTIONS: (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, TU Polyester & MU may be used with any approved roof covering Notice of Acceptance listing Polystick P, Basik, IR/IRX, TU, TU Plus, TU Polyester & MU as a component part of an assembly in the Notice of Acceptance. If Polystick P, Basik, IR/1RX, TU, TU Plus, TU Polyester & 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: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. 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 - nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus and Polystick MU should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back - nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashi rCe ni Ilul l4l 4kemium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Aagte4ieric liing.Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade sudistiri,apbliEd'iabe1wweadie application of the lap. The use of mastic between the laps does not apply to Polystick Basik. 5. A maximum of 6 tiles per stack are allowed when►loading the en the u Refer to the Polyglass Tile Loading Guidelines. • • • • • •• • • • • • • • • • • •• • •• • • • • • • • • • • • • NOA No.: 07- 1025.10 Expiration Date: 09 /13/11 ••• • . . • • •. • . . Approval Date: 04/10/08 • • • • • • • • • • • • • Page 5 of 6 • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 6. Battens and/or Counter - battens, as required by the tile manufacturers NOA's, must be used on all projects for pitch/slopes of 7 "/12" or greater. It is suggested that on pitch/slopes in excess of 6 1/4"/12 ", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 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 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 minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self - adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. 11. All approved substrates should be dry, clean and properly prepared, beforc any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800) 894 -4563. 13. Polyglass offers a 10 year Limited Material Warranty on all properly installed Polystick self - adhered underlayments. Warranty must be requested and registered by Polyglass to be in force. 14. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1(800) 894 -4563. 15. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofmg Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE •• ••• • • • • • • • • • •• ▪ • • • • • ▪ ••• • • • • • •• • •• • . •• • ••• • •• • • • • • • • • • • • •• • • •• • • • • • • ••• • • •• • • • • • • • • • • • • • NOA No.: 07.1025.10 Expiration Date: 09/13/11 ... ••• Approval Date: 04/10/08 • • • • • • • • • Page 6 of 6 • • • ••• • • • • •. • • • • • • • • • •• •• • • • •• •• ••• • • • • ••• • • MIAMIOADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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® AH160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01 -0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by JRrge L. Acebo. • • /••} • • • • • •• fir• • • • • • • • • • ••• •• • • • •• • • • • • • • • • • • • • • • NOA No.: 06- 0201.02 • • • • • • • , • ; • ; • • txDiration Date: 05/10/11 • • • • • • • ; • • ; • • • • • • `4 proval Date: 04 /13/06 • Page 1 of 7 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • 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 ••• • • • • • • • • • • • • • •• •• ••• • • ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: 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 Polyproi1 AH160 Foampro® RTF1000 ProPack® 30 & 100 PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Roofing Roof tile adhesive Polyurethane Dimensions Test Specifications N/A TAS 101 N/A N/A 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. Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 Closed Cell Content ASTM D 2856 1.6 lbs./ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 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 pii eet. lormpi Ininifaetaring variation. • • •• • • • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • •• • •• • • ••• • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment Results . •• • • ,NOA No.: 06- 0201.02 •. 1{,x1$iration Date: 05/10/11 • ` ¶jTproval 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 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® All160 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 Polyproo 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. I F ' l2 F = MS .. ••• • • • • • •• • • • • • ••••••••• • • .. ... .. • .... • ••• • ••• • • • • • • • • • • • • • • • • • • • •• • •• • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• es ••• • • • ••• • • • •• .' .NOA No.: 06- 0201.02 '. rapiration Date: 05 /10/11 '.' 'Atproval Date: 04 /13/06 Page 3 of 7 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) N/A Flat, Low, High Profiles #1 35 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 INSTALLATION: 1. Polypro® A11160 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® A11160 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. 