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RF-09-1373s Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 127636 Scheduled Inspection Date: October 26, 2009 Inspector: Bruhn, Norman Owner: RAUP, SUSANNE Job Address: 824 NE 100 Street Miami Shores, FL Project: <NONE> Contractor: AB MARTIN ROOFING Permit Number: RF -8 -09 -1373 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1132060340050 Phone: 305 -836 -2851 Building Department Comments REROOF TILE VANGUARD ROLE Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 127292. CREATED AS REINSPECTION FOR INSP- 122291. tile Remove all construction debri. Provide uplift test Remove debri Cc_ October 23, 2009 For Inspections please call: (305)762 -4949 Page 15 of 17 6RY7AA ZZtA Miami Shores Village r ° Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 i'TV c., OCT 0 X2009 Permit No. , F - 8 -o? - I3 Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) .SCE 544)A) f Riq c) P Phone # 3Q5 ° 75 i - 3 Fe c' Owner's Address Rr4 9 ,tJ n e) _ City /W m . /0 (-2,S State p L Tenant/Lessee Name Zip 231.3 Phone # Job Address (where the work is being done) 8a2 ,.) E % Ci City Miami Shores Village County Miami -Dade Zip _33 / 3 FOLIO / PARCEL # `f 3 ?O 6 039 - 0 n --0 Is Building Historically Designated YES NO f- Contractor's Company Name ,./3 'R Phone # 7 6 ` 308 C) e Contractor's Address 36 7 /0 /3,5- j City OPIQ State Qna ifier Name r F N) ,)� m ®4,J Phone # _ -mac- C5'5 ° 77 State Certificate or Registration No. axon -7,2 On Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: ❑Addition Describe Work: / ❑Alteration Phone # Square / Linear Footage Of Work: ❑New ❑ Repair/Replace ❑ Demolition / *************** * * * * * * * *FFeees * * * * * * * * * * * * * * * * ** Permit Fee $ CCF $ Note$`> Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ • Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side ---> Zoning $ Bonding Company's Name (if applicable) A y Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating " construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 4 // , f Owner or Agent The foregoing instrument was acknowledged before me this 30 day of 4iEP .. ,2006;, by 60,5x9.0,12 zR liap , who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Signature a,6 Co tractor The foregoing instrument was acknowledged before me this day of 5 , 20 , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer Zoning Lab Report No. 09- 100095 Providing Solutions to the Roofing Industry C.A. #: 26095 Lab Certificate: 08- 0514.02 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 PROPERTY ADDRESS :: 824 NE 100 ST., Miami Shores OWNER: Susanne Raup CONTRACTOR: A B Martin Roofing TILE TYPE: Double Roll ATTACHMENT:: Poly Foam • PERMIT No: RF -8- 091374 ROOFING SQUARES: 30 ROOFPITCFL• 3:12 INSPECTOR INITIALS: NM/Hg TEST DATE: 10 -17 -09 Required Testing Force: 35 Ibs ....,y �y...r No. ... ...... ........ RESULT ... .. No. - . _ RESULT - - ___- No. -- _ - RESULT No. RESULT No. RESULT 1 -5 Passed 31 -36 Passed 6 -10 Passed 11 -20 Passed 21 -30 Passed THIS ROOF HAS: PASSED I 1 FAILED 1 THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI- Reviewed by: Alberto Cardona, P.E Lic. No. 17138 "ROOF SKETCH" Front 36' 10' 22' 595 W. 18th Street Hialeah, FL 33010 12 11 8 10 7 6 14 5 15 9 i 26 17 19 16 20 22 21 25 24 27 23 3 29 30 34 36 28 31 35 33 FLAT AREA www.floridatec.net Tel: (305) 256 -4550 Fax (866) 333 -6988 36' Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 122292 Scheduled Inspection Date: October 22, 2009 Inspector: Bruhn, Norman Owner: RAUP, SUSANNE Permit Number: RF -8 -09 -1373 Job Address: 824 NE 100 Street Miami Shores, FL Project: <NONE> Contractor: AB MARTIN ROOFING Permit Type: Roof Inspection Type: Up Lift Report Work Classification: Tile Phone Number Parcel Number 1132060340050 Phone: 305 -836 -2851 Building Department Comments REROOF TILE VANGUARD ROLE Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments fee ell44 October 21, 2009 For Inspections please call: (305)762 -4949 Page 11 of 34 OWNER 's Al FIDAVJT OF EXEMPTION ROOD TO WALL CONNEC'T'ION HURRICANE MITIGATION RETROFIT FOR EXISTING Si'1"1:- 13111LT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SEcTioN 553.844 F.S. �o a 08 ozco? To: in /Ail --�$�/,Fk,RES ` �tuilding Department /CO 50 Mee L' AJ� • ,41140? SKI ae.!'S FL. Re: Owner's Name 505 ,4A) /t) RA0P