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RF-10-1811Inspection Number: INSP- 152251 Permit Number: RF -10 -10 -1811 Scheduled Inspection Date: March 21, 2011 Inspector: Bruhn, Norman Owner: HALES, HELEN Job Address: 50 NE 104 Street Project: <NONE> Miami Shores, FL 33138 -2027 Contractor: QUALITY ROOFING CONTRACTORS INC Building Department Comments RE -ROOF TO NEW COLORTHRU TILE ROOF Passed Failed Correction Needed Re- Inspection Fee March 18, 2011 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1121360130890 Phone: (305)953 -3333 Page 9 of 37 App. Sq.Ft: Dear Sir/Madam: FIE% FLORIDA :INTERNM ZONAL. ENGINEERING & 7ESTWG IAB INSIGHT*INNOVATIOk. INTEGRATION TION 3 44 Vmayagar M. Balakrishnan V, P .E. State of Florida Lie # 63107 FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC 16701 SW 117 Avenue, Miami, Florida 33177 Telephone: (305) 378 -1991- Fax: (305) 378-1997 Miami-Dade Lab Certification # 07- 0612.11 - State of Florida CA # 27273 SITE SPECIFIC INFORMATION _Fe9 a to *r A414Le $, FL. ® ®fit o4 Permit #0:10 :10 ( ©' !tit Test Date: 3, t 5- I 1 Job Address: Contractor: Type o Tile: 3!4 t P/�— b a-t ^ ` Approx. `t' TJ'P f D rox Se ht � Floor: if Type of Access: Scaffolds: Ladder: Slope: it (sDO Req. Fo ce: 45 lbs Testing Equipment: F.G.E. 500H X, Shimpo Instrument ,� . >M� 7 / ,frP-s €) tr As per your request and authorization, representatives of Florida International Engineering and Testing Lab., Inc performed the static load test on the roofing tile at the above referenced project. The purpose of this testing was to verify whether the installed tile roofing system is capable of resisting the applied test load of 45 pounds uplift force. This testing was performed in general accordance with Miami Dade Building Code Protocol PA 106. The static load was applied utilizing a calibrated scale and force measuring instrument (dynamometer). A hook which is connected to the loading instrument was placed under the exposed edge of the tile. Test load of 45 pounds force (lbf) was applied and also held for more than 5 second at each test location. The total load applied on each test location was recorded. In addition to the static load test, the tested tile was also visually inspected for any kind of adhesion failure after completion of each test. Based on our findings, we conclude that the installed roofing tile at the above referenced project is capable to resist the applied test load. Therefore we conclude that it meets the Miami Dade Building Code Compliance Protocol TAS 106. Attached is the roof plan showing approximate test locations. Respectfully Submitted: ( Result No, Result. No, Result No Result No. Result . loo. Besuit No. Result 1 21 41 61 81 101 121 2 22 42 62 82 102 122 3 23 43 63 83 103 123 4 24 44 � 64 84 104 124 5 25 45 65 85 105 125 6 26 46 66 86 106 126 7 27 47 67 87 107 127 8 28 48 68 88 108 128 9 29 49 69 89 109 129 10 30 50 70 90 110 130 11 31 51 71 91 111 131 12 32 52 72 92 112 132 13 33 53 73 93 113 133 14 34 54 74 94 114 134 15 35 55 75 95 115 135 16 ` 36 56 76 96 116 136 17 37 57 77 97 117 137 18 38 58 78 98 118 138 19 39 59 79 99 119 139 20 ., 40 t" 60 80 100 120 140 App. Sq.Ft: Dear Sir/Madam: FIE% FLORIDA :INTERNM ZONAL. ENGINEERING & 7ESTWG IAB INSIGHT*INNOVATIOk. INTEGRATION TION 3 44 Vmayagar M. Balakrishnan V, P .E. State of Florida Lie # 63107 FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC 16701 SW 117 Avenue, Miami, Florida 33177 Telephone: (305) 378 -1991- Fax: (305) 378-1997 Miami-Dade Lab Certification # 07- 0612.11 - State of Florida CA # 27273 SITE SPECIFIC INFORMATION _Fe9 a to *r A414Le $, FL. ® ®fit o4 Permit #0:10 :10 ( ©' !tit Test Date: 3, t 5- I 1 Job Address: Contractor: Type o Tile: 3!4 t P/�— b a-t ^ ` Approx. `t' TJ'P f D rox Se ht � Floor: if Type of Access: Scaffolds: Ladder: Slope: it (sDO Req. Fo ce: 45 lbs Testing Equipment: F.G.E. 500H X, Shimpo Instrument ,� . >M� 7 / ,frP-s €) tr As per your request and authorization, representatives of Florida International Engineering and Testing Lab., Inc performed the static load test on the roofing tile at the above referenced project. The purpose of this testing was to verify whether the installed tile roofing system is capable of resisting the applied test load of 45 pounds uplift force. This testing