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RF-11-581Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 157881 Permit Number: RF-4- 11-581 Scheduled Inspection Date: November 08, 2012 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Final Roof Owner: MEJIA, GILBERTO Work Classification: Repair Roof Job Address: 165 NE 98 Street Miami Shores, FL 33138- Project: <NONE> Contractor: PAUL BANGE ROOFING, INC. Building Department Comments REPAIR DAMAGED AREAS Phone Number Parcel Number 1132060132330 Phone: 3051981 -7663 November 08, 2012 For Inspections please call: (305)762 -4949 Page 2 of 19 Inspector Comments PassedA.,��j Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. November 08, 2012 For Inspections please call: (305)762 -4949 Page 2 of 19 ENGINEERING' November 2, 2012 Paul Bange Roofing 7000 SW 21s` Place Davie, FL 33317 RE: TAS -106 TILE. UPLIFT TESTS Proposed Roof Mejia Residence Permit # RF4 -11 -581 165 NE 98th Street Miami Shores, Florida Dear Sirs: Order # 12 -2364 Phone 954 - 784 -2941 800 - 848 -1919 Fax 954 - 784 -7875 feel- eng.Com In accordance with your authorization, Federal Engineering & Testing has performed Tile Uplift Testing in compliance with Testing Application Standards TAS -106 and the Florida Building Code High Velocity Hurricane Zone on November 2, 2012 at the above referenced project. The purpose of our inspection was to determine the uplift capacity of the roof tiles for the residence at the above referenced project. The subject roof consisted of S- Shaped Clay Tile Foam Set. The pitch of the subject roof is 3/12. Our field engineer visited the site and conducted 11 uplift tests on the roof tiles. All tests were performed according to the Florida Building Code High Velocity Hurricane Zone and protocol TAS -106 using an Intercomp Scale Model CS200. The following is a summary of results: Field Test Results Test Number Test Location Field Uplift Pull Test Test Result 1- 3 Comer See Attached Diagram > 35 pounds Passed 4 - 8 Perimeter See Attached Diagram > 35 pounds Passed 9 -11 Field I See Attached Diagram > 35 pounds Passed N /A* Hip/Ridge I See Attached Diagram > 35 unds Passed *Hip /Ridge not est ue to being mortared Keith LeBlanc, P.E. e® //; f- Federal Engineering & Testing Florida Reg. No, 59394 11 V MIAMIDADE o Construction Material Engineering Council Army Corp of Engineers American Concrete Institute Miami Dade County Florida Department of Transportation r . Page 2 11/2/12 165 NE 98`b Street Miami Shores, Florida All test results were found to be in compliance with TAS -106 and the Florida Building Code. The test results are limited to the tested areas. If other roof areas exhibit different conditions, it should be brought to our attention for remedial work. This uplift test is not a roof top inspection. A final roof inspection must be conducted by the building official for approval The test results presented reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof conditions are continuously changing due to exposure to the elements. Federal Engineering & Testing is an independent third party providing un- biased testing information and results. Federal Engineering & Testing is a third party and is not affiliated with our client nor do we have any financial interest in the project or determination of the test results. As mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Federal Engineering & Testing appreciates the opportunity to be of service to you at this phase of your project. If you have any questions or comments, please give us a call. We would be pleased to help in any way we can. It has been a pleasure working with you and look forward to doing so again in the near future. Sincerely, �� r /'7 r Keith LeBlanc, P.E. Federal Engineering & Testing Florida Reg. No. 59394 Certificate of Authorization # 5471 Miami -Dade County Certification # 11- 0407.01 ENGINEERINCr -t N 1 ,o' a At � 51 S 31 iA � E 7 7' A =0.1W = 0.1x28' =2.8' A =0.4H = 0.415' = 6.0' Perimeter Dimensions = 3.0' Corner area = 37 S.F.