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RF-11-1089Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Pi`t° Inspection Number: INSP- 160980 Permit Number: RF -6 -11 -1089 Scheduled Inspection Date: July 29, 2011 Inspector: Bruhn, Norman Owner: BATISTA, ARNALDO AND ELEIDE Job Address: 10611 NE 10 Place Miami Shores, FL 33138 -2103 Project <NONE> Contractor: SUNSHINE ROOFING & SHEET METAL CORP. Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number (305)498 -4511 Parcel Number 1122320280590 Phone: (786)318 -0440 Building Department Comments NEW TILE ROOF Passed L Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments July 28, 2011 For Inspections please call: (305)762 -4949 Page 2 of 5 CIVIL ENGINEER Reileh Engineering Corp. (Consulting Engineer) 2370 S.W. 123 Avenue Miami, Florida 33175 -1174 Tel : 305-823-8008 Fax: 305-823-3300 July 26, 2011 Martin Remodeling Miami, Florida Project: Dear Sirs; ROOF TILE UPLIFT TEST REPORT Residential Home 10611 Northeast 10 Place Miami Shores, Florida Information provided by client: Permit Number: Not Provided Date Completion: July 24, 2011 Roofing Contractor: Martin Remodeling Project Number: 11 -0586 (Testing Laboratory Certificate #06- 0501.15) In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total ofthe tested roof surface area was less than 10000 square feet, and the mean height ofthe roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be concrete /clay Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area ofthe roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. Code ins patio fthe roo the at = ve referenced projec nta test report pl 'iindacopy Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation 1�Iohaniad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 10611 Northeast 10 Place Miami Shores, Florida Reileh Engineering Corporation — Project Number -11 -0586 — Page 2 of 4 Report of TILE UPLIFT TEST for Residential Home 10611 Northeast 10 Place Miami Shores, Florida Project Number: 11 -0586 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass Rei leh Engineering Corporation — Project Number - 11 -0586 — Page 3 of 4 24 35 Pass , 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass Test 1 -8 Comer, 8 -12 Ridge Caps, 13 -23 Perimeter, 24 -35 Field Reileh Engineering Corporation — Project Number - 11 -0586 — Page 4 of 4 45' TEST 11a FIR-12 m 12 MIZIMG~i1;le - 11 CORM =8 kiln CAP -4 mIMG1 - 600 5r CO Q _ 40 5P NO. TT51- LOCA110N MINIM PI5IANCT, a 3' COUP AMA 0 f2IP66 CAP TEST LOCATION P MIMS I3ROI'TN 111,f: L P NOt 5 L00% 11L� 45' 11-086 APPROX. 1200F 1t5T LOCATIONS AN7 I7IMeN510N5 02/12/2007 02:31 7863180430 A 0 ,1 CERTIFICATE OF LIABIL PRODUCER (305 822-7800 FAX (305)558-4294 Collinsworth, Alter, Fowler & French LLC 8000 Governors Square Blvd, Suite 301 Miami Lakes, FL 33016 mum' Sunshine oofing 5 eet Metal Corp. 1056 East 33 Street Hialeah, FL 33013 COVERAGES SUNSHINE ROOFING PAGE 01/01 ITV INSURANCE oT /1`"/20 i THIS CERTIFICATE I5 ISSUED AS A MATTER OF ONLY THIS CERTIFICATE DOES NOT AMEND, ALTER THE COVERAGE AFFORDED BY THE._POLICI INFORMATION END OR BELOW. NAIC # INSURERS AFFORDING COVERAGE NSURER A: Scottsdale insurance Company 41297 WSURER E: Hanover Insurance Company 22292 INSURER 0: Commerce & Industry Ins Co 01226 wmiltml9O: Bridgefield Employers Ins CO 10005 INSUL€I E: THE POLICIES OF NSURANGE LISTED BQLOW HAVE BEEN ESUED TO THE INSURED NAMED ABOVE POR THE POLIOY PERIOD INDIOATED, NOTWITHSTANDING MAY PERRTTAIWN,, T 5 INSURRANCE AFFORDED BYTHE POOLIO�E.S DESC IBEO HEREIN S SUBJECT TO ALLL THE TEFIMS, E OLESION9 D CONO �g OF SUGH POL�CIES, AGGREGATE LIMITS $HOWN MAY HAVE BEEN REDUCED by PAID OLAIMS. r I iNeR TYPE or INSURANCE PQUOY NUMBER OEI'16RAL LWBILLTY X COMMERCIAL GENERAL LIABILITY 1 MANS MADE OCCUR X Blanket Addtl Xnsd X Blanket WOS S5,000 DED PER GEN'L AQOREGATE L0p4pIr,Appues PEROCCURRENCE FOR BI & PD —MOLDY X 6Cr LOC AUTOMOBILE immure AZ3 8806197 00 X BCS0022668 X X X X` ANYAUTO ALL OWNEDAU10S BCHEDULFD AUTOS HIRED AUTOS NON-OWNED AUTOS 81,000 Comp Ded 81,000 Coll Ded OARACEIJABIUre RAAO 6XCESSIUMBRELLA LIABILITY MOCCUR EJ CLAIMS MADE DEDUCTIBLE RETENTION $ Y a 07/31/201r 07/31/201 07/31/2010 07/31/2011 LINRTS EACH OCCURRENOE 5 1,000,000 ° ° .w„ ° ,.00, $ 50,000 LIFO VP (Any mm person) 5 5 00 PERSONAL A ADM INJURY s 1,000,000 $ 2,000,000 mo0wm11-Ookm0PASO s 2,000, 000 GENERAL