was performed in general accordance with Miami Dade Building Code Protocol PA 106. The static load was applied utilizing a calibrated scale and force measuring instrument (dynamometer). A hook which is connected to the loading instrument was placed under the exposed edge of the tile. Test load of 45 pounds force (lbf) was applied and also held for more than 5 second at each test location. The total load applied on each test location was recorded. In addition to the static load test, the tested tile was also visually inspected for any kind of adhesion failure after completion of each test. Based on our findings, we conclude that the installed roofing tile at the above referenced project is capable to resist the applied test load. Therefore we conclude that it meets the Miami Dade Building Code Compliance Protocol TAS 106. Attached is the roof plan showing approximate test locations. Respectfully Submitted: ( job Address: G jQ 1► E- ! O 4 S t : % Gil .&t-4 Contractor. Other. Sketch of Roof 1111111111111111111111111111111111111•111111111•MINEEMEMEIRIMUI iiiiiiiiiiaiiitai $ta'ititita.litaiaaiiiii■ tiaaiiaiit iiaa laiiaiitiaiaititaiaaiaiti■ ■ iii■ iiiii ;iii!�iiiiIIiiiiiiiaiiiiiiiiai■ ■ IiiiiiiiiII #aINIUMRENEMIRaiiIiaiiiiiii ■ iiiiiii1iiiiii 'iititiiiiitiii'aitatiiiii 111•111•101111111i11 *iiU# *IUiiliIRII*iiiM1111 ■ iiiiiiiiiriiiia iiiiiiiiiaii1.iiiiiiiiii■ ■ aiat■ aaiiaia ttnaatatiiaiaiiiaaiaaaiaa■ ■■■i■■ iiiiii iii#iiiiiaiiiiiiiiiliiiiiir ai aiiiii. iiatiiaaiii #aIiii,11iiiiiaiiai■ ■ia ■iiFiff: . ;1iiiittiitFtititaiItaiiiiii■ ■i ■ ■■ iii' 1i^ 'yrSI.7II1iai I'iaiiii.ISlaiiiii■ ■iiiiiiit;��i,� " / #a�lii��i iii iiiiiiiiiiai�ii ■iaiiiaNP ft. 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Sworn to and subscribed before me this / S • day Notary Public, Sate of Florida at Large NOTARY Pt BLIC -STATE OF FLORIDA ,••'•" Marylou Hernandez . = Commission # DD930046 • OCT. 10, 2013 BONDED THAI ATI».1:'TIC BONDING Ca, INC. `General, Building, Residential, or Roofing Contractors or any individual certified under 46 ; F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection NOTICE Of COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 3. Owner(s) name and address: Roy E. Millar Interest in property: Owner Name and address of fee simple titleholder: N/A Print Ow "'s Name Sworn to and subscribed befo Notary Public Print Notary's Name My commission expires: 123.01-52 PAGE 4 8/02 TAX FOLIO No.11 2136 -013 -0890 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 50 N.R. 104 Street 2. Description of improvement: Rerohf . to a new Tile roof. 50 N.E. 104 Street Miami Shores, Fl 33138 4. Contractor's name and address - Quality Roofing Contractor, Inc. 13830 N.W. 1st Avenue Miami, Fl 33168 5. Surety: (Payment bond required by owner from contractor, Inv Name and address: N/A if any)�� �EOY CER � e t C ti i s t c oP h® nor, f os "- o �� 1; ,AD2O Amount of bond $ 00 d andlcial seal. 6. Lender's name and address: N/A . . - a tai ■ C -IL (ICI,- and County Courts \? W `(� r' Dud; 7. Persons within the state of Florida designated by Owner upon whom notices or o provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: N/A 8. In addition to himseff, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: N/A 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differ:. ate is specif i f , OP qmw ..err, me this P 3sucArA'rb0F A rna ' E. sioa #DD930046 s 'i;iira .. f*, Wrest CSONDUWc me. Miami Shores, Fl 33138 1111111 11111 11111 11111 11111 11111 11111 1011111 Crt4 2010R0695663 OR 8k 27453 Ps 28874 (111s) RECORDED 10/14/2010 10:39:53 HARVEY RUVINI CLERK OF COURT IIIAHI -DADE COUNTY, FLORIDA LAST PAGE WITNESS my co 841. r documents may be served as Prepared by Marylou Hernandez .20/0 . Quality Roofing Contractor, Inc Address :13800 N.W. 1st Avenue Miami, Florida 33168 (305) 953 -3333 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING (ROOFIN Email Architect/Engineer's N Submittal Fee $ �_ : Permit Fee $ 11 Notary $ Scanning $ Double Fee $ 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 Owner's Name (Fee Simle Titleholder) Roy E. Millar Phone # ( 305) 796 -1062 Owner's Address 50 7.E. 104 Street City Miami Shores State Florida Tenant/Lessee Name Job Address (where the work is being done) 50 N.E. 104 Street City Miami