-3 tests PNot ketch Perimeter area--210 S.F. 5 tests Field area =253 S.F.- 3 tests .Scale 98th Street Gr Miami Shores, FL 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 BUILDING PERMIT APPLICATION FBC 20 -- Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder):— G Address. l /n ,1 Q Ci- 1 A )' T r s � 31 2011 Permit No. J V Master Permit Fo—&— o V� l"� ( Zi City: �I �'�, j ��`� K State: p: Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: S >156' Folio/Parcel #: 1 1-, Z ®e ^ 0 f 3 s Z 3 3 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: S K' ��� _ '�' �� "° ' Phone #: Address: City: ° State: Zip: Qualifier Name: State Certification or Registrations Contact Phone #: ° ".'` iEmail Address: DESIGNER: Architect/Engineer: of Competency #: Iff Value of Work for this Permit. $ Square/Linear Footage of Work: l Type of Work: ❑Addition ° DAlteration ONew R<air/Replace ODemolition Description of Work: Zd& Z 'P AM 66> >e* Submittal Fee $ Permit Fee $ —.04) U CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond Notary Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ oe _Z ' cio TOTAL FEE NOW DUE $ "1 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip 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 afier the building permit is issued. In the absence of such posted notice, the inspection will not be approveq and a reinspection fee will be charged. 7ht er o r agent The foregoing ins as acknowledged before me this day of �LGh , 20 I 1 , by qj t i%,fy M!! i c - who is personally known to me or who has produced 1.1_ As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY Signature �hQctor The re o' g ins ent was acknowledged before me thi day o , 20 1, , bytll who is p,�d1y kno r o me or who has produced L as identification an�p�e an oath. NOkARY PIRG w... V Si Print: °tee JOSIANE OA SILVA My C °r Notary Public - State of Florida 'r= My Comm Expires Dec 14, 2014 0� kli Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk AC R& CERTIFICATE DATE (MMIDD/YYM 4/15/2011 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 BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT. If the certificate holder Is an ADDITIONAL INSURED, the poilcy(ies) must be endorsed. If SUBROGATION IS WANED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Frank H. Furman, Inc. 1314 East Atlantic Blvd. CONTACT Denise Page PHONNo Ext): (954) 943 -5050 No. (954) 942 -6310 E-MAIL ADDRESS: denies @furmaninsuraace.com P. O. BOX 1927 PRODUCER 00006291 UST Pompano Beach FL 33061 INSURERS AFFORDING COVERAGE NAIC # INSURED INSURERA.Maiden Specialty Insurance Co 37745 INSURER B :North River Insurance Company 21105 $ 11000,000 Paul Bangs Roofing Inc. and BD & M Trucking 7000 SW 21St Place INSURER C:Brid efield Employers Ins Cc 10701 INSURER D: GEN L AGGREGATE LIMIT APPLIES PER POLICY X PRO LOC INSURER E : $ 2,000,000 Davie FL 33317 INSURER F: B COVERAGES CERTIFICATE NUMBER:11 -12 Liab & WC; REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE DDL IN WVD POLICY NUMBER POLICY EFF MM/DD POLICY EXP MMiDD LIMnS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE a OCCUR X X NAX0009251100 /19/2011 /19/2012 EACH OCCURRENCE $ 11000,000 PREMISES Ee occurrence $ 50,000 MED EXP (Any one person) $ Excluded PERSONAL &ADV INJURY $ 11000,000 GENERAL AGGREGATE $ 2,000,000 GEN L AGGREGATE LIMIT APPLIES PER POLICY X PRO LOC PRODUCTS - COMP/OP AGG $ 2,000,000 $ B AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS X X 1337300001 9/24/2010 9/24/2011 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 X BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ X X Uninsured motorist combined $ 1,000,000 PIP -Basic $ 10,000 UMBRELLA LIAB EXCESS LIAR OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ L+ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNER/EXECUTIVE YIN OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS beldw NIA 083032424 6/16/2011 6/16/2012 X WC STATU- OTH- ER E.L. EACH ACCIDENT $ 500,000 E.L. DISEASE - EA EMPLOYEd $ 500,000 E.L. DISEASE - POLICY LIMIT 1 $ 500,000 DESCRIPTION OF OPERATIONS/ LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, N more space is required) la7 a:1ll (i L7_\ 1 a Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Furman, Jr /DP ACORD 25 (2009109) ©1988 -2009 ACORD CORPORATION. All rights reserved. INS025 poosm) The ACORD name and logo are registered marks of ACORD May.24. 2011 12:10PM No.6573 P. 2 4 115 S. Andrews Ave., Rrn. A-1 00, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 11 2010 'i'l lrOU(,;,%H SEPTEMBER 30,;W- 11 Business Name, MY, 13ANOE ROOFING INC R00Y1NG/,371XKr METAL Mbrfi CTOR Business Type. (ROOFINa WiURACTOR) Business Location; 7000 SW 21 FTj StatelCounty/Ceil1lRog;=033691 DAVIE . Exemption Code! NONEXEMPT Business P110110', .954-981-7663 Rooms seats &P16yeGs Professionals Number of Machines: Vending Type: Tax Amount T(ansfer Foo NSF Foe Penalty Prior Years Collection Cost Total Paid 21.00 0100 Q'oo 27.00 THIS BECOMES A TAX RECEIPT This tax Is levied for tho privilege of doing business within Broward county and Is non-regulatory In nature. You mtiat inset all County and/or MunIcloality planning WHEN VALIDATED and zoning requirommitd, ThIs Busineso Tax Recolpt niust be transferred when the business Is sold, business name has changed or you have moved the business locatlon, This receipt does not IndIG810 (but the businoss Is legal or that it Is In compilanco with State or local laws and regulations. Mailing Addross; 7000 SW 21 PL Paid 09/16/2010 27,00 2010 2011 ' ~ . ' . .. . . . . . . .' . . . . . . . . . . . . .� . . . . . . . ' . . . ^. . . ' May.24, 2011 12:30PM No. 6573 P. 3 BUSINESS TAX RECEIPT .. .... NAME AND LOCATION OF BIAS, TAX RECIEPT I f=irst -Class Mail � A PRSRT PAUL. SANGE ROOFING INC U S Postage 11'ald " 7000 SW 21 PL PDa 6591 SW 45 STREET DAVIE FL 33317 DAVIE, FL 33314 s CONTROL NO, TYPE BEGINNING ENDING ON PHONC- NUMBCR 0017015 • REGULAR 10/01'!241.0• _ .: 09/30/2011 954 -981 -7663 l3US: TAX RCCEIPTA CODE .'., ' DESCRIPTION 11- 00021510 05806 CONTRACTOR: SUBCONTRACTOR Reference: MAILING ADDRESS - PAUL SANGE TO: f 1111111 pill �I11IrI�' IrlIIr1II11II�r111111lII�tllllilll r�lr1 1OZ •2548195 00 609 607 i } PAUL RANGE ROOFING INC • 7000 SW-21 PL DAVIE FL 33317 -7133 ; May, 24. 2011 12:30PM No, 6573 P. 4 r :Jf,•� 1: �,t +tr �I':_ 1 ;37 AT, ®• • V�iY�sy 0 i •`Y t': \' f �` t �''.l.r.•P ',J:'1:;1 'd`., ,!i:� S ;t \•, J. ,l,�a` Y ;t tt,aS'.•.. `�, a p;.• � 1 •'i •' • +,° " ' 3 iCCCit t :�.:: /_ oa r c ��1 3 hy.; \iP `1rrL.y , .'' 0 L .f rr 'rya' e.T��. �1 ✓ f .1 ,Yr,)' °Y,: i s ki. ! ! I• +{' „ ;,.%, �y .!�•t' •lli .a !., :. }t�v1.,1 �:'•tj"rii:'�.' 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'I ■ ■MM ■ ■ ■■ IE ■■■ P71 isimeo ■ EWE■ imnrAmmr ml EE■■EO!■]■r]EM■ ImV Y 1.a ■Ell.■■MEIi ■ ■ ■L' �Er�EEr./�r,t .■■■ME■1hE■■■■ lot IEr ll ■■R ■k QME�M" \ ■El rIEO'I ■E ■F7 ■E ■ ■E>ii ■V7 ■r'�E 1 ■►dMrl ■r lv iMEM1 ■f' J!■■ 'ARIFAEE■r11 ■L,1>[E:�Jf7r i ■!E■ 1!!■li!■r. I"* ■O"■lb l ■! i1! „! ■ ■vID 1 ■ ■!M ■El'A■ ■ ■ ■ 2 ■ IF A■j■s r i ■i-rlla N Yid 1.I ^IiJ■ ru��arsar,��s�■ �lll�!L' i1��X•t•�1Pi��lti 7 L 6pvwllluw avuPpoics MAU dlmanninna of plavatnil Florida Building Code EdlUon 2007 High Velocity Hurricane Zone Unitonn Permit Applicatlon Fonn Roof System Manufacturer: t4 L r'VS 4 Notice of Acceptance Number: 0 �L — 0?' f 1. 0S Minimum Design Wind Pressures. if Applicable (From RAS 127 or Calculations): Maximum Design Pressure From the NOA Spociffe : Method of the attachment: Steep SIOD®d Roof Svst, in Deiscr Rtlon Deck Type: Roof Slope: —L-:12 Ridge VendkIlon? Mean Roof Height: i �- 12301-48 12109 PAGE 4 L )rc1®0io IBS 7117 SO Type & Spacing: I /i e ,ry eD . sy 1970 Cap Sheet: /F L - 7-74 l✓.�Or oaf Covering: Type & Size Drip Florida Building Code Edition 2007 Nigh Velocity Hurricane Zone UnNorm permit Application Form Section E (Tile Calculatlonsl For Moment based tle systems, choose either Method l or L Compared the values for M,whh the values from M*. Wthe Mr values are grater than or equal to the Mr values, for each area of the root; lust the We attachment mood is ameptal& Method 11,"Mement Based Tile Calculations Per RAS 127' �, .1 � s' — D. S -Zk m NOA ft 16-5 (P2--W-6 zX .a�`1 .�.�)— M��SZ� �2k�,sl6•1; NOA MrS (Ps:1ti, •1 =; _1 X14 — Mg: � a N6 2 i. -.!E3 NOA A* (,0 & -'� Method Z "Simplified M Calculation Per Table Below" Requhvd Moment of Reedstanoe (Mr) From Table Below NOA A* *Mast be used in COnianeton witg alien of moment basted the systems endorsed by the Broward Coairty Board of Ralef and Appeals. For Uplift based the systems an Method 3. Compared the values for F' with the values for F, N the F' values are grater than or equal to the F, values, for etch area of the reef, then the tle attachment method is able. Method 3 "Uplift Based Tile Calculations Per RAS 127' ws a J — W: — z cos 8: - a Fry: NOA F w: - ___) — W: = cos 8: = Fro; NOA F F,a: NOAF to Obtain 1iO- Ul-4d 1'l_JUU YAGE5 an to iAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Clay Forever, LLC 6801 NW 7701 Avenue Miami, FL 33166 NIIANII -DARE COUNTY, FLORIDA METRO -DARE 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 (AEU). 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 AID 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: Altusa " S" Clay 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. Failuie 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 #06-0706.09 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 07- 0919.05 . L Expiration Date: IV16112 Approval Date: 12/20/07 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub- Category: Roofing Tiles Material: Clay 1. SCOPE This renews roofing system using Altusa One Piece S' Clay Roof Tiles, as manufactured by Alfareria Del Turbio, S.A. (ALTUSA) in Venezuela and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system 2. PRODUCT DESCRIPTION Manufactured by Test Product Avulicant Dimensions SDecifications Dewdytion Altusa One Piece `S' L = 181 /a" TAS 112 High profile clay roof tile. For direct deck or Tile W =10.5" batten nail -on, mortar set or adhesive set 1/2" thick nominal applications with minimal headlap of 2-W' 3.25" high Trim Pieces Length: varies TAS 112 Accessory trim, clay roof pieces for use at Width: varies hips, rakes, ridges and valley terminations. varying thickness Manufactured for each file profile. clip L = 6" TAS 114 Tile clip D = 0.125" Clip L &h = 2" TAS 114 L Shaped tile clip W =1/z" 0.05" thick 2.1 SUBMITTED EVIDENCE: Test Agency IBA Consultants, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing { Test Identifier 2397 -116 94-083 94-084 25- 7200 -1 Project No. 307025 Test ##MDC -78 MTS 520649 Test Name/Reuort ASTM C 1167 Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 102 (Quick-Drive Screws, Battens) Wind Driven Rain TAS 100 Date 06/28/07 April 1994 May 1994 Feb. 1995 Oct. 1994 TAS 102(A) May 2000 NOA No.: 07- 0919.05 Expiration Date: 12116/12 Approval Date: 12/20/07 Page 2 of 7 Test Aeency Test Identifier Test Name/Report Date PRI Asphalt Technology, Inc. CLR003 -02 -01 TAS 102 October 2001 Redland Technologies 7161 -03; Appendix M TAS 102 Dec. 1991 Redland Technologies 7161 -03 Wind Tunnel Testing Dec. 1991 Appendix 11 TAS 108 (Nail -On) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nail -On) Redland Technologies P0631 -01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Redland Technologies P0402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 1999 Walker Engineering, Inc. Evaluation Calculations 25 -7183 March 1995 Walker Engineering, Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25 -7584 December 1996 25- 7804b -8 25- 7804 -4 & 5 3. WRTATIONS 25- 7848 -6 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. 4. INSTALLATION 4.1 `Altusa One Piece S' Clay 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 NOA No.: 07. 0919.05 MM9 © F.xpirnfion Date: 12116/12 Approval Date: IU20/07 Page 3 of 7 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight- W'(Ibf) length -I (ft) Width -w (ft) Altusa'S' Tile 6.9 1.52 0.875 Table 2: Ae amic Multipliers -.X (ft) Ills I (ft) 4 ": 12" Profile -r-WI-cation Direct Deck Application Aftusa'S' Tile 0.253 0.274 Table 3: Restoring Moments due to Gra - M ft -Ibf Tile 3": 12" 4 ": 12" 5 ": 12" 6 ": 12" 7 ":12" or Profile or less plywood) Aftusa'S' Tile rester Aftusa'S' Tile Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 2.8 Deck Deck Deck Deck 1 Deck 4.47 5.35 4.40 5.27 4.31 5.16 4.20 5.03 4.08 4.89 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Nall -On Systems Tile Profile Fastener Type Direct Deck (Min 15/32" Direct Deck (Min. 19/32„ Battens plywood) plywood) Aftusa'S' Tile 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 148 Screw 28.7 28.7 WA 218 Screws 58.2 58.2 26.8 1 -10d Smooth or Screw Shank Nall Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail Eave Clip) 29:3 29.3 24.0 2 -10d Smooth or Screw Shank Nails Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails Eave Clip) 38.1 38.1 41.8 1 Screw with Altusa 080 1 Screw with clip (at the Tile' head of tale Altusa Clip See c 187.1 1p details 187.1 N/A Altusa "S" Tile' 1 Screw with clip (at the water course of file 35.2 35.2 N/A 1. Screw must be Installed In the inside nail hole located nearest to the hump of the.tile. e- NOA No.: 07- 0919.05 Expiration Date: 12/16/12 Approval Date: 12170/07 Page 4 of 7 Table 6: Attachment Resistance Expressed as a Moment M, (ft-Ibf) for Two Ratty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Altusa'S Tile Adhesive 29.3 2 See manufactures com onent annmuml for installation re uirements. 3 FleAble Products Company TileBond Average weight per patty 10.7 grams. Pot Yfoam Product, Inc. Average weight per a 8 grams. Table 7: Attachment Resistance Expressed as a Moment - M, (ft -lbf) for Single Fatty Adhesive Set stems Tile Tile Application Minimum Attachment Profile Tile Resistance Altusa 'S' The Polyfoarn PolyPrOTM 66.5 Polyfoam PolyProTm 38. 4 La a add lacement of 63 grams of PoIyPrO4. 24.50 5 Medium d dy placement of 24 rams of PolvProTm. Table 8: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Altusa'S' Tile Mortar Set 24.50 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". * * * ALTWA MWE IN VENEZUF1 A. * * * IDENTIFICATION MARK FOR ALTUSA `S' CLAY ROOF TILE LOCATED UNDERNEATH TILE 6. BUMDING PERMT 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.: 07- 0919.05 Expiration Date: 12/16/12 Approval Date: 12120/07 Page 5 of 7 PROFILE DRAWINGS ALTUSA `S' CLAY ROOF TILE "SPANISH S° TILE BY ALTUS (TYP -) CLIP WITH ONE (1) SCREW ATTACHED TO DECK CLIP DETAILS 2 -1/2° OVERLAP (COVERS PIN HOLE) SCREW IN THE INSIDE HOLE NEAREST TO THE HUMP OF THE TILE CLIP PLACEMENT DETAIL O qrl� 7 1 \\CUP t? NOA No.: 07- 0919.05 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 6 of 7 SCREW (HO SCREW (HOLDS CLIP ONTO DECK) CLIP DETAILS (CON'T) "SPANISH S° 71LE BY ALTUSA (TYP.) :7 2112° OVERLAP (COVERS PIN HOLE) SCREW IN THE INSIDE NAIL HOLE NEAREST TO THE HUMP OF THE TILE CLIP PLACEMENT DETAIL END OF THIS ACCEPTANCE DECK 1 1/4° 1 We 3/41 5/ GALVANIZE[ il I METAL CLIP 21/2• SCREW NOA No.: 07- 0919.05 Y Expiration Date: 12116/12 Approval Date: 12/20/07 Page 7 of 7