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. LABELING: All Polypro'I AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building. .da in e; t/ptoiletly evaluate the installation of this system. • • • • • • • • • • • • •• ••• •• • • • •• ••• ••• • ; ••;• • . 0201.02 • • 6 • • • . • • • • • j • • 1 ration Date: 05/10/11 • • • • • • •. • • • • • �,p�roval Date: 04 /13/06 • Page 4 of 7 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • through plastic cement *a EveCowse 10In. Nall through plastic cement Dadartayment Emboss ss 10 in: Eave course only: _ hom�o adhesive 4 h up 2I Paddy Rene* Ile) Paddy (Beneath De) Pasch Eves NaH through plastic cement nderlayment Ewa Come Eave course only: Kap adhesive tgrprox. 4 lo. up from weeplales 1)t�ceenough adhesive to achieve 11 to e tor sauce inches Inca twihthepantile a 2) Turn Cars apabs down. Place adhesive lR N` To 1 ht From outside edge of cover Me. i Then Install the me. � Nd bough plastic cement lop portIon of tin save and our cauae cover tgn. .` •'/ Mad to second come of pan nsureeve end af ��/ Mid atearebe. bong shoo) Ewa closure rieepho a Fascia 4.0 000,0 p rol. Optional Poth up Vertu on longitudinal edPs of lb ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Paddy (Beneath lb) .. ... • • • • • .. • • • • • • • • • .• ••• •• • • • •• Fascia 19aephoIe Ens done Ddp adpa • • • • ••• •• • • • 10A NP,: 06 0101.02 • • •Expitititf i Vtate:95t10/11 • • • *Approval Dote: 011113/06 Page 5 of 7 • •• • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •. •• ••• • • • ••• • • ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY .. ... • • • • • • • • • • • • • • • • •. •.• •• • • • •• • ••• • • •••• •• • • • tiOA 1 : 06r0I01.02 • • • •ExpIntien pap:V/10/11 • • • • *Approval Date: 04 /13/06 Page 6 of 7 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • .• •. • • • •. .. ••• • • • ••• • • ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Sap paddy under tile Sidle paddy between Cite 21n. x 7 in medium � Sze paddy eave ►. cowse only • END OF THIS ACCEPT4 W(j .. •.. • • • • • .. • • • • • • • •' : 'lam NV064201.02 • • • • . gpi atien Vate::05:10 /11 • :' :..Approval bole:114713 /06 Page 7 of 7 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • MIAMIsDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MonierLifetile, LLC 200 Story Road Lake Wales, FL 33853 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. 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 tl?dsetby the farturel or its distributors and shall be available for inspection at the job site at ttarequect of fhd;BLil&dg !Official. •• ••• •• • • • •• This revises NOA# 07- 0228.03 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. • • • .•• • • • •• • • •.. •. • • • • • • • : NOANe : 47 1711.03 • • non Date:• Approval Date: 0907/0 Page 1 of 7 • • • • • • .• • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: SCOPE: This new NOA approves a system using MonierLifetile Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile, as manufactured MonierLifetile LLC and described 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 the installation section herein. The attachment calculations shall be done as a moment based system. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions MonierLifetile LLC I= 17" Saxony 900 w =13" 1-5/32" thick Slate 1- 9/32" thick Shake & Split Shake Trim Pieces 1= varies w = varies varying thickness SUBMITTED EVIDENCE: Test Agency 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. Roofing Flat Profile Roofing Tiles Concrete Test Identifier 7161 -03 Appendix III 94-084 94-060A 25- 7183 -6 25- 7183 -5 Test Specifications TAS 112 TAS 112 Product Jescrintlon Flat profile, interlocking, high- pressure extruded concrete roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 102 (2 Quiff- brrive ciws,•Isirest •'Feb. 1995 • Mkt ..••• Static U111ft Testing • • PA 102 (2 Q tic Drib e Screw, Battens) • • • i • • • • NOANo.: *7.3711.03 • • • •Exi catlori Hater •114/26/12 Approval Date: 09 /07/07 • • ••• Page2of7 • • • • • • • ••• • • • • • • •• • • • • • ••• • • • • • • • • • • • • • • • • Date Dec. 1991 May 1994 March, 1994 Feb. 1995 Test Agency 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. Atlanta Testing & 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 Engineers Test Identifier 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 PO402 Project No. 307025 Test #MDC -77 R1.894 R2.894 R3.894 520109 -1 520111 -4 520191 -1 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Evaluation Calculations 130 Test Name/Report 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 Physical Properties PA 112 Static Uplift Testing PA 101 Static Uplift Testing PA 101 25 -7094 25 -7496 25 -7584 25- 7804b -8 25 -7804-4 & 5 25-7848-6 25 -7183 Aerodynamic Multipliers Two Patty Adhesive Set System Restoring Moments Due to Gravity TAS 112 •• ••. • • • • • • • • • .• ••• •• • ... • • • • • • • • • • • • • • •• • • • • • • • • • • • • .