Shores Village County Miami -Dade Zip 33138 FOLIO / PARCEL # 11- 2136 -013 -0890 Is Building Historically Designated YES NO X Flood Zone Contractor's Company ame Qtna1 ity Roofing Contractor, Inc. Contractor's Address 1300 N.W. 1st Avenue City Miami Qualifier Name Carlos Arocho State Florida State Certificate or Registration No. RC0058627 Certificate of Competency No. 000017889 Contact Phone Maryl u or Carlos E - mail qualityroofing88 @yahoo.com Training/Education Fee $ e (if applicable) Phone # Value of Work For this Permit $ 12, 000.00 Square / Linear Footage Of Work: 1800sgft. Type of Work: ❑Addition 0Alteration DNew g Repair/Replace ❑ Demolition Describe Work: Reroof to a new colorthru tile roof. d Permit No. 2r:1 ®� I 1 Master Permit No. Zip 33138 Phone # Structural Review. $ Total Fee Now Due $ Phone # ( 305) 953 -3333 9 Zip 33168 Phone # ( 786) ' 367 -2029 CCF $ CO /CC $ Technology Fee $ See Reverse side -+ OCT 1 2010 Radon $ DPBR $ Bond $ Violation date: 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 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Sign: er or Agent The foregoing instrument was acknowledged before me this . day of er ,20 /,by /2.p jc t !" l e f I c, r who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Print: ivnTARY PUBLIC-STATE OF A "" Marylou Hern:T'i ez My Commission Exp • . 4�� Commission #DD930046 \•.,,,,•,` Expires: OCT. 10, 2013 BONDED TRRU ATLANTIC BONDING CO., INC. ***** ***** * * ***********x*: * ********* ** * ** ******* * * * * * **** ***** * * ** e***** **** ****** * * * *** * ***** ****** APPROVED BY c i%i1 /61-/ a (Revised 07 /10 /07)(Revised 06/10/2009) Plans Examiner Engineer Zip Contractor The foregoin in trument was acknowledged before me this, day of - , 20/ , by + )o 5 io eiLeo , who is personall�k wn to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expiresa "' Marylou ernandez CoTlli?§Non #DD930046 '7 .. bpino OCT. 10, 2013 § E '% u W V MANTIC BONDING CO., INC. Zoning Clerk checked OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSU T TO SECTION 553. F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: Roy E. Millar Property Address: 50 N.E• Revised on 5/21/2009 Notary Public, Sate of Florida at Large 104 Street Miami Shores, Fl 33138 Roofing Permit Number: Dear Building Official: Roy E. Millar certify that I am not required to retrofit the roof to wall connections of my building because: m 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. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) 16 `A PP �_ Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she s the owner for the above property mentioned. Sworn to and subscribed before me this .S d of 20/o a When the just valuation of the structure for purpose of ad valorem taxation is equal to or more SFBC. Then you must provide a building application from a General Contractor for the Roof to ' an connection Hurricane Mitigation. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Date: 1 0/5/201 0 NOTARY PUBLIC -STATE OF FLORIDA S Marylou Hernandez 'mmission #DD930046 '•.,, „I Expires: OCT. 10, 2013 BONDED THRU ATLAS rIC BONDIN CO. 6 ,000.00, and the building was not consul with FBC nor a 1994 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. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial.io the designated space indicates that the item has been explained. 1. = Aesthetics-Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing 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 such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. • / Rending wood decks: When replacing ring, the existing wood roof deck may have to be renal ed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). • ° ' _ Common roofs: Common roofs are those which have no visible delineation between neighboring units (Le., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. • Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. . 1/ S. ,` Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the ori ginal roofing system is removed. Pounding conditions should be corrected. • ,( Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers aosTdance with the requirements of Sections R4402, R4403 and R4413. 7. IA (- Yer iletiora:.Most roof structures should have some ability to vent natural airflow through the inteiid d tfte itractDrdauembly (the building itself). The existing amount of attic ventilation shall not be ..' redrickilt ieng4C to consider additional venting which can result in extending the service life of the naois¢d on Contractor Signature Date =e/ WS% O Low Slope O Asphaltic Shingles Florida Building Code Edition 2007 HIGH Velocity Hurricane Zone Uniform Permit Application Form BY:.... Section A (General Information) Master permit No. Process No. Contractor's Name Quality Roofing Contractor, Inc. Job Address 50 N.E. 104 Street ROOF CATEGORY O Mechanically. Fastened Tilea Mortar O Metal PaneUShingles 0 Wood Shi ❑ Prescriptive BUR -RAS 1 ROOF TYPE O New Roof at Re- Roofing 0 Recovering 0 Repair 0 !RWARIF1 co ROOF SYSTEM INFO Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) N/A 1800sgft. Ito —orb c 1 I COI l Total .(SF) 1800sgft. Section B (Roof Plan) Sketch Roof Plan: illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. IFVEIIVZ Ati OCT 1 r, 201a dhesive Settlitemi Shores Village glee/Snakes APPROVED ONING DEPT BLDG DEPT • BY DATE MPLIANCE WITH ALL FEDERAL N TY RULES AND RFGUI ATIONS n1■■M.!tt7_■ ■■■■■■ ■ ■■AM�M■ ■■■r■1■■■■■■■.a. ■ ■ ■■■■ ■i■■•i■■1■i ■ ■■ ■■i ■■ ■ \ ■VA. ■ ■■ ■■. ■ ■� ■ ■_ ■ ••■■MINIMI■■IIIN ■ ■ ■ ■r ■ ■ ■■■■■— ■■.■■■■ ■■■ii■� ■■■■•■ ■ ■•■ri ■■■ ■■■IN■•■•■ ■l. \r ■■■■111•■■1MM/A■ ■•■ ■■■■■■■ ■MINI /M1■1 ■ —. ■I MINIM M ■■_ =11.1 M__�'�I ■M� 1 ■1111111■ MOO lig ■ •■cam 111■11111MI111111111 1 rf ■■4 # ■s 4 iONIN rums ;MAMA CM FiallESRIMIRIEFIGUIP=11 tialtralIMMILIMMETIMM rMI= e� r ?w3 Imo .i•i• ©��I�. ■i! ■e► • i L , •• • • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • •• • • 0080 Oa OOOOO GOO Roof System Manufacture Hanson Roof Tile Product Approval number 09,0928.03 Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): P1: -45.1 Pk -78. P3: -116.2 Maximum Design Pressure Product Approval Speclflc System 39.0 Method of Tile Attachment: Polvfoam adhesive . setting Florida Building Code Edition 2007 HIGH Velocity Hurricane Zone Uniform Permit Application Form Deck Type: Roof Slope 3 :12 Section D (Steep Sloped Roof System) ••. • • • .•• • • • • • • • • • •. • • • • .. • • • • .. • • wood 1 X 6 Type Under47ymerr I (1) 301b. ASTM D-226 Ftidge V N / A? I Mean Roof Height 13' .. ... • • • • • • • • • • .. ... .. • • • .. • Steep Sloped Roof System Description I N/A Fastener Type & Spacing: Adhesive Type: Type Cap Sheet • ... • ... • ... • • . • • • • • • • . • -. . • • • • • • • • • • .. • • • • •• • .. • • .. • • ... • • • • • . . • 00 • N Roof Covering: 11 1/4" R/S nails 6" o/c @ ps & 7 mwc 17 la n/c I self adhering felt Type & Sire Drip Cap: 1 Polvstick TU Plus I Hanson Hacienda White 13 X 3 26ga. galvanized Mr Required Moment of Resistance* Mean Roof Height-, Roof Slope y 15' 20' 25' 30' 40' 2:12 34.4 38.5 38.2 39.7 42.2 3:12 32.2 34.4 380 37.4 38.8 4:12 30.4 32.2 33.8 38.1 37.3 5:12 28.4 30.1 31.8 32.8 34.9 8:12 28.4 28.0 28.4 30.5 32.4 7:12 24.4 248 27.1 28.2 30.0 Florida Building Code Edition 2007 HIGH Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For moment based tile systems, chose either Method 1 Or 2. Compared the values for M. with the values from M. If the M, values are greater than or equal to the M. values, for each area of the roof, then the tile attachment method Is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P,r 11 _ x x g 0' 332 l 4.4k3% 7.29 =mi,,7.14 Product Approval M, 39.0 (P2: its 1, mb . b x U . 32 = 25.1)5M 7. =al /. bb Product Approval M, . 0 (P.4- 116.2x 2- =- .,4 Z 7.,29 44 -329 RQ Product Approval M, 39.0 Method 2 " Simplified Tile Calculation per Table Below" Required Monientof Resistance (Mr) From Table Below Product Approval M, Appeals. *Must be used in conjuction with a list of moment based tile systems endorsed by the Broward County Board of Rules and For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr . If the F' values are greater than or equal to thef r values, for each area of the roof, then the tile attachment is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" x 1: = x w:= )- w: _x cos B: =F,,: Product Approval F' (Pa• x 1: = X W:= )- w: x cos 0: =Fa___Product Approval F' (P3: x 1: = x w:= )- w: _x cos B. =Fa Product Approval F' Where to Obtain Information Description Design Pressure Mean Roof Height Roof Slope Aerodynamic Multiplier Restoring Moment due to Gravity Attachment Resistance Required Moment Resistance Minimum Attachment Resistance Required Uplift Resistance Average TUe Weight Tile Dimensions Symbol P1 or P2 or P3 H B M Mr M, P F W 1=Length Wavidth Where to find RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Job Site Job Site Product Approval ProductApmaml Product Approval Product Approval Calms Product Product Approval • All Calculations must be submitted to the Building Official at the time of permit application • •• ••• • • • • • •• • • • • • • • • • •. • • • • • • •• ••• •• • • • •• •' •••. • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • •• • 000 • • • •• • • • . .. MIAMI IaA COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hanson Roof Tile 1340 SW 34 Ave Deerfield Beach, FL 33442 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control 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: Hanson Hacienda_ Double Roll Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INS1 Cl7b1%: 7� c 8pybflh?dntire NOA shall be provided to the user by the manufacturer or its disti bitorrante s is l 1`e a41114e for inspection at the job site at the request of the Building Official. •• ••• •• • • • •• This revises NOA No. 07- 0914.06 and consists of pages 1 through 5. Thg supplitted ciocupgntatiog wisteviewed by Alex Tigera. • • • • • • • • • • • • • • • • • • • • • • • •• • • • •.• • • • • . • • • • • • • • • • .• • • • • • • • • • • • • • • • • .•. • • • ••• • • • • • • • • • •• •• MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 - 2908 NOA No.: 09- 0928.03 Expiration Date: 12/16/12 Approval Date: 11/18/09 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: 1. SCOPE This approves a roofing system using Hanson Hacienda Roof Tile, as manufactured by Hanson Roof Tile in Hobe Soun4 Florida and as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Hanson "Hacienda" Trim Pieces 2.1 EVIDENCE SUBMITTED Test Agency American Test Lab of South Florida PRI Construction Materials Technologies PRI Construction Materials Technologies IBA Consultants, Inc. •• ••• • • • • • • • • • • • • •• ••• ••• • • • • • • • • • • • • • • •• •• ••• • • •• • • • •• ••• • ••• • • • • • • • • • • • • • • • • • • • •• • • •• • . • • • • • ••• • • • • • Roofmg Roofing Tile Concrete Dimensions Length: 171/4" Width: 13" %" thick Length: varies Width: varies Varying thickness Test Identifier RT0922.02 -09 HRT- 054 -02 -02 HRT- 054 -02 -01 2381 -249 • .• • ••• • • • lb • • • • • • • • • •• •• Test Product Specifications Description Low profile, interlocking, extruded concrete TAS 112 roof tile equipped with two nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use TAS 112 at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report TAS 102 TAS 101 TAS 101 TAS 112 Date 09/22/09 09/18/09 09/22/09 09/20/07 NOA No.: 09- 0928.03 Expiration Date: 12/16/12 Approval Date: 11/18/09 Page 2 of 5 Table 3: Restoring Moments due to Gravity - M (ft -Ibf) Tile Profile 2 " :12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Hanson Hacienda Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck 7.37 7.29 7.17 7.02 6.84 6.64 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight W (Ibf) Length -I (ft) Width -w (ft) Hanson Hacienda 10.0 1.4375 1.08 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 in accordance with RAS 106 may be required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Hanson `Hacienda' Roof Tile and its components shall be installed in strict compliance with Roofmg Application Standard RAS 118, 119, & 120. 4.2 Data For Attachment Calculations • •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • APPROVED • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • ••.•• ••• • • • ••• • • NOA No.: 09- 0928.03 Expiration Date: 12/16/12 Approval Date: 11/18/09 Page 3 of 5 Table 2: Aerodynamic Multipllers - a., to Tile Profile a. (ft) Batten Application X (ft Direct Deck Application Hanson Hacienda N/A 0.32 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 in accordance with RAS 106 may be required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Hanson `Hacienda' Roof Tile and its components shall be installed in strict compliance with Roofmg Application Standard RAS 118, 119, & 120. 4.2 Data For Attachment Calculations • •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • APPROVED • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • ••.•• ••• • • • ••• • • NOA No.: 09- 0928.03 Expiration Date: 12/16/12 Approval Date: 11/18/09 Page 3 of 5 Table 4: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) For Nall -On Systems Tile Profile Hanson Hacienda Fastener Type Two (2). # 8 x 3" Screws Direct Deck (min 15/32" plywood) 35.9 Direct Deck (min. 19/32" plywood) 35.9 Battens N/A Table 5: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) For Two Patty Adhesive Set Systems Tile Application Tile Profile Hanson Hacienda Tile Bond Minimum Attachment Resistance 44.4' 1 Dow Chemical Tile Bondi"". Two patty's of 11g were installed as per Tile Bond NOA. Table 6: Attachment Resistance Expressed as a Moment - M1 (ft-Ibf) For Single Patty Adhesive Set Systems Tile Application Tile Profile Hanson Hacienda Polyfoam PoIyProTM Polyfoam PolyProTM 2 Medium paddy placement of 24grams of PolyPro AH -160. 3 Large paddy placement of 54grams of PotyPro AH -160. Minimum Attachment Resistance 29.2` 39.0' 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: " Miami -Dade. County Product Control Approved ". Hanson HANSON HACIENDA ROOF TILE TILE IDENTIFICATION MARK (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS .. Ap fpr Juilt ing permit shall be accompanied by copies of the following: • • 6:1 . . :Tlis Notice of Acceptance. • ..; • 1. • e � ;A;iyvther documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. • • ••• • • • •• • •• • • • • • • • • • • • • • • • • • • • •• • •• • . • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • • • • NOA No.: 09- 0928.03 Expiration Date: 12/16/12 Approval Date: 11/18/09 Page 4 of 5 FASTENER HOLES UNDERLOCK .. .• • • • • • • • •• • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • APPROVED • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • RANSON HACIENDA CONCRETE ROOF TILE ••• • ••• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • •• •• PROFILE DRAWINGS END OF THIS ACCEPTANCE OVERLOCK NOA No.: 09- 0928.03 Expiration Date: 12/16/12 Approval Date: 11/18/09 Page 5 of 5 MIAMIDA� BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polystick P, Basik, R/IRX, TU, TU Plus, TU Polyester and MU Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPWQN A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors tac I alt b¢ aya fe for inspection at the job site at the request of the Building Official. • . . This NOA•i Vise'NOA No 0&-0105.01 and consists of pages 1 throu 6. The submitted documentation was reviewed by Jorge L. Acebo. • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• I � Ar PROVE' • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • .• •• • • • •• • •• • • . • • • • • ••• • • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 ■NOA No.: 0'7- 11125.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 1 of 6 ROOFING COMPONENT APPROVAL Catenorv: Sub - Category: Material: PRODUCTS DESCRIPTION: Product Polystick P underlayment Polystick Basik underlayment Polystick IR/1RX underlayment Polystick TU underlayment Polystick TU Plus underlayment (Facer of Membrane Labeled in Orange or Black Ink) Polystick TU Polyester Polystick MU underlayment Roofing Underlayment SBS , APP Self - Adhering Modified Bitumen Test Dimensions Specification Roll:, ASTM D 1970 75' x 3' 40 mils thick Roll: ASTM D 1970 65'8" x 3'3- 60 mils thick Roll: TAS 103 and 65'8" x 3'3- ASTM D 1970 80 mils thick Roll: TAS 103 and 32' 10" x 3'3- ASTM D 1970 100 mils thick Roll: 65'8" x 3'3- 80 mils thick Roll: 32' 10" x 3'3 -3/8" 130 mils thick TAS 103 and ASTM D 1970 TAS 103 Roll: TAS 103 and 65'8" x 3'3- ASTM D 1970 80 mils thick Product Description A polyethylene top surface, self- adhering, SBS polymer modified bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. A homogeneous, rubberized asphalt waterproofing membrane, gloss fiber reinforced with polyolefinic film on the upper surface for use an underlayment for metal roofing. A fine granular /sand top surface self - adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. A heavy granuled surface self adhering, APP polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. A non - wicking fabric surfaced, self - adhering, APP polymer modified, fiberglass reinforced with a high strength polyester fabric, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt waterproofing membrane, glass- fiber /polyester reinforced, with a granular surface designed for use as a tile roof underlayment. A non - wicking fabric surfaced, self - adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use an an underlayment 4 sto1 d • foof asteiNies • Designed as aplet L la* 'a i11 mof tjje underlaymenf.• • • • • • • ••• • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • N(t No.: 0'/- 101 Expiration Date: 09/13/11 • • • Wo'al,Date: 0010/08 • • • • • l$age:2 of 6 • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• EVIDENCE SUBNIITTED: Test Auencv • Test Identifier Test Name/Reuort Date Exterior Research & Design, LLC #11756.04.01 -1 TAS 103 04/27/01 #11756.08.01 -1 ASTM D 1970 08/14/01 #02202.08.05 TAS 103 08/29/05 Trinity f ERD #P5110.08.07 TAS 103 08/29/07 PRI Asphalt Technologies PRI01111 ASTM D 4977 04/08/02 PUSA-005 -02 -01 ASTM D 4977 01/31/02 PUSA -018 -02 -01 ASTM D 2523 07/14/03 PUSA -035 -02 -01 TAS 103 09/29/06 PUSA -033 -02 -01 ASTM D 1970 01/12/06 Momentum Technologies, Inc. JX20H7A ASTM D 4798 04/01/08 ASTM G 155 INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated, new construction Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 or Polyprotector UDL or Polyprotector UDL AS. Fastening: Nails and tin caps 12" grid, 6" o.c. at laps. (for base sheet only) Membrane: Polystick membranes self - adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. . All side laps shall be a minimum of 3-'/i" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. : All. prrtrhipnl oir s 11111 be initially taped with a 6" piece of underlayment. The flashing • tape Rabe pte sect place and formed around the protrusion to ensure a tight fit. A second Layer of Polystick shaft &applied over the underlayment. • .•• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • .• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • • • NOA No.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 3 of 6 Tile Profile Polystick IR/LRX Polystick MU Polystick TU, TU Plus TU Polyester Flat Tile 5:12 No limitation No limitation Profiled Tile Prohibited 5:12 No limitation GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick P, Basik and IR/IRX may be used in asphaltic shingles, wood shakes and shingles, non- structural metal roofing, and quarry slate roof assemblies. Polystick P and Basik shall not be used as roof tile underlayment. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick membranes shall not be adhered directly over a pre - existing roof membrane as a recover system. 6. Polystick P, Basik, IR/1RX, TU, TU Polyester and MU Underlayments shall not be left exposed as a temporary roof for longer than 30 days after application. Polystick TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice. Polystick TU, TU Plus and MU may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IRJIRX is limited to mechanically fastened roof tile applications. Polystick TU Polyester may be used in both adhesive set and mechanically fastened roof tile.applications with the exception of mortar set tile applications. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as described below: The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. 9. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass Tile loading detail for loading procedure. 0 a . 0 6 Roofing Tilos (6 Max. Per Stack) 12 • • • • • • ••• •• • • • • • • •• • • • • • • • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • : ••• •: Nrt 1 Expiration Date: 09/13/11 • ..Approval Dave: • 0.10 /08 • • • • • • • 4 o 6 • • ••• • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• GENERAL LIMITATTIONS: (CONTINUED) 10. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick P, Basik, IR/IRX, TU, TU Plus, TU Polyester & MU may be used with any approved roof covering Notice of Acceptance listing Polystick P, Basik, IR/IRX, TU, TU Plus, TU Polyester & MU as a component part of an assembly in the Notice of Acceptance. If Polystick P, Basik, IR/IRX, TU, TU Plus, TU Polyester & MU is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami -Dade County Product Control Approved" or the Miami Dade County Product Control Seal as shown below. • • • • • • • • • • • • • • ... • • • • • • • • • • • • • • •• .. • • • • • . . 