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RF-11-1488■ Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 171002 Permit Number: RF -8 -11 -1488 Scheduled Inspection Date: March 12, 2012 Inspector: Bruhn, Norman Owner: TIMINSKY, JOHN Job Address: 1285 NE 104 Street Miami Shores, FL 33138 -2659 Project <NONE> Contractor: MODERN ROOFING INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number (305)495 -0055 Parcel Number 1122320300010 Phone: (954)524 -1322 Building Department Comments RE -ROOF TILE TO TILE COLOR THRU TILE Passed Failed .47.frALtz Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 163270. c�- March 09, 2012 For Inspections please call: (305)762 -4949 Page 28 of 31 January 10, 2012 Modern Roofing 700 NW 7 Ave Ft Lauderdale, FL 33315 C A IR. L .A I a I lei C. I��IIIIII� RE: TILE UPLIFT TEST PROJECT INFORMATION PROVIDED BY CLIENT: 1285 NE 104 ST Miami Shores, FL Property ID #: 11- 2232 - 030 -0010 Permit#: RF -8 -11 -1488 Date inspected: January 9, 2012 Date completed by: January 3, 2012 Roofmg Contractor: Modern Roofmg Carlab, Inc Project # 12 -7308 Testing lab Certificate #: 09- 0127.04 Dear Sirs, 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 less than 2000 square feet, and the mean height of the roof is less than 30 feet above ground surface. The type of tile used for this project was reported to be Monier Flat Roof Tile. This tile was reported to have been foamed in place. At the time of this testing one test was performed for every exterior comer, at least one test for every 100 square feet of roof tile in the perimeter area, and at least one test for every 200 square feet of roof tile in the field area. The results for this report are valid at the time of testing only. Walking on the roof or any other type of physical disturbance may alter these results. 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. Respectfully. ' miffed, 764 Sergio Labiste, PE 61733 8730 SW 25 STREET • MIAMI • FL • 33165 • PHONE: 305.283.3512 •FAX: 305.226.0438 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 TILE UPLIFT TEST FOR Residential Home 1285 NE 104 St Miami Shores, FL Project#:12 -7308 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 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 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 138 35 Pass 139 35 Pass 140 35 Pass 141 35 Pass 142 35 Pass 143 35 Pass 144 35 Pass 145 35 Pass 146 35 Pass 147 35 Pass 148 35 Pass 149 35 Pass 150 35 Pass 151 35 Pass 152 35 Pass 153 35 Pass Test Test load (lbf) Test Status 154 35 Pass 155 35 Pass 156 35 Pass 157 35 Pass 158 35 Pass 159 35 Pass 160 35 Pass 161 35 Pass 162 35 • Pass .. 163 35 Pass 164 35 Pass 165 35 Pass 166 35 Pass 167 35 Pass 168 35 Pass 169 35 Pass Test Test load (lbf) Test Status 8730 SW 25 STREET • MIAMI • FL • 33165 • PHONE: 305.283.3512 •FAX: 305.226.0438 N N M Airm- C A R I. A B, I N C. 62 LEGEND + FIELD TEST - PERIMETER TEST O CORNER TEST ENG6NfER AND PLANNEBB CERTIFICATE OF AUTHORIZATION 6419 6719 SW. B 6T, INUDZI, FL 3316S TED XS 2$3.161 FAIL RD 196Og6 APPROX. ROOF TEST LOCATIONS AND DIMENSIONS XUNXF_F SUNSET 3��1f IG SOLUT1016 INSPECTION REPORT Date : March 9, 2012 From: Sunset Building Solutions 3625 NW 82 Ave. Suite 405 Miami, Florida 33166 To : Village of Miami Shores Building Official 10050 North East 2nd Avenue Miami Shores, Florida 33138 Re. : 1285 NE 104 St Miami Shores, FL 33138 Permit: RF -8 -11 -1594 Dear Sir: We hereby certify that at the above mentioned property the installation of a Zephyr AB- 254A-WHT solar powered attic ventilator was inspected by our company. The unit was installed on a roof curb purchased from manufacturer and assembled according to specifications. In my professional judgment the assembly meets minimum requirements for the HVAC 2007 FBC. If you have any questions please contact our Office LIC • CA # 27935 g Solutions Inc. I Engineer P • 305 -320 -7546 F • 305- 279 -8811 sunsetbuildingsolufion @yahoo.com 10661 N. Kendall Dr, Ste 220. M1omi, FI 33176 CITY OF FORT LAUDERDALE 700 NW 19 AVE, FORT LAUDERDALE, FL 33311 WATER BARRIER/SHEATHING RENAILING AFFIDAVIT PERMIT NUMBER R F — ?-1) I' ?' OWNER -)©t-f 7—/M /A. / JOB ADDRESS /n (5-- 5F /41 H /*J/Z f - 315 r3 I HERBY CERTIFY THAT: A. THE DECK HAS BEEN RE- NAILED AT 6" ON CENTER FOR PLYWOOD DECKS AND 2 FASTENERS PER BOARD FOR BOARD ON BOARD DECKS WITH 8D RING SHANK NAILS WITH THE FOLLOWING MINIMUM DIMENSIONS: 1) 0.113 -INCH NOMINAL SHANK DIAMETER 2) RING DIAMETER OF 0.012 OVER THE SHANK DIAMETER 3) 16 TO 20 SHANKS PER INCH 4) 0.280 INCH FULL ROUND HEAD DIAMETER 5) RING SHANK TO EXTEND A MINIMUM OF 1 'A" FROM THE TIP OF THE NAIL 6) 2 1/2 INCH NAIL LENGTH. B. A SECONDARY WATER BARRIER HAS BEEN INSTALLED AS FOLLOWS: 4" STRIP OF SELF - ADHERING POLYMER MODIFIED BITUMEN TAPE HAS BEEN APPLIED TO ALL JOINTS IN THE PLYWOOD DECK. AN ASPHALT IMPREGNATED 30# FELT UNDERLAYMENT HAS BEEN INSTALLED PER FBC HVHZ. EXCEPTIONS 1) ROOF SLOPES < 2:12 HAVING A CONTINUOUS ROOF SYSTEM SHALL BE DEEMED TO COMPLY WITH REQUIREMENTS FOR A SECONDARY WATER WATER BARRIER. 2) CLAY AND CONCRETE TILE ROOF SYSTEMS INSTALLED AS REQUIRED BY THE FLORIDA BUILDING CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS FOR SECONDARY WATER BARRIERS. C. A COPY OF THIS AFFIDAVIT HAS BEEN DELIV - ED TO THE HOMEOWNER. QUALIFIER'S SIGNATURE' (LICENSED ROOFING CONTRACTOR) NAME PRINTED 7A.,441 5-ala€?A- 6 LICENSE NUMBER C e 60 L{ 2 7k �.. DATE /— — % z NOTARY Zce4-ece..-e_._ /8/-6—, taAV•'R> c LAWRENCE r~. KELLY SEAL: * MY COMMISSION #OD$ EXPIRES: May 19, 2013 Bonded ThN Beat N'..ltry Services DATE *4 A BUILDING 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 I RECEIVED AUG 11 2011 Permit No. 1 1 `.a Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): i4 i.J T.1 1""1 I h15 16-/ - / (o - 92 -5' 532 Address: / 2 ?c- YJ 1 log % f City: /1 / i4 M S t..,1 O RASS State: fL Zip: 3 3 13 0 Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: / 2 i. 5 A/1,-5- JCL/ 5 7 City: Miami Shores County: t7i4 6) if Miami Dade Zip: 3 3 Age F o l i o / P a r c e l # : / / — 22 39 -- o 30 —11(9 f f1 Is the Building Historically Designated: Yes NO Il Flood Zone: CONTRACTOR: Company Name: /t'/612 / 42/ti �C.- Address: 7 ) JL' J 7 14(i& City: rT- LJ -eltr) state: FL. Phone#: %,5Gl — :5-29-132 Zip: 3'33 Phone#: c/ t, �/ - / 3 Z `Z Qualifier Name: RC ILI G4 4...0 Stc.' A N S S t a t e C e r t i fi c a t i o n or R e g i s t r a t i o n #: e c C O 4 . 1 ' 2 7 R2... C e r t i fi c a t e of C o m p e t e n c y #: / k T Jb / 0 Contact Phone#: ,�� %- 2 7S---6(i -Email Address: it-it/0672,0 1F /A/ClA,G - 1i 6 - Geo-1 DESIGNER: Architect Engineer: Phone#: Value of Work for this Permit: Type of Work: °Addition $ U ®ad® Square/Linear Footage of Work: °Alteration °NewAepair/Replace °Demolition Description of Work: �O %� /LC/"- C AglO((� eL F�� p.a ( QLO iL �tRU ******0000** *******000 **say ** *000000 *** *F ewt******* ************ * *** * * ***** **** * *° **° Submittal Fee $ ..---6 � 7Permit Fee $ a cc $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CO /CC $ Bond $ Technology Fee $ Boqd1ug 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 CONDMONERS, 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 be approv ; d and a reinspection fee will be charged. Si • 141 r f, .< , Owner or Agent Contractor The foregoing instrument was acknowledged before me this % The foregoing instrument was acknowledged before me this /4) day of / 0G ,5I , 20 II by 30 ii-i tJ roL ,ILI 5 k[p , day of VerV5 re , 20 L by /20001-40 4 t#- A/ who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: —,4 u/l e%.e - Print 'v° 2 .4 '/2 rlv1t' 9 NOTARY PUBLIC: Sign: Print: My Commission Expires: ": :.!,:kcs :'� B. �Y My Commission �`r °�8�. y P MY COMMISSION # DD 89Q399 y ExP'» •'• . o LA B. KELLY * . ; * * , at. * MY COMMISSION # DD 890699 vi EXPIRES: May 19, 2013 !� EXPIRES: May 19 2013 4rso osee Banded Tim Budge Notary Services i MO Bonded TIE , r� APPROVED BY Lf't --' -� Plans Examiner Zoning Structural Review Clerk (Revised 07/10/07)(Revised 06/102009XRevised 3/15/09) Permit # Folio # NOTICE OF COMMENCEMENT The undersigned hereby gives notice that Improvement will be made to certain real property and In accordance with Chapter 713, Florida Statutes, the following Information Is provided in thls Notice of Commencement : 1 11111111111 11111 11111111111111111111 1111 1111 CFN 2O 11 RO54z: 769 OR BI; 27790 Ps 4286; (1p9 ) RECORDED 1 08/12/2011 14:12:12 HARVEY RUVINe CLERK OF COURT MIAMI-DADE COUI'ITY, FLORIDA LAST PAGE this space reserved for recorder 1. Legal Description of Property: Lot Block Unit # Bldg # [ Lengthy legal attached Subdivision 1 Condominium: / g../— /1/2r l'Ql 5 T' /610,-11' 5wa z rG 7313p, Street Address if available: 2. General description of Improvement: 0 1 B' 3. a. Owner name and address: b. Interest In property: c. Name and address of fee simple titleholder (if other than Owner): 4. a. Contractor name and address: b. Contractor's phone number: 5. a. Surety name and address: b. Surety's phone number: c. Amount of bond: 6. a. Lender name and address: b. Lender's phone number -SO I-90 1 J 2 OS- itio--" / a c 1 Av-rl 5 rpteei / fL 33/3 t-lo 0 Lf ILL' /dc_ 200 i'L,J 7 le'Vtr-- jr LA-u.o re , •4 311 7. a Persons within the State of Florida designated by Owner upon whom notices or other documents may 130 served as provided by Section 713.13(1)(a)7., Florida Statutes: Name: Address: b. Phone number: 8. a. In addition to himself or herself, the Owner designates b. Phone number of person or entity designated by owner to receive a copy of Lienor's Notice per Section 713.13(1)(b), 9. Expiration date of 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 OF COMMENCEMENT. Signature(s) of a or Owner(s)' Authorized Officer /Director /Partner/Manager By C. By PEE Name ; ,`f 114 t N S � Jott G . Pmt Name Title/Office Title/Office STATE OF FLORIDA COUNTY OF BROWARD The foregoing Instrument was acknowledged before me this /a day of A U&r!% 5r , By "36 i�t) %1 NI rx./5 rndh4f ually, or ❑ as / for ,�ssr�,49 ETA ;, E O 1"t f.lis��`dr (0Airel n, car � Olipduced the foil nrir�g ype of identlficatlon: original flied in this office o7 _ :>N1Tn +' Snryiren�a ;'2B � turep. lotary Public: adl. t 4 t" xk. HAIRY RUVIN, CLERK, of Circuit ., 1 Print Name: :r� ` cd- /s .> (SEAL) By_ d County Cdrarts GotlC VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, l declare that I have read the foregoing and that the facts stated in It are true, to the best of my knowledge and belief. ot�t`r peer LAWRENCE B. KELLY * MY COMMISSION # DD 890699 EXPIRES: May 19, 2013 dr"'t'oe t~ oc Bonded Tin Budget Notary Woes Slgnatu i) of Ow er(s) or Owner(s)' Authorized Officer/Director/Partner/Manager who signed above: By g:Vecordinglforms noc - notice of commencement revised 7.3.07.doc Business Business CITY OF FORT LAUDERDALE BUSINESS TAX YEAR 2010 - 2011 BUSINESS TAX DIVISION 700 NW 19 AVENUE, FORT LAUDERDALE, FLORIDA 33311 (954)828 -5195 ID: 013728 Business Name: MODERN ROOFING INC Address: 700 NW 7 AV Tax Category: ROOFING AND OR STEEL METAL Taxi: 590653 MODERN ROOFING INC 700 NW 7 AVE FORT LAUDERDALE, FL 33311 Fee: 84.00 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301 -1895 - 954- 831 -4000 VALID OCTOBER 1, 2010 THROUGH SEPTEMBER 30, 2011 Business Name: MODERN ROOFING INC DBA: Receipt #:185-1010 Business Type:ROOFING /SH 1' METAL CO "(ROOFING CONTRACTOR) Business Opened:12/31/1992 State /COUnty /Cert/Reg:CCC042782 Exemption Code:N°11ExEmPr Owner Name: RONALD C SWANSON Business Location: 700 NW 7 AVE FT LAUDERDALE Business Phone: 305-524-1322 Rooms Seats Employees 3 Machines Professionals For Vending Business Only MOT numuer OT mannmen: - _______ _ - Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00. 0.00 0.00 0.00 27.00 MOT 08/11/2011 16:49 9544939850 ACCR CERTIFICATE OF LIABILITY INSURANCE PETTINEO INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED SY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($). AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: 1f the certificate holder is an ADDITIONAL INSURED, the poliicy{les) must be endorsed. If SUBROGATION 15 WAIVED, subject to the torms and conditions of the policy, certain policies may Inquire an erptomement, A statement On this certificate does not confer rights to the carnotite holder In lieu of such endorsement{sy. PRODUCER Pettineo Insurance Agency, Inc 2430 E. Commercial Blvd. Ft. Lauderdale, FL 33308 PAGE 01/01 DATESiOWDD/YYYYI 8/11/2011 INSURED Modern Contractors, Inc. Swanson, Ron 700 NW 7th Avenue Fort Lauderdale, FL 33311 -7309 954 -524 -1322 COVERAGES CERTIFICATE NUMBER INSURER T1-115 IS TO CERTIFY THAT THE POUCIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURES INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POUCIP_S DESCRIBED EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, TYPE of INSURANCE o ADDL evm POLICY NUMBER (MMII)D/YYYY) .MMt0 GENERAL UU1iRILtly R Colt MERCIAL GENERAL UAetUTI CLAIMs.MADE 1_._1 OCCUR GEN'L AGGREGATE LIMIT APPLIES PER POLICY El J Ei LOC AUTOMOBILE UA9tIJTY ANYAUTO - AU. OWNED - AUTOS HIRED AUTOS =HOWLED mmn NON-OWNED M174000058 -0 3 UMBRELLA LIAR EXCE IBS LIAS DED I [RETENTIONS WNORKERS COMPENSATION AND EMPLOYS mature, TIN cf GEFlGEIiIFtEMBefi I7CGLUOEm1 pd nd ley M NM) UM, describe under DESCRIPTION OP OPERATIONS berms OCCUR CLAIMS -MADE A PROPERTY N/A 9/13/109/13/1 CPFX12388 2/26/112/26/1 14174000058 9/13/109/13/1 DESCRIPTION OF OPERATIONS 1 LOCATIONS i WI -BOLES (ASiget ACORD 101, AddtilanaI Renee; $cl edute, F mare sipece N rmQuuad) �ERTIACATE HOLDER MIAMI SNORES . VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES,FL 33138 CANCELLATION REVISION NUMBER: ) NAMED ABOVE FOR THE POLICY PERIOD DOCUMENT WITH RESPECT TO WHICH THIS HEREIN IS SUBJECT TO ALL THE TERMS. 1/ YY1") LIMiT9 EACH OCCURRENCE $500 000.00 VARAME PREMISES Rump ) $100, 000.00 MED ESP enyarmeant $ 5,.000.00 (, mamma ADVINJURY $500 000.00 GENERAL AGGREGATE $500 , 000.00'^ PRODUCTS- COMFIQPAGC $500, 000.00 $ ,aL $ _tge BODILY INJURY (Par person) $ BODILY INJURY (Per ecaieertj $ (Per $ S EACH OCCURRE7ICE $ AGGREGATE S r TB 5 RY LI6QIC EL EACH ACCIDENT s 1, 000, 000 Ed. DISEASE- EA EMPLOYE E$ 1,000, 000J EL muse - POLICY LIMIT 5 1,000 , 000 3UILDING $216,000.00 sH0UL0 ANY OF THE ABOVE DESORISFD pOLICIES BE OANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED tN ACCORDANCE WITH THE POLICY PROVISIONS. CI 1988- CORD CORPORATION. All IfgPlts reserved, %CORD 25 (2010105) The ACORD name and logo are registered marks of ACORD sH0UL0 ANY OF THE ABOVE DESORISFD pOLICIES BE OANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED tN ACCORDANCE WITH THE POLICY PROVISIONS. CI 1988- CORD CORPORATION. All IfgPlts reserved, %CORD 25 (2010105) The ACORD name and logo are registered marks of ACORD Permit No: 11 -1488 Job Name: August 15, 2011 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) RAS 150 is not an approved roofing system in Dade County. Provide product approvals and a completed section C. 2) Section E must have method 1 completed, method 2 is not acceptable. 3) Provide a mitigation permit and strap details from anarchitect or engineer or provide prescriptive details. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 ROOF ASSEMBUES AND ROOFTOP STRUCTURES AUG 1 2 2011 Shores Village APPROVED BY ZONING DEP DATE Florida Building Code Edition ZOOG DEPT High - Velocity Hurricane Zone Uniform Permit AppIIc of FQ , :)uthltLA TO C()m I'I IANCE WITH ALL FEDERAL Section A (General Informatio ATE AND CCUN 1 Y 1111LES AND REGULATIONS Master Permit No. Process No. Contractor's Name f 0 �112it %pC,Fl N&— j,J c_ Job Address % ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened The ortar /Adhesive Set Tile �❑Asphaltic ❑Metal Panel/Shingles Shingles {, Woo hin I s Shakes Shingles Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. tenance Total (SF) /.61 o 15.32 1 BUILDING CODE — BUILDING 0941,824/SV - A ' 11/4 Aostifts,4 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: et4 au/ cnlZ- Notice of Acceptance Number: O G _ c7 2i� , 1/ Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations : 1: � /0e, -7 p2: _ %Ofs< 7 P3: % 7 4, Maximum Design Pressure (From the Product Approval Specific System): Roo lope: : 12 Steep Sloped Roof System Description Deck Type: \ Type Underlayment: T - Ridge Ve il?o ? \ Insulation: 5 774 \ Fire Barrier: \ Fastener Type & Spacing: \ Adhesive Type: Type Cap Sheet: Roof Covering: Type & Size Drip sl Edge: Mean Roof Height: l % 25A4A 65 / 47 Poz y Pao 71-1 J 4,v y2 d_ ppw 1534 FLORIDA BUILDING CODE — BUILDING CHAPTER 15, SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initials in the designated space indicates that the item has been explained. 1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High - Velocity Hurricane Zone) are for the purpose of providing the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code should be addressed as part of the agreement between the owner ' and the contractor. 2. Renalling wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with current provisions of Chapter 16 (High - Velocity Hurricane Zones) of the Florida Building Code, Building. (The roof deck is usually concealed prior to Removing the existing roof system.) 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (ie., 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. 3 I 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 owner J ( provides the option of maintaining this appearance. 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 -C°- corrected. `� ` 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a buildup of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: Chapters 16 and 16 herein and the Florida Building Code, Plumbing. 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.. Exception: Attic spaces, designed by a Florida- licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. P Owner's /Agent's Signature Date Contractor's Signature Form AB -326 (Page 2 of 7) New 3/16/09 08/22/2011 06817 9549774442 ARGON PAGE 01/01 Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form Se_ctitDn 4 (Tile Calcations) ul For Moment -based tile systems, choose either Method 1 or 2. Compared the values for Mr with the values from Mr If the Mt values are greater than or equal to the MT values for each area of the roof, then the tile attachment method Is acceptable. Method 1 " Moment -Based Tile Calculation Per RAS 127" x� ©..Q _ '.Mg: •Jj = 274C NOA M, _ /_ . 3.y;') = Mg: �- /f = map. AV r NOA Mr (P2:2/4.±x x f� b ' _ -2st .xs -) - Mg: �. iI ; M �� ��� n� �!j NOA Mr . ' / Method 2 "Simplified Tile Calculations-PirTaab1e Below" / 1 Y Required Moment of Desistance (M,) From Table Below. NOA Mr Mr Required Moment Resistance* Mean Roof Height Roof Slope 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 wilt) 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 Ft with the values for Fr. If the F1 values are greater than or equal to the Fr values for each area of the roof, then the the attachment method is acceptable. Method 3 "Uplift -Based The Calculations Per RAS 127" (P1:� xl :- =xw := )- W:�xcos 0: °F (P2:_ xl: _ =_xw: =,.. )- W:_xcos 0: =F :- (P9:_ x I: = _ x w: = ) - W:_ x cos 0: = Fa: NOAF' NOA NOA Fr Where to Obtain Information Description Symbol • Where to find Design Pressure P1 or P2 or PS RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope • b Job Site Aerodynamic Multiplier A NOA Restoring Moment due to Gravity M. • NOA _ •• _ Attachment Desistance M NOA Reyulrod Moment Reeletanoe M, Calculated Minimum Attachment Resistance P" NOA Required Uplift Resistance J : Calculated Average Tile Weight W NOA Tile Dimensions I = length w = width NOA M calculations must be submitted to the Building Official at the time of permit a. •lication. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application) FIll in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA ") System Manufacturer: P Product Approval No.: -622 "/ ° 01 Design Wind Pressures, From RAS 128 or Calculations: Pmax1 04414') -2, ( Pmax3: —` / Max. Design Pressure, from the 7cpS ut Approval system: ., Deck: Type: / �G,� � � W 6164) Gauge/Thickness:�y Slope: y Anchor/Base Sheet & No. of PIy(s): Anchor/Base Sheet Fastener • nding Material: Insulation Base Layer: Base Insulation Size and T ckness: Base Insulation Fa er/Bonding Material: Top Insulation Layer: Top Insulation Size . ` d Thickness: Top Insulatio , astener/Bonding Material: Base Sheet(s) & No. of PIy(s): /' 7 5- 4tl?���� Base eiet Fastener/Bo din terjaWl Ply Sheet(s) & No. of Ply(s): / [ -Z1- 5/" Ply Sheet F - stener = ondi Maters Top Ply: 15 oo In i f` I 61D Top Ply F/70 Bonc 3 Material: /`71? � f� S FLORIDA BUILDING CODE — BUILDING Surfacing: 6124A}UAL._, Fastener Spacing for Anchor/Base Sheet Attachment: Field: " oc @ Lap, # Rows 1 @ i oc Perimeter: 4/ " oc @ Lap, It Rows @ f " oc ply Comer: " oc @ Lap, # Rows 0 ? " oc Number of Fasteners Per Insulation Board: Field Perimeter "" j� _ Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit 95 Mootricq 4SeLci FT. Z Parapet Height FT. Mean Roof Height 15.33 M IA M HDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 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 the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF RUBEROID®Modified Bitumen Roof System for Wood Decks. 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 he 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 revises NOA No. 07- 1203.01 and consists of pages 1 through 31. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 09-0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 1 of 31 ROOFING SYSTEM APPROVAL Roofing Modified Bitumen SBS /APP Wood -75 psf Category: Sub- CateEorv: Material: Deck Type: Maximum Design Pressure TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Leak BusterTM MatrixTM 307 Premium Asphalt Primer GAF Mineral Shield® Granules Leak Buster"( Matrix 305 Fibered Asphalt Emulsion Leak BusterTM Matrix"( 303 Premium Fibered Aluminum Roof Coating LeakBusterTM Matrix"( 322 Elastomeric Roof Coating LeakBusterTM Matrix"' 306 LeakBusterTm Matrix""" 204 Wet/Dry Roof Cement GAFGLAS® #75 Base Sheet GAFGLAS® #80 ULTIMATM Base Sheet GAFGLAS® Flex P1yTM 6 GAFGLAS® Ply 4 GAFGLAS® Mineral Surfaced Cap Sheet Dimensions 5, 55 gallons 60 lb. Bags 100 lb. bags 5 gallons 1, 5 gallons 55 gallons 55 gallons 1, 5 gallons 39.37" (1 meter) Wide 3937" (1 meter) Wide 39.37" (1 meter) Wide 3937" (1 meter) Wide 3937' (1 meter) Wide Test Specification ASTM D41 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built-up roofing. ASTM D1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. ASTM D1227 Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. ASTM D3019 ASTM D3409 ASTM D4586 ASTM D3409 ASTM D4601 ASTM D4601 ASTM D2178 ASTM D2178 ASTM D3909 Elastomeric roof coating. Asphalt emulsion fibered. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Type II Asphalt impregnated and coated glass mat base sheet. Type II Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 2 of 31 Product GAFGLAS® EnergyCaplm Mineral Surfaced Cap Sheet GAFGLAS® EnergyCaprm BUR Mineral Surface Cap Sheet GAFGLAS® STRATAVENT® Eliminator irm Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT® EliminatorTm Perforated Nailable RUBEROID® SBS Heat- We1dTM Smooth RUBEROID® SBS Heat- WeldTh Granule Roof Match"' SBS Mop Granule RUBEROID® SBS Heat -Welem 170 FR RUBEROID® SBS Heat- Weldrm PLUS RUBEROID® SBS Heat - Weld"' PLUS FR RUBEROID® EnergyCap SBS Heat-WeldTm PLUS FR RUBEROID® Modified Base Sheet RUBEROID SBS Heat- Weldim 25 � �a„��._a�7��•! =gin? APPROVED 1 Dimensions 39.37" (1 meter) Wide 39.37" (1 meter) wide 39.37" (1 meter) Wide various 3937" (1 meter) Wide 1 meter (3937") wide 1 meter (3937") wide 107 sq. ft. (9.9 m2) 1 meter (3937") wide 1 meter (39.37") wide 1 meter (3937") wide 1 meter (3937") wide 39.37" (1 meter) Wide 1 meter (39.37 ") wide Test Specification ASTM D3909 ASTM D3909 Energystarrm Title 24 Compliant ASTM D3672 ASTM D4897 ASTM D3672 ASTM D4897 ASTM D6164 ASTM D6164 ASTM D6222 ASTM D5147 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6164 Product Description Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied layer of TOPCOAT® EnergyCoteTm. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied EnergyCoterm Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer modified asphalt and surfaced with colored mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non-Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. A fiberglass mat reinforced, SBS modified bitumen cap membrane. ASTM D4601, Premium glass fiber reinforced SBS - Type ll', UL Type modified base sheet G2 BUR ASTM D6164 Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 3 of 31 Product RUBEROIDD Mop Granule RUBERO1D® MOP Smooth RUBEROID® MOP PLUS RUBEROID® MOP 170FR RUBEROID® MOP FR RUBEROID® TORCH Smooth RUBEROID® TORCH Granule RUBEROID ® EnergyCap Torch Granule FR Roof Match"' APP Torch Granule RUBEROID® TORCH PLUS RUBEROID® TORCH FR RUBEROID® 170FR TORCH RUBEROID® EnergyCap SBS Heat Weld Plus FR RUBEROID® 20 RUBEROID® 30 Dimensions 3937" (1 meter) Wide 1 sq. roll 87 lbs. 3937" (1 meter) Wide 3937" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 3937" (1 meter) Wide 1 meter (3937") wide 107 sq. ft. (9.9 m2) 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 1 meter (39.37") wide 3937" (1 meter) Wide 3937" (1 meter) Wide Test Specification ASTM D6222 ASTM D5147 ASTM D6298 ASTM D5147 ASTM D6164 ASTM D5147 ASTM D6164 ASTM D5I47 ASTM D6164 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6163 ASTM D5147 ASTM D6163 ASTM D5147 ASTM D6163 ASTM D5147 Product Description Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non-Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. A fiberglass mat reinforced, SBS modified bitumen cap membrane. Non -woven polyester mat coated with polymer modified asphalt and surfaced with colored mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. A fiberglass mat reinforced, SBS modified bitumen cap membrane. SBS modified asphalt base sheet reinforce with a glass fiber mat. Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. NOA No.: 09 -0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 4 of 31 Product RUBEROID® 30 FR RUBEROID®EnergyCap SBS 30FR RUBEROID® ULTRACLAD® SBS RUBEROID® Dual FR Vent Stacks (metal and plastic) GAF Built -Up Roofing Asphalt RUBEROID® MOD Asphalt Asphalt L & Asphalt P TOPCOAT® Surface Seal SB LEAK BUSTERTM MatrixTM 715 MB Elastomeric Roofing Membrane EnergyCoteTM Coating VersaShield® TOPCOAT® FireShield® MB Leak BusterTM Matrix"' 531 WeatherCoteTM Elastomeric Flashing Grade LeakBusterTM MatrixTM 201 Premium SBS Flashing Leak BusterTM MatrixTM 102 SBS Adhesive Label Dimensions 39.37" (1 meter) Wide 1 meter (39.37") wide 3937" (1 meter) Wide 3937" (1 meter) Wide 1001b. cartons, bulk 601b. kegs 5 gallons 5 gallons 2, 5 gallons 350 sq. ft roll 5, 55 gallons 5 gallons 5 gallons 5 gallons Test Specification ASTM D6298 ASTM D5147 ASTM D6163 ASTM D6163 ASTM D5147 ASTM D6164 ASTM D5147 TAS 100(A) ASTM D1929 ASTM D635 ASTM D312, Types I, It III and IV ASTM D3412 ASTM D21 ASTM D1475 ASTM E1644 ASTM D6083 ASTM -D226 4869 Type I, II ASTM D412 ASTM D21 ASTM 1475 ASTM E1644 ASTM D3019 ASTM D3019 Product Description Non woven fiberglass mat coated with fire retardant, polymer modified asphalt and surfaced with mineral granules. A fiberglass mat reinforced, SBS modified bitumen cap membrane. Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymer - modified asphalt and surfaced with mineral granules. One -way valve vent used to relieve built- up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Interply mopping and surfacing asphalt SEBS modified asphalt Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Highly reflective elastomeric coating Non Asphaltic Fiberglass -Based Underlayment Elastomeric roofing membrane Surface coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. NOA No.: 09-0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 5 of 31 Product Leak BusterTM MatrixTM 202 SBS Flashing Cement Label Leak BusterTM Matrix 203 Plastic Roof Cement Label Leak Busterm MatrixTM 103 Cold Process Adhesive Label LeakBusterTM MatrixTM 304 Non - Fibered Aluminum Roof Leak Busterm MatrixTM 602 MB Xtra Elastomeric Roofing Membrane TOPCOAT® MB Plus Test Dimensions Suecification 5 gallons ASTM D4586 5 gallons ASTM D4586 0 5 gallons 5 gallons 5, 55 gallons Product Desc Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement ASTM D3019 Cold Applied Asphalt Adhesive. ASTM D2824, Type 1 ASTM D412 ASTM 13117 ASTM C794 ASTM G21 FTMS141.6271 ASTM D2196 ASTM D1475 ASTM E1644 ASTM D412, ASTM D21, ASTM D1475 ASTM E1644 Non - fibered. Aluminum pigmented, asphalt roof coating. Surface coating for smooth surfaced and mineral surfaced roofs. Water - based, low VOC, sprayable polymeric liquid, which cures to form a seamless rubber membrane. NOA No.: 09-0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 6 of 31 APPROVED INSULATIONS: Product Name EnergyGuardm Fiberboard EnergyGuardm Permalite EnergyGuard"' Strip EnergyGuardTM Recover Board EnergyGuardTM Tapered Edge Strip EnergyGuardm Polylso EnergyGuardTM RA, RN EnergyGuard"( Composite, RA DensDeck® DensDeck Prime® DensDeck DuraGuardm Structodek® Structodek® TD SecurockTM APPROVED FASTENERS: Fastener Product Number Nanie 1. Drill -TecTM #12 Standard, #14 and #15 extra Heavy Duty Fastener, Heavy Duty Roofing Fastener 2. Drill -TecTm ASAP 3. Drill-TecTM CR Base Sheet Fastener and Plate 4. 5. 6. Table 2 Product Description Fiberboard insulation Perlite insulation board Cut perlite board Perlite recover board Tapered perlite board Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate /wood fiberboard or perlite composite Water resistant gypsum board Water resistant gypsum board Water resistant gypsum board Wood fiber insulation board Flame Resistant High Density Wood Fiber board. Fiber reinforced roof board TABLE 3 Product Description Dimensions Insulation fastener and Various Base Play fastener for steel, wood & concrete decks. Pre - assembled Drill -Teem Various Fasteners and metal and plastic plates. Base sheet fastening Various assembly. Drill -TecTM Galvalume Round Galvalume stress Plates plates. Drill -Teem Polypropylene Round polypropylene Plates stress plates. Drill -TecTM AccuTrac Square Galvalume® coated 3" Square Plate steel plate. 3" and 3 'A" Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. G-P Gypsum Corp. G -P Gypsum Corp. G -P Gypsum Corp Knight Celotex Knight - Celotex USG Corporation Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. 3" and 3 %2" GAF Materials Corp. OMG NOA No.: 09-0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 7 of 31 EVIDENCE SUBNIITTED: Test Agency Test Identifier Description Date Factory Mutual Research Corp. 3029832 4470 - TAS 114 05/11/07 3010215 4470 - TAS 114 03/01/01 3001276 4470 - TAS 114 01/28/99 1B9A8.AM 4470 - TAS 114 09/04/97 3D4Q2.AM 4470 - TAS 114 04/30/97 OD1A8.AM 4470 - TAS 114 04/01/98 Underwriters Laboratories TGFU.R19254 UL 790 10/27/06 Trinity Engineering 4483.04 97 -1 TAS 114 06/06/97 PRI Asphalt Technologies, Inc. GAF- 020-02 -01 ASTM D 249 02/01/02 ASTM D 4977 IRT ARCON Inc. Trinity ERD 02 -005 TAS 114 03/01/02 02 -014 TAS 114 04/08/02 01 -039 TAS 114 03/01/02 G6850.08.08 ASTM D6164 08/29/08 G6850.08.08 ASTM D6163 08/01/08 G6850.10.08 ASTM D6222 10/06/08 G6850.11.08 ASTM D6222 11/05/08 NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 8 of 31 Membrane Type: SBS /SBS Cold Applied Deck Type 1: Wood, .Non-insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E(1): Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield® Non - Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAS® #80 ULTIMA TM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® SBS Heat We1dTM Smooth or RUBEROID® SBS Heat- We1dTM 25 base sheet mechanically fastened to deck as described below; Fastening GAFGLAS® Ply 4, GAFGLAS® Flex P1yTM 6, GAFGLAS® #75 Base Sheet or any Options: of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure -4S psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® Flex P1yTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure -45 psf, See General Limitation #7) GAFGLAS® Flex P1yTM 6, GAFGLAS® 075 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure 52.5 psf, See General Limitation #7) GAFGLAS® #80 ULTIMATM, RUBEROID®20, RUBEROID® Mop Smooth, base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maadmum Design Pressure -60 psf,, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill-TecTM #12 standard, #14 or # 15 Screws and 3" Dill -TecTM steel plate or Dri11 TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure -60 psf, See General Limitation #7) NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 27 of 31 GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecT' #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTm AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet: (Optional) One or more plies GAFGLAS® PLY 4, GAFGLAS® Flex P1yT' 6, GAFGLAS® #80, RUBEROID® MOP Smooth or RUBEROID® 20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 Ibs.sq. Membrane: One or more plies of RUBEROID® MOP Smooth, RUBEROID® Mop 170 FR, RUBEROID® Mop Granule, Roof Match"' SBS Mop Granule, RUBEROID® Mop Plus Granule, RUBEROID®20, RUBEROID®30, RUBEROID®EnergyCap SBS 30 FR RUBEROID®30 FR or RUBEROID® Mop FR or RUBEROID ULTRACLAD® SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Or, One or more plies of RUBEROID® MOP Smooth, RUBEROID® Mop Granule, Roof Match"' SBS Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, RUBEROID®20, RUBEROID® 30, RUBEROID®EnergyCap SBS 30 FR, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBERO1D® ULTRACLAD® SBS in Leak Buster"' MatrixTM 102 SBS Adhesive at an application rate of 1 -2 galJsq. • Surfacing: (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following. 1. Gravel or slag applied at 400 Ibs./sq. and 300 lbs.sq. respectively in a flood coat of approved asphalt at 60 IbsJsq. or applied in a flood coat of Leak Buster"' Matrix"' 103 Cold Process Adhesive applied at a rate of 3 gal./sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq. 3. Leak BusterTM MatrixT'303 Premium Fibered Aluminum Roof Coating, at 1.5 Jsq• 4. Leak BusterTM MattrixT' 715, Leak Buster"' Matrix"' 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal /sq. 5. Leak Buster"! MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 galJsq. 6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at lto 1.5 galJsq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening above NOA No.: 09-0224.01 Expiration Date: 11/06/13 Approval Date: 04 /08/09 Page 28 of 31 WOOD DECK SYSTEM LLMrrATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum ''A Dens Deck or ' /2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 Ibs.sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psfi 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 2751b£ insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04 /08/09 Page 31 of 31 ` 9e MIAMI•DA11E BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 200 Story Road Lake Wales, FL 33898 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: the use of construction materials. This NOA is being issued under the applicable rules and regulations governing 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 including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Atlantis Shake & Slate 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 the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA #07- 1023.12 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 09- 0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub- Category: Material: Roofing. Flat Profile Roofing Tiles Concrete I. SCOPE This renews a system using Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile, as manufactured Monier Lifetile LLC in Pompano Beach, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Monier Lifetile Atlantis Shake and Slate Tile Trim Pieces Test Dimensions Specifications 1 =16" w= 10" 1 1/4" thick 1= varies w = varies varying thickness 2.1 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. TAS 112 TAS 112 Test Identifier 7161 -03 Appendix III 94-060A 94-084 25- 7094 -2 25 -7094-8 25 -7094-5 Product Description Flat, interlocking, high pressure extruded concrete shake and slate roof tile equipped with two nail holes. For direct deck, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) (Adhesive Set) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Date Dec. 1991 March, 1994 May 1994 Oct. 1994 Oct. 1994 Oct. 1994 NOA No.: 09- 0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 2 of 7 Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. 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. Professional Service Industries, Inc. 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. Walker Engineering, Inc. Nutting Engineerins Nutting Engineerins Gir0:1 _1 (.'. IJ 1\ ;APPROVED! Test Identifier 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 224 -47099 520109 -1 520111 -4 520191 -1 Calculations Calculations Calculations Calculations Calculations Calculations Calculations Calculations TAS -112 TAS -112 Test Name/Report Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quilt Drive Screws, Battens) 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 Aerodynamic Multiplier Moment of Gravity 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 13343.1 13343.1 ate Feb. 1995 Feb. I995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Sept. 1994 Dec. 1998 March 1999 October 2007 August 2007 February 1996 April 1996 December 1996 March 1995 April 1999 April 1999 June 2007 March 2009 NOA No.: 09- 0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 3 of 7 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater with a minimum of two screws. 