Property Address &: y Air /60 s7 Roofing Permit Number R - 8-d - /3)3 R s - 7 -09 - /l34/ ' Dear Building Official: 1 50 SA/006e RAOP certify that 1 am not required to retrofit the roof to wall connections of my building because: EThe just valuation for the structure for purposes of ad valorem taxation in less than $300,000.00. The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of the 1994 edition of the South Florida Building Code (1994 SFBC). Signature of Property O l er jUSAit}N Ail OP Print Name STATE OF FLORIDA COUNTY OF MIAMI -DADE Sworn to and subscribed before me this 0 8 day of 0C.7- , 2069 (SEAL) ✓Personally known or Produced Identification When the just valuation of the structure for purposes of ad v orem taxation is equal to or more than $300,000.00, and the building was not constructed in compliance with the FBC nor with 1994 SFBC, and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit Mint be provided. C:Ulnmimrnh sad SddngebicMyUammrcub \Simimicsarerh.,,2VUafiq htridmfi (Lmplianer.4 xa 07rilleblralor LICENSED AND INSURED Job Address: ROOFING, INC. ARMAR?flN 3680 N.W. 135th Street • Opa Locka, Florida • 33054 836 -2851 681 -2852 SHEATHING AFFIDAVIT 8079 AE /06 �} Name of Roofing Company: A.B. Markin Roofing, Tnc. Name of Qualifier: Address: Permit No.: A.R. Martin License No. C -OCbO 7200 377 3680 N.W. 135 Street Opa TLcka, Florida 33054 1, A.B. Martin , do hereby affirm: (Print Name of Qualifier) That I have personally inspected the re- nailing of the existing roof sheathing as required by Florida Building Code (FBC) Section 2322.2.8 for the area covered by the roofing permit referenced above and further state that the re- nailing of the sheathing meets the requirements of the current edition of the Florida Building Code sections 2322.2. FBC Section 2322.2.2 Board roof sheathing shall have a net thickness of not less than Y4 inch when the span is not more than 28 inches or 5/8 inch when the span is not more than 24 inches, shall have staggered joints and shall be nailed with 8d common nails not less than two in each 6 inch board nor three in each 8 inch board at each support. FBC Section 2322.2.8 When existing roofs are re- roofed to the point that the existing roofing is removed down to the plywood sheathing, the existing roof sheathing shall. be re- nailed with 8d common nails (0.131 diameter by 2 -1/2" long with a 0.281 diameter full round head). Power driven 8d nails shall be of the same dimensions. Nail spacing shall be six inches on center at panel edges, six inches on center at intermediate supports, and where applicable 10d nails four inches on center over gable ends and sub - fascia. Existing fasteners may be utilized to achieve such minimum spacing. Qualifier Q tractor Signa e* 66/07-5 te A.B. Martin (Print Name of Qualifier /Contractor) , having first been duly sworn, does affirm the statement above to be true and correct by his own perso ii/Personally known to me (Seal/Stamp) Date AFFIDAVIT OF COMPLIANCE WITH ROOF DECKING ATTACHMENT AND SECONDARY WATER BARRIER HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE - FAMILY RESIDENTIAL STRUCTURES PURSUANT 1'0 SECTION 553.844 F.S. Date: / 0 0 0 9 ' T0:fivAni 5/10 Building Department mr. ?✓� s4,62E5, "L ° Re: Owner's Name ,e/le-V3 Property Address gw y ,) e ,zo S Roofing Permit Number RF -8 -09 -/373 ,r- -o9 -j/ Dear Building Official: 1, a. ig47/ , certify that the roof decking attachment and fasteners have been strengthened and corrected and a secondary water barrier has been provided as required by the "Manuel of Hurricane Mitigation Retrofits for Existing Site -Built Single - Family Residential Structures" adopted by the Florida Commission by Rule 9B -3.047 F.A.C. Qualifying Agent Signature of 0 P . ''/rA2% iA-1 ifying Agent Print Name SWORN TO AND SUBSCRIBED before me this 2d day of 1 c- J , 2 , Q.4.3 %V) /07'U who: is personally known to me OR has produced as 'identificaton and who executed the foregoing instrument freely and voluntarily for the purposes therein expressed. NOTARY PUBLIC, Late of Florida At Large MY COMMISSION EXPIRES: Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number. INSP- 122291 Permit Number. RF -8 -09 -1373 Scheduled Inspection Date: October 15, 2009 Inspector. Bruhn, Norman Owner: RAUP, SUSANNE Job Address: 824 NE 100 Street Miami Shores, FL Project: <NONE> Contractor: AB MARTIN ROOFING Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1132060340050 Phone: 305 -836 -2851 Building Department Comments REROOF TILE VANGUARD ROLE Passed Failed 06 -7Y I Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments tile /ZO �irC ge)/ koueex, 0"4-6-14" October 14, 2009 For Inspections please call: (305)762 -4949 Page 7 of 20 Roof System Manufacturer: Section D Sloped System Description Tile Roof System I LIFE TILE — /VI an/, c iS . Notice of Acceptance Number (NOA): Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): kw -/emso P 1: P 2: P 3: BYo _____ Maximum Design Wind Pressures, (From the NOA Specific system): Fill in the specific roof assembly components. If a component is not e nsf required, Insert not applicable (rva) In the text pox. Roof Slope: "/12." Roof Mean - Height: ft. Method of Tile Attachment: I Adheshremiel AIAPaddy Polyfoam Polypro- Alternate Method of Tile Attachment per NOA: Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edge Fastener Type: 1-3" face 24 ga — J— Galvanized Metal -- 1 11/4 R.S Nails 4" O/C Hook Strip/Cleat gauge or weight Deck Type: I —1' x 61 T 84 G- Optional Insulation: IN/A Optional Nailable Substrate: IN /A Optional Nailable Substrate p t: : • • :: •`� �.•�N• 7 • • • Basesheet Type: •• o. •i• • • • I # 30 ASTM '`�' . I141_1 %' � l f •• .. •• Fastener Type for Basesheet ihenh' • ' 111/4 R.S Nails & 1 5/8 in.Ca ' •• • •' • •t • Tite Underlaymen+ (Cap oL eet j( :.__. 0 Tile Underlayment Attachment Method / t- 6 cu Ara/z. -° / a Tile Profile: 1 VAN GUr9 RA Pew- L• I • • • • • • fir, �1 : 51 Miami Shores Villacc7 APPROVED BY DATE ZONING DEPT • BLDG DEPT • /G% SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS ,4 EA/ v m /) Y Florida Building Code Edition 2002 Velocity Hurricane Zone Uniform Permit • , R=ation Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for Mowith the valves from M i. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" • g (P1: 41.5 z ?a°20.m 13 Mg: ;97 Ma 7•" NOA Mf4?-6- (P2: 7753.6 z to >28 2 ,'3 -Mg: '�i:17 = A1iz.._i .14 NOA Mf (P3: i /e,' $ z A = 33-4)- Mg: 5:7) -Ma ' 6 NOA Aff /IC' Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M,) From Table Below NOA Mf Mr Required Moment Resistance* Description Moan Roof Height 15' 20' 25' 30' Mean Roof Height 40' - Roof Slope [ 2:2 34.4 38.5 31.2 39.7 NOA 42.2 3:12 32.2 34.4 31.0 37.4 Required Moment Resistance 39.8 : ?.. 4:12 30.4 322 33.8 35.1 Fr 5:12 28.4 30.1 31.8 : 32.t: • X30.5 • " _34.9 8:12 28.4 28.0 29.4 • 32.4• • • 7:12 24.4 25.9 27.1 • .78 • 30i0 ..•• *Must be used in conjunction with a list of moment based tile systems endorsers optihe Broward County Board of Rules and Appeals. • • • • • • : •• •• •. For Uplift based file systems use Method 3. Compared the valves for F'•tite values for F,. If the F' values are greater than or equal to the Fr values, for eaeh area of the roof, then the tile attachment method is acceptable. • • • Method 3 "Uplift Based Tile Calculations Per RAS 127" •••• (PI : z1: _ : w:= ) -W: cos 8: = F : NOA F' (P2 : z I: = a w: _ ) - W: a cos B: _ = F,2: NOA F' (P3 : z 1: = z w: = ) - W: : cos B: _ = F,r3: NOA F' • ••• • • • ...• •••• Where_ to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope g Job Site Aerodynamic Multiplier a, NOA Restoring Moment due to Gravity Mg NOA Attachment Resisbnice Mr NOA Required Moment Resistance Mr Calculated Kmmntm Attachment Desistance F NOA Requited Uplift Resistance- Fr Calculated Avers Tile Weight W NOA Till Dimensions length w= width NOA All calculations must be submitted to tie Building Official at the time ofpemritapplication. •••• • ••••4 • ••••' • •.••l • • 123_01 -48 5/03 PAGE 5 MIAMI•DADE 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 WJiST N AGLER 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. Hillis 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 reserve jla ght to revoke this acceptance, if it is determined by Miami -Dade County Product Control Di$isigftbat 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 Floiri,d,p Building J qde including the High Velocity Hurricane Zone of the Florida Building Code. •••• •••• DESCRIPTION: Vanguard Roll Concrete Roof Tile • •• •• ••• • • • •• LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, c'itA state aid, • • following statement: "Miami -Dade County Product Control Approved ", unless otherwisenote4 herein.