AesflEatmE 0MwNED siNSLE umw ( mmer* BODLYINJURY (Per Gelam+) 8 $ 1,000,000 LYi n v $ (Per ea OAMA0E 5 9E028329468 D WORKERS QpS' qq ANN AO�MEI�19R 6XCLLIEDEW ATSP Q AL PROVISIONS below OTHER AUTO ONLY - FA ACCIDENT $ °THEN THAN ALITQONLY: EA ACC $ 04/16/2010 07/31/2011 830 -42975 09/15/2010 09/15/2011 AQQ $ WMHOCCURIWICE 5,000,000 AGGREGATE s 5, 000,000 i • X wQ BTA 0TH E.L. EACH ACCIDENT $ Root ng Contractor L located Ea L 1056E 33 StrreeetNNCiai eEatrl gp PRGYISIWrB 1 1t FL 33013 Miami Shores Village Building Department 1050 NE 2nd Avenue Miami Shores, FL 33138 ACORD 25 (2001/0$) IL MEAASE -FA EMPLOYEE $ E.L DISEASE - POL[CY LIMIT 9 1,000,000 1,000,000 1,000,000 E SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCEL1xLI BEFORE THE EXPIRATION DATE THEREOF, Tim MANG smaussR WILL ENDEAVOR TO NAIL 30 DAYS WRIrrEL NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH N5110E ORAL!. IMPOSE NO OAUGATION OR LIABILITY OF ANY KIND UPON The INBURER ITS Acme OR REPRESENTATIVES. AUTHORIZED REPRE$ENTATIVE Justin Failoni /SANDYS ACORD CORPORATION 1985 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 RO F G OWNER: Name (Fee Simple Titleholder): o Phonek O 67 ( n �', /O (. Permit No. Master Permit No. Address: City: o 3 iC. 5 State: / Zip: v Tenant/Lessee Name: Phone a�/Q Y ir, ( / ^ I S 1, Email: JOB ADDRESS: (0 G // N C i City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: /ID tipt Is the Building Historically Designated: Yes NO !/" Flood Zone: CONTRACTOR: Company Name: S�V151t t l� rt < Phone #: -72 310 -09q0 Address: L ®�( (� E 7 3 Si' G City: ► Sate: . lia‘ Qualifier Name: Vi� If ,'D \ft, ll� p3• State Certification or Registration #: CCC /3 0�- 55 [ Certificate of Compete cy #: Contact Phone #: 7f —a-a/ 6° ® (1t Email Address: et id 3/ reti hp 1- A4.41 / a co wt DESIGNER: Architect/Engineer: Phone #: Zip: 3 3 0 13 Phone: Ye C 3'111 °IMO Value of Work for this Permit: $ 0 0 Type of Work: Addition DAlteration Description of Work: L* SAO F AWL- Square/Linear Footage of Work: DReppair/Replace A r7 57 DDemolition Cnl e_so rt u, t *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ * ** *Fee ** * *** * Q ********m, * **** ** ***e ******* 1)2CCF $ $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 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 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 wilAnot be approved and a reinspection fee will be charged. na( 1 a �G Signature Owner or Agent The foregoing instrument was acknowledged befo a me tlt day of 3oV2- , 20 IA , by , who is personally known to me or who has produced A,. 'fication and who did take an oath. NOTAR Sign: Print: My Commission UBLIC: is f(mil' •�•: 1 -1 •; , I FALCON Comm# DD0796680 Expires 6/10/2012 fires: _ `s : ■ 4 F� u F10ftda Notary Assn., Inc ■° * * * * * * * * * * * * * * * *******"fts wicootam •*er a , amstsagx*m ************+ x+ x******+ x***** ******************* *** * * * ** Signature Contractor The foregoing instrument was acknowledged before me this day of vve# , 20 /1 , by ftitiokito who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: f APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 1/ 10050 NE 2nd Ave Miami Shores, Fl 33138 f Re: Owner's Name: 114 A (c/c, 844-: 3 Property Address: 1 O / ( /0 E , 0 A • Roofing Permit Number: Dear Building Official: I ,PJ'nvAikck %.°'s �► building because: o The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. jibe he building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions f94 edition of i South Florida Building Code (1994 SFBC certify that I am not required to retrofit the roof to wall connections of my Signature f the Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. kae. 30k Sworn to and subscribed before me this Notary Public, Sate of Florida at Larg • When the just valuation of the structure for pu day of O' /tFLO - . ( 1 of ad va •rem taxation is equal to or SFBC. Then you must provide a building application Revised on 5/21/2009 General Contractor for mum CARLOS F. FARA FALCON:•nda .0"74&:4 Comm# 0010966 8() t 0 t_ EXptres'6no/2o12 ' o Florida Notary/kern, Inc - Man aaaaaammoemm m e.e aeemamm5"apemaeeeamamemam8 re than $300,000.00, and the buiidmg was not constructed with FBC nor a 1994 oof to Wall connection Hurricane Mitigation. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES jut. 1 5 2011 Florida Building Code Editi High - Velocity Hurricane Zone Uniform Permit A Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG D EPT ‘;')-P, FEDERAL in 2007 o)gpfoTCOMPLIANCE WITH ALL STATE AND COUNTY RULES AND REGULATIONS . 0 .0• Master Permit No. Process No. n,,, ¢ Contractor's Name BOA Vi ia\l.1L epo19 Job Address t i() tQ ) PE /0 PL ❑ Low Slope ❑ Mechanically Fastened Tile ®Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles /Shakes Shingles ❑ Prescriptive BUR -RAS 160 ROOF TYPE (13 New Roof ❑ Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) 1) � Steep Sloped Roof Area (SF) 1,0%1 Total (SF) O 1 Section R (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. emilini ■�'� \V t4 �. v� M ■ia ■ud- IIINIMIIIIIILVAI%1111111ESEEMEEIc ■��■�� ■ ■ ■ ■■■ ■i. I ■terzt - ip■ • Adhl. FLORIDA BUILDING CODE — BUILDING Is min s- Y ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form, Section D (Steep Sloped Roof System) Roof System Manufacturer:day Ar f/a® ttc Notice of Acceptance Number: 1 /9, Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations1 : Lis; / P2: , %r, 6 P3: — 11 ( ®;-- Maximum Design Pressure (From the Product Approval Specific System): 314.7 Roof Slope: : 12 Steep sloped Roof System nesr_riptinn \ Deck Type: Type Underlayment: Insulation: Fire Barrier: Ridge Vent(I n? ,-t 30 t re /4-- Mean Roof Height: ! 1lA Fastener Type & Spacing: rfyy A /s, 7/s `,z,, c Adhesive Type: Type Cap Sheet: ASfA/ 900 �r-� Roof Covering: Al gth `k 6I4y -le Type & Size Drip Edge: es tdd FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form. Spotion F (rile Calr_ulatlons) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mp If the Mi. 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" (pt .-45. I xXaglef = Poi - Mg.se35 =Mrt' / 9 Product Approval Mf �pg'y� (P2: ° Ax 1L° a1' =�%s i V) . Mg :5I °�$ = Mr2' f" ' ` Product Approval Mg `�A a / (P3: �) I bo x X ' 17 =air ij9 ) _ Mg�y = Mr3�`V('1 Product Approval Mf '1 E7. Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below 39 r 9. Product Approval Mf 3g.1 Mean Roof Height -> Roof Slope y 15' M, required Moment Resistance* 20' 25' 30' 40' 2:12 34.4 38.6 38.2 39.7 42.2 3:12 32.2 34.4 38.0 37.4 39.8 4:12 30.4 32.2 33.8 36,1 37.3 6:12 28.4 30 1 31.6 32.8 34.9 8:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 26.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" (Pl: x L - x w: _ ) - W: x cos 0 = Fri Product Approval F (P2: x L = - x w: _ _) - W: x cos 0 = Fr2 Product Approval F (P3: x L = x w: _ W: x cos 0 = F.3 Product Approval F Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS I27 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height 11 Job Site Roof Slope 0 Job Site Aerodynamic Multiplier a Product Approval Restoring Moment due to Gravity M3 Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance Mg Calculated Minimum Attachment Resistance F, Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L- length W = width Product Approval All calculations must be submitted to the building official at the time of pen nit application. FLORIDA BUILDING CODE - BUILDING MIAM MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2900 Clay Forever, LLC 6801 NW 77' Avenue 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 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 Komi Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fads 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 Expi awn Date: 12/16/12 Approval Date:12/20/07 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub- Category: Material: Roofing Roofing Tiles Clay L SCOPE This renews roofing system using Alba One Piece S' Clay Roof Tom, as manufactured by Alfareria Del Turbio, S.A. (ALTUSA) in Venezuela and descried 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 Dhnensions Altusa One Piece `S' L =18V4" Tile W =10.5" 1" thick nominal 3.25" high Length: varies Width: varies varying thickness L =6" D = 0.125" L&h =2" W =V2" 0.05" thick Trim Pieces Clip Clip 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 Specifications TAS 112 TAS 112 TAS 114 TAS 114 Test Identifier 2397 -116 94-083 94-084 25-7200-1 Project No. 307025 Test #MDC-78 MTS 520649 Product Description High profile clay roof tile. For direct deck or batten nail -on, mortar set or adhesive set applications with minimal headlap of 2z" Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Tile clip L Shaped tile clip Test Name/Report Date ASTM C 1167 06/28/07 Static Uplift Testing April 1994 TAS 101 (Adhesive Set) Static Uplift Testing May 1994 TAS 101 (Mortar Set) Static Uplift Testing TAS 102 (Quick-Drive Screws, Battens) Wind Driven Rain - Oct. 1994 TAS 100 Feb. 1995 TAS 102(A) May 2000 NOA No.: 07- 0919.05 Explraton Date: 12/16/12 Approval Date: 12120/07 Page2of7 Test Assencv, PRI Asphalt Technology, Inc. Redland Technologies Redland Technologies Redland Technologies Redlandd. Technologies Redland Technologies Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 3. LIMITATIONS Test Identifier, CLF- 003 -02 -01 7161 -03; Appendix III 7161 -03 Appendix 11 Letter Dated Aug. 1, 1994 P0631 -01 P0402 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Test Name/Renort TAS 102 TAS 102 Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Aerodynamic Multiplier 25-7183 25-7094 25-7496 25 -7584 25-7804b-8 25-7804-4 & 5 25- 7848 -6 October 2001 Dec. 1991 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 March 1999 March 1995 February 1996 April 1996 December 1996 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 tIe 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 Expiration DM= 12/16112 Approval Date: 12/20107 Page 3of7 Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight W (Ibf) Length -I (ft) Width -w (ft) Altusa 'S' Tate 6.9 1.52 0.875 Table 3: Restoring Moments due to Gravity - M„ (ft Ibf Tile Profile Table 2: Aerodynamic MuMpliers - A (f 3) 4 °:12° Tile 6 °:12° I (ft) 10 Baths Profile Battens Batten Application Direct Deck Application Altusa `S' Tile Battens Direct Deck 0.253 0.274 Table 3: Restoring Moments due to Gravity - M„ (ft Ibf Tile Profile 3 °:12° or less 4 °:12° 5 °:12° 6 °:12° 7°: 12° or greater Altusa 'S' Tile Baths Direct Deck Battens Direct Deck Battery Direr Deck Battens Direct Deck Battens Direct 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 Express as a Moment - Mr (ft lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (Min 15/32" plywood) Direct Deck (Min. 19/32" ply wood) Battens Altusa `S' Tile 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nall 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 .#8 Screw 28.7 28.7 N/A 2 .#8 Screws 58.2 58.2 26.8 1-10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 293 29.3 24.0 2 -10d Smooth or Screw Shank Nail (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 Clip (See clip details) Altusa "S'° Tile' 1 Screw with clip (at the head of tile) 187.1 187.1 N/A Altusa "S° Tile' 1 Screw with clip (at the water course of tile) 35.2 352 N/A 1. Screw must be installed in the inside nail hole located nearest to the hump of the -tlle. NOA No.: 07- 9919.05 Expis ation Date: 12/16/12 Approval Date: 12(20/07 Page4of7 Table 6: Attachment Resistance Expressed as a Moment M, (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Musa 'S' Tae Adhesive 29.3' 2 See manufaclues component approval for installation requirements. 3 Fieiable Products Company TileB3ond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 7: Attachment Resistance Expressed as a Moment - Mr (ft Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Musa 'S' Tile Potyfoam PolyProT'r 66.54 Pogrfoam PolyProna 38.7" 4 Large paddy pint of 63 grams of PofyProTe". 5 Warm paddy placement of 24 grams of PolyProTM. Table 8: Attachment Resistance Expressed as a Moment - M, (ft -lbt) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Altura '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 ". * * * aLTtSa MADE IN VENEZUELA IDENTIFICATION MARK FOR ALTUSA'S' CLAY ROOF TILE LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following. 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No,: 07. 0919.05 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 5 oil PROFILE DRAWINGS ALTUSA `8' CLAY ROOF TILE CLIP DETAILS CUP NOA No. 07- 4919.05 Expiration Data 12116/12 Approval Date: 12/20/07 Page 6 of 7 CLIP DETAILS (CON'T) END OF THIS ACCEPTANCE NOA No.: 0741919.05 Expiation Date: 12/16112 Approval Date: 12120/07 Page 7 of7 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES – REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem the minimum requirements and standards of the industry for roofing system installations. Addition - ly, the following items should be addressed as part of the agreement between the owner ant the contracq, . The owner's initial in the designated space indicates that the item has been explained. 1. -ft Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of p • '"' g that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues suc as color or architectural appearance, that are not part of a zoning code, should be addressed as part of th - - ment between the owner and the contractor. 2. renal to Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior ing the existing roof system). 3. \& Common roofs: Common roofs are those which have no visible delineation between neighboring un ,�.., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or o • uld notify the occupants of adjacent units of roofing to be performed. 4. all Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be '• from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail pe -tration of the underside of the decking may not be acceptable. This provides the option of maintaining the 1rnce. :'- Ponding water: The current roof system and /or deck of the building may not drain well and may 9 Y Y caus - Water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life ex' -ctancy and performance of the new roofing system. Pounding conditions may not be evident until the on l roofing system is removed. Pounding conditions should be corrected. 6. r Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not ov r ed from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if ov: �; ow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in nce with the requirements of Sections R4402, R4403 and R4413. Ai Ventilation: Most roof structures should have some ability to vent natural airflow through the •�� dY 9 int- •f the structure assembly (the building itself). The existing amount of attic ventilation shall not be duced. It may eneficial to consider additional venting which can result in extending the service life of the of. -03.k‘ wner/Agenrs Signature Date Contractor Signature Revised on 7/9/2009 LD • uu. 1i r uGJJ1UUYJU SUNbIliNt. I' UUFING L JUN 11 7 2011 .v r‘ S1\\ O cF t t� ∎■ .N..9 t- BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE NOA Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 PAGE 01/07 MIAMI- -DADS COLINT7t PRODUCT' CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33J 75 -2474 T (786) 315 -2590 P (786)3'54599 !±x.miamldadaaov WNW SCOPE: This NOA is being issued udder the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (A. 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 AW an 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 AM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro4if A11160 LABELING: Bach 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 NEWS! L of this NOA shall be considered after a renewal application has been Fled 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 manuthcture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA, shall be cause for termination and removal of NOA. 4 DVERTIS rnor : The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising lure. Marty portion of the NOA is displayed, then It shall be done in its entirety. INSPEC rION: A copy of this entire NOA shall be provided to the user by the mmiufacturer or its distributors and shall be available for inspection at the job site at the request ofthe Building Official, This renews NOM 06- 0201.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tiger& • *.7�3.• .'Tr- APPROVED NOA Ne.:11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 1 01' 7 V.J. `..L (00010040U SUNSHINE ROOFING PAGE 02/07 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof the adhesive Materials; Polyurethane SCOPE: This approves PoIypro® A11160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the deign pressure requirements, applicable building code, does not exceed the design a determined by compliance with Roofing Application Standard RAS pressure forr use values obtained approved flat, calculations lo in profile roof tiles system using Polypro® All 160. Whore the attachrnenttallations are done �� moment based system for single patty placement, and as an uplift based system for double patty systems PRODUC'T'S MANUFACTURED BY APPLICANT Product im tfons Product Description Polypro® AH160 N/A, '1 AS 101 Two component polyurethane foam Paampto® 111400 N/A adhesive Dispensing Equipment ProPack® 30 & 100 N/A Dispensing EquiPment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a ourrent NOA which list moment resistance values with the use ofPolypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: ?mew Results tns ASTM D 1622 1.6 lbs./ft.' Compressive Strength ASTM D 1621 18 PSI Parallel to rise Tensile Strength 12 PSI Perpendicular to rise Water Absorption ASTM D 1623 28 PSI Parallel to rise ASTM A 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTIVM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40° F. 2 weeks +6.0% Volume Change @158°F.,100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average by accepted ASTM test methods and are subject to normal manufacturing P as determined variation. NOA No.: 11-0124.04 Expiration Date: 05/14!12 Approval Date: 04/14/11 Page 2 of 7 '-'�+• �+ f UOJ1 OUYJCI 51JNSHINE ROOFING EVIDENCE SUBMITTED: Test Aaencv Teat Identffli er est_kllame/Rcnodd Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -IPA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 257438 -4 25- 7438 -7 58113011-93 11/02/95 25 -7492 SSTD 11-93 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM B 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E .I08 11/16/94 Engineering 0I- 6701-6739-062141i ASTM E 84 01/16/95 Trinity gineerin 7050.02.96 -1 TAS 114 03/14/96 Celotcx Corp. Testing Services 528454 -2 -I TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109.6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 PAGE 03/07 LIMITATIONS: 1. Fire classifl ation is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. PolyprotO AI-1160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Ruofmg Application Standard RAS 120, 4. Roof Tile manufactures acquiring acceptance for the use of Polyprad9 AH 160 roof the adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manuihctures acquiring acceptance for the use ofHANt i STICK roadie adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. — iii/ 2 MS NOA No.: 11-0124.04 Expiration Date: 05 /10/12 Approval pates 04/14/11 Page 3 of 7 uit OlI tOt7 r 00;41 /1ib:ntle14:316 SUNSHINE ROOFING PAGE 04/07 INSTALLATIONS 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AFI160. 2. PoIypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use ofPolypro® ,AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined hi compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof the adhesive and its components shall be installed in accordance with Rooting Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet 4. Installation must be by a Factory Trained 'Qualified Applicato? approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. S. Calibration of the Foampro® dispensing equipment is required before applioatlon of any adhesive. The mix ratio betReen the "A" component and the "B° component shall be maintained between 1.0- 1.15 (A); 1.0 (13). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight, 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be to accordance with the 'Placement Details' herein. Bach generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Flat, Low, High Profiles #1 High Profile (2 Piece #1 Darrel) Low, High Profiles #2 Flat, Low, i is3h PProfiiles #3 Single Paddy Weight Min. (grams) 35 1 7 /side on cap and 34 /pan 24 Two Paddy Weight per paddy Min. (grams) N/A N/A N/A 8 LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS* As required by the Building Oflicial or applicable building code in order to properly evaluate the installation of this system. NOA No.: 11-017A.04 Expiration Data 03/10/12 Approval Dates 04/14111 Paige 4of7 JJ. UUt UJ.41 (bb411:104J17 SUNSHINE ROOFING PAGE 05/07 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY NOA No.: 11-0124.04 Expiration pale: 05110112 Approval Date: 04114/11 Page 5 of 7 ui.11 .Jtr cuur UO. 41 I i3b,1 GF74 .117 SUNSHINE ROOFING PAGE 06/07 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY NO4 No.: 11-0124.04 Ez$ratioa Daze: 05/10/12 Approval Date: 04114/11 Page 6 of 7 bl /dl /Ybbl bi:41 7863180430 SUNSHINE ROOFING ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY PAGE 07/07 Nag Atrough Pink comet Sfngis paddy underme Undarleyymaet Single paddy belwean ma 31ra x 71n. raadban �. erne o re- Jt t3in. Single 4ln. paddy on under. layrunt END OF THIS ACCEPTANCE NOA iNo.: II- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 1 or7