4. INSTALLATION 4.1 Monier Lifetile Atlantis Shake and Slate Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Monier Lifetile Atlantis Shake & Slate Tile Weight -W (lbf) 8.5 Length-I (ft) Width -w (ft) 1.33 0.833 Table 2: Aerodynamic Multipliers -2i, (ft3) Tile A. (ft) a. (ft3) Profile Batten Application Direct Deck Application Monier Lifetile Atlantis Shake & Slate Tile N/A 0.208 Table 3: Restoring Moments due to Gravity - M, (ft -Ibf) Tile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or Profile greater Monier Lifetile Atlantis Shake & Slate Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens N/A 6.17 N/A 6.11 N/A 6.01 N/A 5.89 N/A 5.75 N/A 5.59 Direct Deck APPROVED I NOA No.: 09- 0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 4 of 7 Table 4: Attachment Resistance Expressed as for Nail -On Systems Fastener Type Tile Profile Monier Lifetile Atlantis Shake & Slate Tile Direct Deck (min 15/32" plywood) a Moment - Mf (ft-Ibf) Direct Deck (min. 19/32" plywood) Battens 2 -10d Ring Shank Nails 1 -10d Smooth or Screw Shank Nail 2 -10d Smooth or Screw Shank Nails 1 #8 Screw 2 #8 Screw 30.9 38.1 7.3 9.8 N/A N/A 14.0 18.8 N/A 30.8 30.8 N/A 1 -10d Smooth or Screw Shank Nail (Field Clip) 1 -10d Smooth or Screw Shank Nail (Eave Clip) 2 -10d Smooth or Screw Shank Nails (Field Clip) 2 -10d Smooth or Screw Shank Nails (Eave Clip) 51.7 51.7 N/A 24.3 24.3 N/A 19.0 19.0 N/A 35.5 35.5 N/A 31.9 31.9 N/A Table 5: Attachment Resistance Expressed as a Moment Mf (ft-ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Adhesive' 31.32 1 See manufactures component approval for installation requirements. PolyProTM 2 Flexible Products Company TileBond Average weight Polyfoam Product, Inc Average weight per p per patty 13.9 grams. 8 grams. 4 Medium paddy placement of 24 grams of PoIyProTM. Table 5A: Attachment Resistance for Sin . le Patt+ Expressed as a Moment - Mf (ft -1bf) Adhesive Set S stems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile PolyProTm 118.94 PolyProTM 40.44 3 Large paddy placement of 45 grams of PalyPro TM. 4 Medium paddy placement of 24 grams of PoIyProTM. Table 5B: Attachment Resistance Expressed as a Moment - Mf(ft -Ibt) for Mortar or Adhesive Set Systems Tile .. Profile Tile Application Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Mortar Setb 39.0 5 See specific mortar manufacturers Notice of Acceptance NOA No.: 09- 0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 5 of 7 S. 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 ". MONIER LWETILE LLC, ATLANTIS SHAKE AND SLATE (POMP ANO BEACH, FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 09-0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 6 of 7 PROFILE DRAWINGS • _ h•h cIUERL �'~h �•�`•hy. ,•1. '�.�i,. IAPPROVED • WA1ERLOCK .•��. .A _ •h. OVERLAY lour MONIER LIFETILE ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 09- 0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 7 of 7 MIAMH�ADE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 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.miataidade.eov/bui1dinet 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® AH160 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 Tigera. 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 Test Specifications Polypro® AH 160 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: Proverb! Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs./ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change ® -40° F., 2 weeks +6.0% Volume Change @158.,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 2 of 7 EVIDENCE SUBMITTED: Test Agency Tat 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 MUTATIONS: 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® 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 the adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. (!) W 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® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and PoIyfoam 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. & 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 is 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 REQUE REMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. 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 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 NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 6 of 7 M ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY END OF THIS ACCEPTANCE NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 7 of 7 !IF Miami -Dade My Home My Home ha l ate@. Show Me: (Property Information Search By: I Select Item • Text only l Property Appraiser Tax Estimator • Property Appraiser Tax Comparison • Portability S.O.H. Calculator Summary Details: Folio No.: 11- 2232 - 030 -0010 Property: 1285 NE 104 ST Mailing Address: JOHN E TIMINSKY &W LISA E 1285 NE 104 ST MIAMI SHORES FL 33138 -2659 Property Information: Primary Zone: 1300 ONE FAMILY CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/2 Floors: 2 Living Units: 1 Adj Sq Footage: 2,779 Lot Size: 20,379.60 SQ FT Year Built: 1939 Legal Description: RIVER BAY PARK PB 41 -55 LOTS 1 & 2 BLK 1 LOT SIZE 169.830 X 120 OR 15084 -932 TO 37 0691 4 OR 00000 -0000 0691 01 Assessment Information: Page 1 of 2 ACTIVE TOOL: SELECT Year: 2010 2009 Land Value: $230,279 $619,030 Building Value: $281,822 $293,495 Market Value: $512,101 $912,525 Assessed Value: $424,701 $413,536 Exemption Information: Year: 2010 2009 Homestead: $25,000 $25,000 2nd Homestead: YES YES Taxable Value Information: ear; 2010 I 2009 Applied Applied axing Authority: Exemption/ Exemption/ T..v..l.l.. T-...nhl.. 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