• • • • • • RENEWAL of this NOA shall be considered after a renewal application has been filed atarithere bias, Tina 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 cli.alige 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. FailurF GG i bmply 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 Coumy, Florida, and folibwed by the expiration date may be displayed in advertising literature. If any portion of the NOA. is cisplayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manuf a::ure, or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 07-1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 1 of 7 • • • • • • • • • • • • • • • • ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Roofing Low Profile Roofing Tiles Concrete 1. SCOPE This renews a system using Monier Lifetile Vanguard Roll 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 LLC Vanguard Roll Tile Trim Pieces Test Dimensions Specifications 1 = 16 -1/2" w = 13" 1 /z" thick 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Aiency Redland Technologies Redland Technologies Redland Teclurologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies TAS 112 TAS 112 Test Identifier Product Description Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct•dacic• or battened nail -on, mortawadiesive say • applications. • Accessory trim, concrete reef pieces for use at hips, rakes, ridges and yey lermim it ams• Manufactured for each tile'ptbfile. •••• •. • • • . • • •• •• •• • .. • • • •••• Test Name/Report , • • • • • ID�a c. •:. • • 7161 -03 Static Uplift Testing Dec. !St % • • Appendix IlI PA 102 & PA 102(A) . . 7161 -03 Wind Tunnel Testing Dec. 1991 Appendix II PA 108 (Nail -On) P0402 Withdrawal Resistance Testing of Sept. 1993 - screw vs. smooth shank nails 94 -060B Static Uplift Testing March, 1994 PA 101 (Adhesive Set) 94 -084 Static Uplift Testing May 1994 PA 101 (Mortar Set) P0631 -01 Wind Tunnel Testing July 1994 PA 108 (Mortar Set) NOA No.: 07-1023.07 Expiration Date: 1211.6112 Approval Date: 12/20/07 Page 2 of 7 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. Celotex Corporation Testing Services Walker Engineering, Inc. Wacker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineering Test Identifier Letter Dated Aug. 1, 1994 Project No. 307025 Test #MDC -760 .25- 7183 -1 25- 7183 -2 25- 7214 -2 25- 7214 -6 528454 -2 -1 520109 -2 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations TAS -112 Test. Name/Report. Wind Tunnel Testing PA 108 (Nail -On) Wind Driven Rain PA 100 Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Date Aug. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 Augur X2007. • .• ch :Inn. • ... ��bm' 1Yin• ▪ April 1996 .... •••• '•.••. Dece%. • 1994. . •• •• •• •• • • • • • Aerodynamic Multipliers. .October • • 7• ▪ • Two Patty Adhesive Set Sysid? • Aprti ?929•. 13343.1 - June 21Z7 • a t. = 1 a s O F 1• - NOA No.: 07-1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 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. 4. INSTALLATION 4.1 Monier Lifetile Vanguard Roll 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 (I x w) • • • •• • .... Tile Profile Weight -W (lbf) Length -I (ft) • • •liMifilth -w I • • • • Monier Lifetile Vanguard Roll Tile 9.2 1.38 •••• 1.08 • • • • • • •••• •••• • •• •• • • •• Table 2: Aerod namic Multi • tiers - ?. ft • • ••••• Batten Application Direct t� ipplicition .0.289 • Tile Profile Monier Lifetile Vanguard Roll Tile 0.266 • • • • • • • • • • •. • • • • Tile Profile Monier Lifetile Vanguard Roll Tile 2 " :12" Table 3: Restoring Moments due to Gravity - M, (ft-ltf) 3%12" 4 ":12" 5 ":12" Battens 5.30 Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck , :.211 Batten 6.03 5.24 5.97 5.16 5.87 5.05 5.75 i)irect Deck 7 ":12" or greater Direct Deck 4.92 —1.60 4.78 5.44 Battems J NOA No.: 07. 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 4 of 7 Table 4: Attachment Resistance Fastener Type • Expressed for Nall-On Systems Direct Deck (min 15/32" plywood) as a Moment - Mr (ft-Ibf) Direct Deck (min. 19/32" plywood) Battens Tile Profile Monier Lifetile Vanguard Roll Tile 2 -10d Ring Shank Nails 27.8 5 Medium paddy placement of 24grams of PolyProrM. 37.4 28.8 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2-10d Smooth or Screw Shank Nails Eave Cll. 31.9 31.9 32.2 • ___1 • 1 • • •• • • • • • • • • •••• Table 6: Attachment Resistance Expressed as a Moment for Two Patty Adhesive Set Systems M} fit • • •••• • • • • • • e_ Minial Attachmetft •Pgsistance •.: • • • • Z•13 • • • • Tile Profile . Tile Application Monier Lifetile Vanguard Roll Tile Adhesive` 1 See manufactures corn. onent a. . royal for installation re•uirements. • • • • • 2 Flexible Products Company TileBond Polyfoam Product, Inc. Average weight Average weight per patty 11.4 grams. •• • • •. per patty 8 grams. • -•- • Table 7: Attachment Resistance Expressed as a Moment - Mr (t-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment — Resistance, 86.614 Monier Lifetile Vanguard Roll Tile Polyfoam PoIyProTM Polyfoam P0IyPr0TM 45.5y 3 Large paddy placement of 54grams of PoIyProTM. 5 Medium paddy placement of 24grams of PolyProrM. NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 5 of 7 • Y • • • • • • Table 8: Attachment Resistance Expressed as a Moment • M1 (ft-Ibf) for Mortar Set Systems Tile Profile Tile A • • lication Attachment Resistance Monier Litetile Vanguard Roll Tile Mortar Sets 20.60 5. LABELING ' Al] tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as shown below, or following statement: "Miami -Dade County Product Control Approved ". VANGUARD ROLL MONIERLIFETILE LLC, VANGUARD ROLL TILE IDENTIFICATION MARK • (POMPANO, 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 Dyable building • • • • code in order to properly evaluate the installation of this system: . • • • • • • r• • •,.•• • . • • • • •, • • NOA No.: 07.1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 6 of 7 PROFILE DRAWING • • • •••• • • •• •• • • • • • • • MONIER LIFETILE VANGUARD ROLL CONCRETE ROOF TILL.. • END OF THIS ACCEPTANCE • • • • •••• • • , • • • •••• • • • •••• • • • • •••• ••• • • • •• 0 ••Sy •' • •••• • • • • • • • • •• , ♦„ , • • •' • NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 7 of 7 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Electrical Plumbing Owner's Name (Fee Simple Titleholder) 5 () -5,4 /thr,) E RA OP Owner's Address a V /) G /0C City in he4 fl'/ .5 / State giQ L, pQ a Permit No. Master Permit N . NECMZWMN RR AUG 17 200 If D, Mechanical Phone # Zip 3 s /3cP Roofing Tenant/Lessee Name Phone # Job Address (where the work is being done) 8 City Miami Shores Village County Miami -Dade 1'LA° Zip FOLIO / PARCEL # i f — - ® 3 ei! - co J` Is Building Historically Designated YES NO ✓� Contractor's Company Name 0 , a / , /277Ai Contractor's Address 77 c / 8 `S s 7' City OPALI, C.-/K $ State pc., Zip �3 63' 'c/ Qualifier Name q, 6 r AA / I T7 Id Phone # '405' --� #," 77 4'O 3 3/ 38 Phone # 7% State Certificate or Registration No. etren ?0`2 ®® Certificate of Competency No. /0/P't Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: Describe Wo 16,(30 Phone # Square / Linear Footage Of Work: Addition []Alteration []New iF��i ►tlil� Jl %/ /�rTiti_��II��= +ia'�r�i.� -` Repair/lteplace SOO [] Demolition CL ***************************************pees******************* ********************** Permit Fee $ 800 r CCF $ 10Q0 ..r Submittal Fee $ 5D 4253- CO /CC Notary $ Training/Education Fee $ 3 ' Technology Fee $ 130 Scanning $ (0'00 Radon $ Bond $ Code Enforcement $ DPBR $ Double Fee $ Zoning $ Structural Review. $ Total Fee Now Due $ • 10 e,t- X172 See Reverse side --> Bonding Company's Name (if applicable) Bonding Company's Address Ci ty State / Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person . whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ,(J Owner or Agent The foregoing instrument was acknowledged before me this /4 day of Ac , 20Cq , by 505,44,0t... Arat.Xi° who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: C My Commission Expires: * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) LOUISE MARTIN 're m ton DD 697755 ki Expires August 26, 2011 Bonded TM, TroyFain * ** Signature a (8- Cghtractor The foregoing instrument was acknowledged before me this if/ day of ,4O , 2001, by q ,Q MJ4®2T /A , who is personally known to me or who has produced as identification and who did take an oath. * ** NOTARY PUBLIC: Sign: Print: A toa5,- /v»27'/A-) My Commi. Sinn FxpirPc. mmissi n r Expires August 26, 2011 * * * * * * * * * * ** Itiui ,NI Bonded Thru Troy Fain Insurance 800996.7019 Plans Examiner Engineer Zoning * * *,r< * ** NOTICE OF COMMENCEMENT 1111111 I ii 11111 1111 111 1 111111!1111111111 A RECORDED COPY MUST *3,E POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. SPATE OF FLORIDA: COUNTY OF MIAMI - DARE: THE. UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statuses, the following information is provided in this Notice of Commencement. C:F14 21- 109RO49-357 2 OR P.k 26932 F's 2711; (1P9) RECORDED 07109/2009 09 :33 :54 HARVEY lti:liV'INr CLERK. OF COURT MIAMI-GAGE COUNTY FLORIDA LAST PAGE 1. Legal description of property and street/address: i51,:q '/ I1)L /O ) 2. Description otimprovement: - FLAT I JLiE 3. Owner(s) name and address: SVS/IJU/)t" ).",AO, g,WA,E )Lan S�7 ICI A // ffe Interest in property: f IC C- E 1/1") Name and address of fee simple titleholder: 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: /11 7. Persons within the state, of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Alt Signature of Owner Print Owner's Name • U 5 v, uJ Sworn to and subscribed before me this (1) day of Notary Public Print Notary's Name My commission expires: 123.D1 -32 PAGE 4 8102 , 2O . Prepared by ,„---- ''S 64,0,(74. Address: .:,:_267? .4)(+6 13 01-1/11-1)(-1-1A �3LJ`<�5 •I 1 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Master Permit No. Contractor's Name: Section A (General Information) Process No. 1 Ce emi9t Y Job Address: I 81,7 y /U E / D0 Roof Category , ✓ Low Slope E Mechanically Fastened Tile M7 ortar /Adhesive Set Tile ✓ Asphaltic Shingles r Metal Panel/Shingles r Wood Shingles/Shakes E Prescriptive BUR- i S 150 r Other:1 ® is 1 41 Roof Type New Roof r :Roofing r Recovering r Repair IT Maintenance tacks located on the roof? r Yes 1- 12‘ If yes, what type? r Natural r LPGX Roof System Information Low slope roof area (ft.a) l Steep Sloped area (ft.') I .g-5O 6 Total (ft.2)1 g' $bt) 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. Perimeter Width (a'):1 3 Corner Size (a' x a'): 3X ' MME■■■■■■■■■■■■■■■■■ ■11■■■■■■■ ■■■■■■■■■ ■■■ ■11■■■■ ■ ■■ = MMMM■ ■• ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■■■■■ ■1111■■■■■■■■■■■■■■■ ■11■■■■ MUM ■1■ ■ ■ ■■■ ■ ■ ■ ■ ■ ■■■ ■ ■ ■■ 1111■■■■■■■■■■■■■■■ ■1111■ ■11■�■�■ ■11■■ •1 ■IIIIIIIIIIIE 911111 "' I111111111:11111111_11111 MMOMMEMMENEMMING IsM V i■■■■ ■■■■■ ■■ ■■■■■M� ■■111111■ ■■■ ■IM■■■■■11■■■n■ qtr► Sri■ MINX■■ ■■■MAR■■■■■■■■■■■■■ ■ ■■■■■ MME■MII■■■■■■■■ 'Ii■6 MAIM■ rt i■ M .■■■■MMONki■■■■■■■■■li■■■ ■■■■■ MEM■MM■ ■■■■■■MLI i■ Y■ O> t, Wl> M■ 11M \1111MlN!<I■ ■■■11 ■ ■ ■ ■ ■■ ■■11■ 11■■■M MOMMEMMEMMEMEMMEMMEMMMAINIMMUMMOUNIMMOMMIMMEMMOIM i11■I■■MMUM MMM111■11■■ ■■■■ ■■■■I :61=M■■■■■11■■■■M■■ ■■■■■■11■■■■■ ■■■ ■■■■■ ■ME■MI■■■ ■■■■■■rnV■■■■■MEMPWAH ■■■■■■■■■■■■■■■ ■■■■■ M111■M111■■■■■■■■■Ii11\ ■■11 ■11■i►\GE ■11Wq /i ■ 1111■• ■ ■ ■ ■ ■■.■■■ ■■■■■ MMINIMMOMEMMEMMEMINIMMOMMEMEMSP22111111MMEMMEMMIMMEM ■■■■■ ■■■■■■■■■■■■■u i■■■■rmaimmir •m■■■■■■■■■■■■■ ■■■■■ MM■■■■■■■■■■11Mii■■i . i■■r11!1■NrY■■■M ■■11■■■■■■11■11■■11r.M■�■■■■■■ U 111111111111��11�11111 =1i... i••••••u•••••iii�iiiii ■■■■■■■■■■■■■■ I■■ n11■■■ ■■.■ ■■■■.•■■ ■■■■■ ■11 ■11■■IIr11111 M■■■■■■■■■■■■■■ a ■■iI■ ■r■ ■■■■r ■■ ■ ■■�■■■■11■■■■■■■ 111111111111111111111111111111111111111111111 i ■onnii I VAN Goi RA 1401-C. ° 1 Roof System Manufacturer: Section D Sloped System Description Tile Roof System JLIFE TILE -- /VI 0A// tis • Notice of Acceptance Number (NOA):�� / Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P1: P 2: P 3: OCT. r& ZWM Et O 7 201 Maximum Design Wind Pressures, (From the NOA Specific system): psf Fill in the specific roof assembly components. if a component is not required, Insert not applicable (n/a) in the text box. Roof Slope: "/12" Roof Mean`Height: ft. Method of Tile Attachment: I — Adhesive, OEM.1, ; eddy Polyfoam Polypro- Alternate Method of Tile Attachment per NOA: IN/A Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edge Fastener Type: I - -3° face 24 ga.-- I— Galvinlzed Metal- 11/4 R.S Nails 4" O/C Hook Strip/Cleat gauge or weight I --n/a- Deck Type: I- 1 °xS °T &G- Optional Insulation: Optional Naiiable Substrate: Optional Nailable Substrate ttac4iment • • j IN/A Tile Underlayment (Cap Sheet) Type: • • • • • • • • • • •••••• • • • •• • • • •••• Tile Underlayment Attachment Method: A5HPRL,T - ,B/ic// N,4/4 - , a t - Tile Profile: el�tifi u'd m Miami Shores Village APPROVED BY DATE ZONING DEPT • BLDG DEPT •. SUBJECT TO COMPLIANCE WITH ALL FEDF� STATE AND COUNTY RULES AND RE( MEA/ PA )` Florida Building Code Edition 2002 h Vel Hurricane Zone Uniform Permit • • cation Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for Mrwith the valves from M1. If the Mt values are greater than or equal to the Mr values, for each area of the root, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" z (PI: 1/5 z A. O b'i. m 1 3 Mg: _CV? V 7 = Mir 7° e'Y NOA Mt 'lY (P2:7» 269 ® 2 'r3 -Mg: 697 =Mrz_L" NOAMf E%° (P3:y an' z ?O e2 = 33- ) —Mg: T ;7) =Mr.3 7"Cr NOA Mt 2/C Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below NOA Mt Mr Required Moment Resistance* Roof Height 15' 20' 25' 30' 40' — Roof Slope i 2:12 34.4 36.5 38.2 39.7 422 3:12 32.2 34A 36.0 37.4 39.8 ; ..R4 t12 304 32.2 33.8 35.1 5:12 28.4 30.1 31.6 • • • 82 • . 34.9 • 6:12 264 28.0 294 ••• P ••••• 7:12 244 259 27.1 • ••2141 i0.0 •••• *Must be used in conjunction with a list of moment based tile systems endorsddo by the Broward County Board of Rules and Appeals. • • •• •• For Uplift based tile systems use Method 3. Compared the values for r i the values for Fr. If the F' values are greater than or equal to the Fr value/, for each area-of the roof, then the tale • attachment method is acceptable. • •' • •••• • • •••• ••• • • • •• • •••• •••• • •• • • • Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pi: z1: x w:= ) —W: z cos B: = Fr,: NOAF' (P2: al: = x w: ) —W: acos 9 :_= Frz: NOAF (P3: z1: = z w: = ) —W: cos 0: = Fr3: NOAF' • • • • • • • • • • • • • • Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope g Job Site Aerodynamic Multiplier a. NOA Restoring Moment due to Gtavity MR NOA Attachment Resistance Mr NOA Required Moment Resistance 1Vk Calculated Minimum Attachment ftedstance F NOA Required Uplift Resistance Fr Calculated Average Tile Weight W NOA Tile Dimensions 1= length NOA w= width All calculations must be submitted to the Building Official at the time ofpermitapplicadon. 123_01-48 5/03 PAGE 5 MIA MIDADE BUILDING CODE COMPLIANCE OFFICE (ECCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 200 Story Road Lake Wales, FL 33898 MIAMI -DADS 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 glivi�ieip 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 lgi.da BuilddiCode • including the High Velocity Hurricane Zone of the Florida Building Code. • DESCRIPTION: Vanguard Roll Concrete Roof Tile • • • • • • •• • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or jogd, cry, statr,,i following statement: "Miami -Dade County Product Control Approved ", unless otherwise Hated herein.... • • RENEWAL of this NOA shall be considered after a renewal application has been filed a3ad there 114s lt 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 c1 arige 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. Failurf: to t brnply 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 follbwed by the expiration date may be displayed in advertising literature. If any portion of the N4:)A is cisplayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacture, or its distributors '. and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera, NOA No.: 074023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 1 of 7 • • • • • ROOFING ASSEMBLY APPROVAL Category: Sub- Category: Material: Roofing Low Profile Roofing Tiles Concrete 1. SCOPE This renews a system using Monier Lifetile Vanguard Roll 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 Dimensions Mother Lifetile LLC Vanguard Roll Tile Trim Pieces 1 = 16 -1/2" w = 13" 1 /s" thick 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Test Specifications TAS 112 TAS 112 Test Identifier 7161 -03 Appendix i1I 7161 -03 Appendix 11 P0402 94 -060B 94-084 P0631 -01 Product Description Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roil rib: For disci desk or battened nail -on, mortg tr tdhesiv . § fit• applications. •••••• • Accessory trim, concretemti pieces for use at hips, rakes, ridges arll•"al.lej termination. Manufactured for each tfi8 I ?ofile. • • • • • • .. .. • • • • • Test Name/Report i • • • .. • Static Uplift Testing PA 102 & PA 102(A) . Wind Tunnel Testing PA 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails - Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 101 (Mortar Set) Wind Tunnel Testing PA 108 (Mortar Set) .. • • • • • ..•• in.tt.... •,.•.• Dec ..4611 Dec. 1991 Sept. 1993 - March, 1994 May 1994 July 1994 NOA No.: 07-1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 2 of 7 Tess. 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. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineering Test identifier Letter Dated Aug. 1, 1994 Project No. 307025 Test #MDC -76 25- 7183 -1 25- 7183 -2 25- 7214 -2 25- 7214 -6 528454 -2 -1 520109 -2 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations TAS -112 Test. Name/Report. Wind Tunnel Testing PA 108 (Nail -On) Wind Driven Rain PA 100 Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct • Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 • • • • •. • • .... ..•. Date Aug. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 August 2007 MaroV • Febru4:1: 6 April 1996 Decelliel• 1•9b • •• • •• .• • • • Aerodynamic Multiplies • , • Octabv� 7 i • • • Two Patty Adhesive Set Sys'Cm. • Apt; 19w 13343.1 - June`2&f% �.. NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12 /20/07 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 unde5rlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Monier Lifetile Vanguard Roll Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations • Table 1: Average Weight (W) and Dimensions (1 x w) • • • •• • Tile Profile Weight W (lbf) Length -1(ft) • Monier Lifetile Vanguard Roll Tile 9.2 1.38 •.Width -04,V .• • •••• 1.08■••• • • .••• •••• • • •• •• ••• • • • •• Table 2: Aerodynamic Multipliers - X (ft3) • • X t • �X,'(fta) •••••• Batten Application Direct pe* App nation 0266 0.289 • • • • Tile Profile Monier Lifetile Vanguard Roll Tile • • • • • • • • • • • • • • Tile Profile Monier Lifetile Vanguard Roll Tile 2 ":12" Table 3: Restorin 3 ":12" Moments due to Gravi M 4 ":12" 5 ":12" ft-11:1‘ Battens 5.30 Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.03 5.24 5.97 5.16 5.87 5.05 5.75 7 ":12" or greater Direct DOCK 4.92 t 5.60 4.78 5.44 Batttanfi NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - M, (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Monier Ufetile Vanguard Roll Tile 2 -10d Ring Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw _ 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2-10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 0 - - • •• •.•• . • ••.• Table 6: Attachment Resistance Expressed as a Moment4M1' R•Ibf) • for Two Patty Adhesive Set Systems . " ". .•••• . Tile Profile Tile Application •.••• Minimum Attadllftfbnt • • • Resistance • • •• 26.13 • • • •••• Monier Ufetile Vanguard Roll Tile Adhesive 1 See manufactures com.onent a.. royal for installation re•uirements. • ••• 2 Flexible Products Company TileBond Average weight per patty 11.4 grams. •. • • • • Polyfoam Product, Inc. Average weight per patty 8 grams. '.�.y -'- Table 7: Attachment Resistance Expressed as a Moment - rrtr (:t -ibf) for Sin • le Pa Adhesive Set S stems Tile Profile Tile Application Mini:num Attachment , Resistance,. Monier Lifetile Vanguard Roll Tile Polyfoam PolyProTM 86.61 Polyfoam P0IyPr0TM 45.56 . 3 Large paddy placement of 54grams of PoIyProTM. 5 Medium paddy placement of 24grams of PolyProTM. NOA No.: 07- 1023.07 Expiration Date: 12 /16/12 Approval Date: 12/20/07 Page 5 of 7 Table 8: Attachment Resistance Expressed as a Moment - Mi (ft-Ibf) for Mortar Set Systems Tile Profile Tile A. • lication Attachment Resistance Monier Lifetile Vanguard Roll Tiie Mortar Set' 20.60 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's naive or logo as shown below, dr following statement: "Miami -Dade County Product Control Approved '. VANGUARD ROLL MONIERLIFETILE LLC, VANGUARD ROLL TILE IDENTIFICATION MARK (POMPANO, FL PLANT) • • • • LOCATED UNDERNEATH TILE •.. • • • • • • .•• • 6. BUILDING PERMIT REQUIREMENTS • • 6.1 Application for building permit shall be accompanied by copies 8f #l�fbllowiig0• „• • • 6.1.1 This Notice of Acceptance. . • • • 6.1.2 Any other documents required by the Building Official dr•ap}icable buildi4 code in order to properly evaluate the installation of thissyS • • •::. o.• • • •0•• • • • •`o` •' • •i • ,• • •••• NOA No.: 07.1023.07 Expiration Date: 12/16/12 Approval Date: 12120/07 Page 6 of 7 • • • • • •••••• • • PROFILE DRAWING • • • • • • • •••• 0000 . • • •••• •• •• • • • • MONIER LIFETILE VANGUARD ROLL CONCRETE ROOF TICE • • END OF THIS ACCEPTANCE •••• ••• • •• •• • • •••• • ••, • • • NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page7of7 • • • • • • Ho •to,•,•,.k., •