• • • • • • • ••. • • • ••. • • • • • • • • ••. • • • • • • • Date March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Aug. 1994 Dec. 1998 March 1999 February 1996 April 1996 December 1996 March 1995 January 2007 April 1999 February 2007 January 2007 • ••• •• • • • • • • • :NOANo.: 4741711.03 • •ExpVation D]<te1.474/26/12 Approval Date: 09/07/07 Page 3 of 7 • • • • • • • • •• • • Table 3: Restorin . Moments due to Gravi - M ft-lb Tile Profile 2 ":12" 3 ":12" 4 ":12" 5":12" 6 ":12" 7 ":12" or greater Saxony 900 Slate, Shake & Split Shake Battens Direct Deck Battens Dir t -'- k Battens Direct Deck Battens Direct • Deck. Battens • • • Direct Desk • Battens Direct Deck 7.16 8.12 7.08 .03 6.97 7.91 6.82 : • • 7.74: • • • ••• • � ••• • • •• •• • • 6.46 • 7.34 Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight W (Ibf) Length -I (ft) Width -w (ft) MonierLifetile Saxony 900 Slate, Shake & Split Shake 11.5 1.417 1.08 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 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. 4. Minimum underlayment shall be in compliance with the applicable Roofmg Applications Standards listed section 4.1 herein. 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. 6. This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. INSTALLATION: 1. MonierLifetile Saxony 900 (Slate, Shake & 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. 2. Data For Attachment Calculations • • • • • • • • • • • • • .•• • ••• •• • • • • • • • :NOA v:17. 711.03 • • • • •Expiration Date:•a4 /26/12 Approval Date: 09/07/07 • • • • • • • • • Page 4 of 7 • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • Table 2: Aerodynamic Multipliers - X ft Tile X (ft ; Profile Batten Application Direct P -, • ; cation MonierLifetile Saxony 900 0.289 0.313 Slate, Shake & Split Shake I LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 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. 4. Minimum underlayment shall be in compliance with the applicable Roofmg Applications Standards listed section 4.1 herein. 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. 6. This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. INSTALLATION: 1. MonierLifetile Saxony 900 (Slate, Shake & 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. 2. Data For Attachment Calculations • • • • • • • • • • • • • .•• • ••• •• • • • • • • • :NOA v:17. 711.03 • • • • •Expiration Date:•a4 /26/12 Approval Date: 09/07/07 • • • • • • • • • Page 4 of 7 • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • Table 4: Attachment Resistance Expressed as a Moment - MI (ft-Ibf for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Saxony 900 Slate, Shake & Split Shake 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 Screws 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Feld 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 (Feld Clip) 35.5 35.5 34.8 2-10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 Table 5: Attachment Resistance Expressed as a Moment M (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Adhesive 31.3 1 See manufactures component approval for Installation requirements. 2 Dow Chemical TIIeBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mt (ft Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & S • lit Shake Polytoam PolyProT"" ' ° Pol oam Po ProTM 40 44 3 Large paddy placement of 45 grams of PolyProTM. 4 Medium paddy placement of 24 grams of PolyProTM. Table 5B: Attachment Resistance Expressed as a Moment - Mf (ft -ibf) for Mortar Set Systems Tile Profile Tile Application • • • Attachment • • : :: QOSiS 4'ff • MonierLifetile Saxony 900 Slate, Shake & Split Shake Mortar Set • • • .: .• : : :439: •• OOOOO • . • 5. Tile -Tite Roof Tile Mortar • ••• • ••• • • • • • • • 1 • • • • • • • •N }� 171711.03 • • • • • • • • OA ot: • • • • • • • 'Expilration Hate: •04/26/12 Approval Date: 09 /07/07 Page 5 of 7 ••• • • • • ••• • • • 0 • . • • • • • • • ••• • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 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 ". 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 system. NAIL HOLES MONIERLWETILE LLC, SAxONY 900 TILE (LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE PROFILE DRAWING 17 " OVERLAY WATERLOCK 13 • •• ••• • • • • • • • 1 5/32 ° (slate) 1 9/32 ° (shake) • • • •• • • •• ••• •• • • • •• MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SLATE MODEL) • ••• • ••• •• • • • • • • • • • • • • • • • • : NAA :1Is.: 07:0711.03 • • • • •Expiration &a:4164/26/12 Approval Date: 09/07/07 Page 6 of 7 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PROFILE DRAWING MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SPLIT SHAKE MODEL) MONIERLIFETILE SAXONY 900 CONCRETE ROOVPHotSHAFE MOIL) • • END OF THIS ACCEPrA,,TC• •• • • • • • • • •• ••• •. • • • •• • ••• • ••• •• • • • • • • • • • :NOA a: 474711.03 • • • • expira6ion Hate: -04/26/12 Approval Date: 09/07/07 ••• • • • • ••• • tag°7"7 • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •