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RF-15-2669 w ^ A Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-246087 Permit Number: RF-10-15-2669 Scheduled Inspection Date: November 17, 2015 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: CARROLL,JAMES Work Classification: Repair Roof Job Address: 1269 NE 98 Street Miami Shores, FL Phone Number Parcel Number 1132050090260 Project: <NONE> Contractor: TOP SEAL SERVICES Phone: (305)754-7844 Building Department Comments REPLACE VALLEY AND RESEAL FLASHING AROUND Infractio Passed Comments CHIMNEY INSPECTOR COMMENTS False Inspector Comments Passed Ow Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. November 16,2015 For Inspections please call: (305)762-4949 Page 12 of 38 Florida International Engineering and Testing Lab LLC Fe1 * Ee 7500 NW 25 Street,#241, Miami, FL 33122 FLORIDA INTERNATIONAL ENGINEERING Telephone: (305)378-1991-Fax: (305)378-1997 &TESTING LAB INSIGHT-IN NOVATION-INTEGRATION Miami-Dade Lab Certification#07-0612.11-State of Florida ca#27273 --------------------------------------------------------------------------------------------------------------------- SITE SPECIFIC INFORMATION Owner's Name: Jtl Job Address: ri2+(Q —J ' �.�. q� LA 1,&I&& L Roofing Contractor: 5 r Permit Number: .. « -72-� Type of Tile: 'r2 Approximate Roof Height: j_ — feet Slope: 2.. Approximate Square Foot ej<kQL ft' Type of Access to Roof: ✓' Ladder Other Required Test' g Force: 35 lbs _ Testing Equipmen : F. .E. 100x Shim o Instrument Date Installed: 1 0 l�-�`9�Z;Pate of Inspection: TEST RESULTS P=PASS, F=FAIL Test P or F Test P or F Test P or F Test P or F Test p or F Location Location Location Location Location 1 21 41 61 81 2 22 42 62 82 3 23 43 63 83 4 24 44 64 84 5 25 45 65 85 6 26 46 66 86 7 27 47 67 87 8 28 48 68 88 9 29 49 69 89 10 30 50 70 90 11 31 51 71 91 12 32 52 72 1 92 13 33 53 73 93 14 34 54 74 94 15 35 55 75 95 16 36 56 76 96 17 37 57 77 97 18 38 58 78 98 19 39 59 79 99 20 40 60 80 100 --------------------------------------------------------------------------------------------------------------------- IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TVST INFORMATION Perimeter Width: ft RESPECTFULLY SUBMITTED BY: Area U ifs 16W No. of Tests PerimeterField Corners Hips& Ridges Vinayagar M.Balakrishnan V �- State of Florida Lic#63107 FLORIDA INTERNATIONAL ENGINEERING&TESTING LAB, LLC Job Address: _ Contractor: Sketch of Roof (NTS) '�► �' (Q�' s—"�..jQ �� lb 04 Notes xt +s{°Rs tf Miami Shores Village `3 fltjt` � f s 10050 N.E.2nd Avenue NE \\ \ Miami Shores,FL 33138-0000 `\ Phone: (305)795-2204 Expiration: 04/24/201 \ \ Project Address Parcel Number Applicant 1269 NE 98 Street 1132050090260 Miami Shores, FL Block: Lot: JAMES CARROLL Owner Information Address Phone Cell JAMES CARROLL 1269 NE 98 ST MIAMI SHORES FL 33138-2562 Contractor(s) Phone Cell Phone Valuation: $ 3,800.00 TOP SEAL SERVICES (305)754-7844 � Total Sq Feet: 100 Type of Work:Repair Available Inspections: Additional Info:REPLACE VALLEY AND RESEAL FLASHING Inspection Type: Classification:Residential Roof Repair Scanning:3 Final Roof Review Roof Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $2.40 DBPR Fee Invoice# RF-10-15-57487 $2.00 10/27/2015 Check#: 1010 $ 133.40 $0.00 DCA Fee $2.00 Education Surcharge $0.80 Permit Fee-Repairs $114.00 Scanning Fee $9.00 Technology Fee $3.20 Total: $133.40 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING, ECHANICAL,WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that a the foregoi information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. F thermor , authorize t above-named contractor to do the work stated. /117 October 27, 2015 Authorized Signature:Owner / licant / Contractor / Agent Date Building Department Copy October 27,2015 1 Miami Shores Village g Building Department MECEIVED OCT i0 2015 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 Fjy: INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20/-j BUILDING Master Permit No./L ; —244 _q PERMIT APPLICATION sub Permit No. ❑BUILDING ❑ ELECTRIC ® ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS [] CHANGE OF 0 CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOBADDRESS: 1269 N.E. 98 St City: Miami Shores County: Miami Dade zip: 33138 Folio/Parcel#: 11 -3205-009-0260 Is the Building Historically Designated:Yes NO X_ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): James Carroll Phone#: (305 ) 610-7722 Address: 1269 N.E. 98 St City: Miami Shores State: F1 Zip: 33138 Tenant/Lessee Name: Phone#: Email: Phone#: 953-3333CONTRACTOR:Company Name: f (305 ) Address: City: -State: �C phone#:z(305) 953-3333 Qualifier Name: � ���� ` � State Certification or Registration#: CCC 1 3301 1 9 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 3,8 0 0.0 0 Square/Linear Footage of Work: 1 0 0 sqf t. Type of Work: ❑ Addition ❑ Alteration ❑ New I—L-1 Repair/Replace ❑ Demolition Description of work: Replace valley, and reseal flashing around chimney. Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) A . 1 Bonding Company's Name(if applicable) Bonding Company's Address \ _ City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,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 notiXmenta osted at the job site for the first inspection which occurs seven (7) days after the building permit is isuc posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature L1-6a—, gSignature_ OWNER or AGENT The foregoing instrument/was acknowledged before me this The foregoing ged before me this day of f7'y4 e—v'— 20 by )C1 day of oe� dz e,- 20 is by 2(rca C-r rO ��- ,who is personales known to CO-A-40 i\,J who is personally known to me or who has produced as me or who has produced as identification and who did take an ath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: r' Sign: - Sign: Print: Print: _��"•rtgMARYLOU fiLKNANULZ :S', .r MMYLOU HERNMM Se a I: *: MY COMMISSION#FF 059092 Seal: 4. t MY COMMISSION#FF 059092 . `� EXPIRES:October 10,2017 tea., , EXPIRES:October 10,2017 a•. Af, + Bonded Thru Notary Publ'c UMerxrters % Rr�tk Bonded Thru Notary Public Underwriters APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) wopepwil Iw' jts1A'u011etwwow OW tQ WZ-e8 39S OP03*PRO-fM!W _ salolgeA leioJawutoo Ile uo peAelds p aq Ism pAoge 'ON 1d1333V Gqj. •sseulsocl oq1 ol Aldde qo}qM sluewaimbei pue smel Aaoteinow leluowuaaAo6uou ao IeivawtuoAQ6 Aue q ^Aldwon isnw ioploH sSouisnq op o1'suolie3il jenb s JePIQq sip to uo!wo! rua:► a jo I!Uusd 'esueall a jou si idisoom oql 'xe,l ssaulsng leool eq1 p lum Aed swnluoo Alto ldlaoaa xej ssouisnq leool srq j 16EEO--S 1—(18VDIIC138 S 1C VOILQ 40'Sb Z (s)aaAojdw3 10 I333V I 3W d SS3Misn8 3DIA83S ELZ dMOD SDIAd3S 1V3S dO 431\13a3k1 1N3WAttd SS3Nisno :i© 3dA1 V3NM+ 01, V 6 `lab' - V8 aa#dey epoo Asunoo oi auensind LZ 1 U 13 IWMI ssouisnq la aaeld le paAeldsip aq isnl/V t Lf.ZL LL 1S K MN 96S 9 C OOM `0C 3 8 W 3JL d 3 S IVM3N311 dSO3 'S3:)IAS3S 1V3S dOl 3 I 3 'ON 1di333d NO1.LV* )"1/3111 WN S93N1sn S6OL699 Abd ION 00 1118 d ION St S1 1- ep!jol 10 KeIS 'Aluno ape(]-!weiVy - idite:mV I j OOPTOP STRUCTURE OCT 2 d 2015 ED 'ITBy: no Florid Building Code Editio+ , old �* High-Velocity Hurricane zone uniform Permit Applicatlod Porn. sect o �era( Information) Master Pe it Ne. Process No. ■ ■ Contractor's Name, Top Seal Services R - Job Address N.E. 98 Street ■ ■ • RO®R CATEGORY a ' ■ ■ 0: Low Slope C Mechanically Fastened Tile 113 Mortar/Adhesive Set Tile a , ® 0 Asphaltic Shingles U Metal Panel/Shingles ® Wood Shingles/Shakes s R ■ Prescriptive SUR-RAS 164 140OF TYPE I� New Roof 0 reroofing 11 Recovering XX Repair0 Maintenance ■ ROOF SYSTEM INFORMATION n Low Slope Roof Area(SP)N/A Steep Sloped Roof Area(SP) 1 /2 s q. Total(SP) 1 /2 sq. 'Section B {Roof Pian CSketch roof Plan;Illustrate all levels and sections,roof drains,scuppers,overflow scuppers and overflow drains. o Include dimensions of sections and levels,Clearly Identify dimensions of elevated pressuf zones_and location s parapets. ■ Y ■ ■ ■ Of R M a �o • � v • r ow • a 44 R • • ■ •• •• •.•.. a .. • 71. • • . •• •••••• a • • R •• 6 •••• • t• �' tri • ®01 e.5r R •••••• I� H • • p i ■ 2010 FLORIDA BUILDING G 15.34 ODa4 SUIi.blNG :,,: ..�....+ 3001' i • iii • • • • i•• ' ii i• • • • ii ii iii � i • iii • • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2010 A High-Velocity Hurricane Zone Uniform Permit Application Form. *Existing roof* Sectio DSteep Sloped Roof SIst m : e Roof System Manufacturer Salucer USA, Inc. Notice of Acceptance Nu ber: 14-0605.03 ; ■ Minimum Design Wind Pr ssures, if Applicable (From RAS 127' or Calculations}A *Exis ing ile Roof. 1• P2r 133A r R e t : -Steep Sloped of System Description Y i : ■ ■ Deck type: wood - w ] Type Un erlayment: 3 0lb. ASTM D-226 Roof Slope: : 3 12 E Insu ation: N/A Y Fire Barrier: N/A — J Rid e Ventilation. Fastener T e&S acro : r. �"ro l c s ?� • N/A Type Spacing: 1 1 /4 R/S 2 rows `' oc •••N•• • T i Adhesve Type: • self adhering •••T•• ••.. Type Cap Sheet; of stick to plus r • •• •• • � 0000 0000•• _ - 0000 =tile :600Meat�} gvf Height: 13 ' Roof Covering: Altusa S C _] • ■ • ■ 000460 0000 0 • Type&Size 000000■ Drip Edge, �: J • • galy. r • • r ■ A i r : ■ ■ ■ 1�'3� 2010 FLORIDA BUILDING CODE—BUILDING .. . . . .. ... .. ... . ... • *00 . • . . . . . . . . . 00 . . . .. • . . . . . . . . . . .. .. . . . .. .. . . . . ... . . . ... t SECTION R4402.13 HIGH VELOCITY HURRICANE ZM ES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 84402.13.1 Scope. As it pertains to this SE ction, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit,and o explain to the owner the content of this section.The provisions of Section R4402 govern the minimum require ents 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 initial in the adjacent box indicates that the item has ben explained. I.Aesthetics-Workmanship:T eworkmanship provisions of Section R4402 are for the purpose of providing that 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 pe rt of a zoning code,should be addressed as part of the agreement between the owner n e and the contractor. 2. Renailing Wood Decks:When replacing roofing,the existing wood roof deck may have to be renailed in accordance with the current provisions of Section 84403.(The roof deck is usually concealed prior to removing the existing roof system.) t�3. Common Roots: Commo roofs are those which have no visible delineation between neighboring units (i.e. townhouses, con ominiums, 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. `1Z_:C/__, _.4: Exposed Ceilings: Exposed open beam ceilings are where the underside of the roof decking can be viewed from below.The owner may wishto maintain the architectural appearance,therefore, roofing nail penetrations of the underside of the decking nay not be acceptable.This provides the option of maintaining this appearance. 5. Ponding Water: The curreni 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. Po'nding conditions should be corrected. "6'. Overflow scuppers (wall o tlets), It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are no provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. Ventilation: Most roof structtires should have some ability to vent natural airflow through the • in rio�of the structural assembly (the building ;itself). The existing amount of attic ventilation shall not be •••; reduced. It m4y�b&'beneficial to consider additional venting which can result in extending the service life of •••••• Exception:Att4spaces,designed by a.Florida licensed engineer or registered arc it c to eliminate the attic ••;•• venting,venting sial.l not be required. i 0000. .• . , I • •• i 0000.. � .. � I ..9... • 00 •. flwne 's/AgehM*Sibgnature - Data Conti- to ' 0000 . .. 0.0996 0 090009 • • / UAAJ Property Address Permit Number i „ w r MIAMI-DADE COUNTY MIAMI-UADE PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Sulacer USA,Inc. 6801 NW 77 Avenue, Suite#302 Miami,FL 33166 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 RER-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. RER 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: 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,au ses and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, far.Wes, Ideertising or axy other purposes shall automatically terminate this NOA. Failure to comply with any section p f this NOA*441 be cause for termination and removal of NOA. •::kDVERTb*"EW�'e NOA number preceded by the words Miami-Dade County, Florida, and followed by the • Wration clef®may b4dtpj 'Eayed in advertising literature. If any portion of the NOA is displayed, then it shall be done 0000. m its entirdN *0000* .00666 • 00 0600 • WD PECJIJQN: A MW bf this entire NOA shall be provided to the user by the manufacturer or its distributors and *shall be Sven aUle fowspiction at the job site at the request of the Building Official. 0..600 • . This renews aril revises NOA No. 12-1203.07 consists of pages 1 through 7. The submitted documentation was reviewed by Juan E. Collao, R.A. Ar� MtAMI•DAD NOA No.: 14-0605.03 E COUNTYi Expiration Date: 08/26/19 Approval Date: 08/28/14 Page 1 of 7 i , w ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Roofing Tiles Material: Clay Deck Type: Wood 1. SCOPE This approves a roofing system using Altusa "S" Clay Roof Tile as manufactured by Sulacer, S.A. de C.V. and distributed by Sulacer USA,Inc., as described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Altusa"S" Clay Roof Tile Length: 18.75" ASTM C 1167 High profile, one-piece, `S' shaped single roll clay Width: 10.75" tile with a nominal 2-%inch headlap. For direct Thickness: 0.46" deck nail-on, mortar set, or adhesive set Height: 3.6" applications. Trim Pieces Length: varies TAS 112 Accessory trim, clay roof pieces for use at hips, Width: varies rakes,ridges and valley terminations. varying thickness Manufactured for each tile profile. 2.1. MANUFACTURING LOCATION 1. Pimienta Cortes, Honduras 2.2. EVIDENCE SUBMITTED Test Aeency Test Identifier Test Name/Report Date American Test Lab of South RT0426.01-11 ASTM C 1167 ••.0107/11 Florida 0000.. American Test Lab of South RT0706.01-11 Static Uplift Testing :��Wi I/11•••';' Florida TAS 101 '. ..0 0 American Test Lab of South 2397-116 ASTM C 1167 ; ; '..061'28/07... •• Florida American Test Lab of South RT0712.02-13 ASTM C 1167 47/19/13;" .00.00 Florida000000 .0000* American Test Lab of South RT0714.02-14 ASTM C 1167 ". ; O'W/29/14 Florida ; American Test Lab of South RT0808.01-14 Aerodynamic Multiplier 08/13/14 Florida Restoring Moment Calculations NOA No.: 14-0605.03 Mmmi•DADE COUNTY Expiration Date: 08/26/19 1App oval r Date.• 08/28/14 Page 2 of 7 a t t The Center for Applied 94-083 Static Uplift Testing April 1994 Engineering, Inc. TAS 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) The Center for Applied 25-7200-1 Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 (Quick-Drive Screws, Battens) The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test#MDC-78 TAS 100 Celotex Corporation Testing MTS 520649 TAS 102(A) May 2000 PRI Asphalt Technology, Inc. CLF-003-02-01 TAS 102 October 2001 Redland Technologies 7161-03; Appendix III TAS 102 Dec. 1991 Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991. Appendix II TAS 108 (Nail-On) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 1.08 (Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 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 25-7848-6 :000*: ... . •••••• •••• • �NDADE COUNTY NOA No.: 14-0605.03 MIAM ' ,...• - Expiration Date: 08/26/19 Approval Date: 08/28/14 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 TAS 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 Miami-Dade Product Control 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 All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. 3.8 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Altusa `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 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (Ibf) Length-I (ft) Width-w (ft) Altusa "S" Clay Roof Tile 6.5 1.56 0.9 Table 2: Aerod namic Multipliers - (ft) Tile X (ft3) 2, (ft) Profile Batten Application Direct Deck Application Altusa "S" Clay Roof Tile 0.269 0.291 • Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf) •••••• • • .... . •••••• 7'•• 12" or---w 2": 12" 3": 12" 4": 12" 5": 12" 6": 19' .. .... • • • re�ater .... Batten Direct Batten Direct Batten Direct Batten Direct Batten �r�Ft Batten Dir aE ••` Deck Deck Deck Deck •pelt' :•` •• De 4.70 4.71 4.63 4.65 4.54 4.57 4.43 4.46 4.30 .41134• 4.16" 4.21 ` NOA No.: 14-0605.03 MIAMI•DADE COUNTY Expiration Date: 08/26/19 Approval Date: 08/28/14 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mechanically Attached Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (Min 15/32" plywood) (Min. 19/32" plywood) Altusa "S" 2-10d Ring Shank Nails 28.6 41.2 19.4 Clay Roof Tile 1-10d Smooth or Screw 5.1 6.8 2.8 Shank Nail 2-10d Smooth or Screw 6.9 9.2 7.3 Shank Nails 1 .#8 Screw 28.7 28.7 18.1 2 48 Screws 58.2 58.2 26.8 1-1Od Smooth or Screw 23.1 23.1 19.0 Shank Nail Field Clip) 1-1Od Smooth or Screw 29.3 29.3 24.0 Shank Nail Eave Clip) 2-10d Smooth or Screw 27.6 27.6 38.6 Shank Nails Field Clip) 2-1 Od Smooth or Screw 38.1 38.1 41.8 Shank Nails Eave Clip) Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Altusa "S" Clay Roof Adhesive 29.3 3 Tile 2 See manufacturer's component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. 3M 2-Component Foam Roof Tile Adhesive AH-160 Average weight per patty 8 grams. •••.: ••• Taftle-6: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) •••••. for Single Patty Adhesive Set Systems • TileTile Application Minimum Attachment see Doe Prof+le Resistance Al §a "S"C12y Roo ••• •3MTM 2-Component Foam Roof Tile Adhesive AH-160 66.5 4 • Tje• ." * " 2-Component Foam Roof Tile Adhesive AH-160 38.7 e ••6' ••. .3MTM 2-Component Foam Roof Tile Adhesive AH-160 52.05 s • g Large pa aa;placerr121?ttlf63 grams of 31VI'2-,Component Foam Roof Tile Adhesive AH-160 • ,6---Medium paddy placeVmn't of 24 grams of 3M-2-Component Foam Roof Tile Adhesive AH-160 6 Large p'addyplacement of 70 grams of 3M'2-Component Foam Roof Tile Adhesive AH-160 MIAM4DADE couNTY NOA No.: 14-0605.03 ... Expiration Date: 08/26/19 Approval Date: 08/28/14 Page 5 of 7 Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Altusa "S" Clay Roof Tile Mortar Set 24.50 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below or following statement: "Miami-Dade County Product Control Approved". HONDURAS MADE IN ALTUSA LABEL FOR ALTUSA"S"CLAY ROOF TILE. ' LOCATED ON THE UNDERSIDE OF 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 Building Official or Applicable building code in order to properly evaluate the installation of this system. r• • • ••s 6666•• 6666.• as 6666•• • •.r• 6646•. • • 4666 6•.6• 4666 • •• 6666• 6466 •• • 6666•• 6666•• • 00606900•9 r• 9 0094 96 0*0*00 9.6.99 NOA No.: 14-0605.03 MIAMI-DADE COUNTY Expiration Date: 08/26/19 1 Approval Date: 08/28/14 Page 6 of 7 PROFILE DRAWING • 18-3/4" 10-3/4" 0000•• w •:0000 • • • • • 0000•! 0000•• •!•• •w •• 0000• w • • • • • 0000 0000•• 0000• •• • •••• ••••" !• •••!• ALTUSA `S' CLAY ROOF TILE ••••s• 0000w w• • !•www 0w • • www• • •• .000• • • w • 0000•• • • • END OF THIS ACCEPTANCE NOA No.: 14-0605.03 QW1110 ;COUNTY Expiration Date: 08/26/19 Approval Date: 08/28/14 Page 7 of 7 r •• • • • •• ••• •• • • • • • • • • • •• •• •• • • • •• •: •i•