0 . . • • • 0 •• • • BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus and Polystick MU should be back - nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus and Polystick MU should be back nailed in designated area marked "nail area, area para clever" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back-nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB F aslygg cement PoJyglas§ ?G500 MB Flashing Cement, Mule -Hide 241 Premium Modified Plashint eflt, 1P I lde 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide • 4 s1 1Vice kliFyi$ Trowel Grade mastic, applied in between the application of the lap. The use of mastic txtivVeen the laps does not apply to Polystick Basik. 5. • of tiles per stack are allowed when loading tile on the underlayments. Refer to the • p'olyglass Lpadinc u lanes. • • • • • • • • • • • • •• • • •• • • • •• • • • • • • NOA No.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 5 of 6 6. Battens and/or Counter - battens, as required by the tile manufacturers NOA' s, must be used on all projects for pitch/slopes of 7 "/12" or greater. It is suggested that on pitch/slopes in excess of 6 1 /a "/12 ", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty Eight (48) Hours. 8. Polystick TU Plus, Polystick MU may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule - Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet /Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self- adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. 13. Polyglass offers a 10 year Limited Material Warranty on all properly installed Polystick self - adhered underlayments. Warranty must be requested and registered by Polyglass to be in force. 14. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1(800) 894 -4563. 15. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. ••••••• • .• •• • • • • . • • • • .. • •• • • • • • •• •• • •• • • • • • • • . • • •. • •. • •. • • • • • • • • •. • • • • • • . • • • • • • •. • • ... • • • • NOA No.: 07- 1025.10 • Expiration Date: 09/13/11 Approval Date: 04/10/08 • • • • • • • • • • • • Page 6 of 6 • • • ••• • • • • • • • • • • • • • • • •• ••• • • • •• ••• ••• • • • ••• • • END OF THIS ACCEPTANCE M 1 A M MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AI1160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by Jorge L. Acebo. .• •• • • • • • • • • • .• . • • . • • • • • • • • • •• .•• • • • • • • . . • .•• • • • • • • • • • • • • • • • • . • ••• • • • • •.• • • • • • • • • • • • • • • . • • 0 • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Polypro® AH160 N/A Foampro® RTF1000 N/A ProPack® 30 & 100 N/A PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test Specifications TAS 101 PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment Results 1.6 lbs. /ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal ,nfa4tulipgvtrilib ' • • • • • • • • • •• •. • •• ••• •• •• ' ▪ •' • .: No.:14- OZ00O2 • • • • Exiiratian Ham 05W10711 • • • Xpprsval Date! 04/13/06 Page 2 of 7 • • ▪ • • • • • • •• • • • • • • • ••• • • • • • • ••• • • • • • • • • • • • • • • • • ••• EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01 -6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH 160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. A •• ••• • • . • • • • �� • • • � Yy • • •• • lr +• •• ••• •• • F,• _. •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • •• • • •• ••• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• •• • • • ••• • • MS NOA No.: 06-0201.02 Expiration Date: 05 /10/11 Approval Date: 04 /13/06 Page 3 of 7 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polyproel AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. S. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. LABELING: All Polyprosil AH160.containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to Drclpeiti, dal& the • • installation of this system. • • • • • • • • • • • .' • •• • • • •• ••• •• ••• • • • • • • • NO 36-42 • • • No.• .02 • E g piratipn•100 : 05/18/11 • • • • • • Approval Daft': 04/ Page 4 of 7 • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• •• • •• • • • • • • • •• ••• •• • ••• • • • • • • • • • • • • • • • • • • • • • •• • • •• ••• • • • ••• • • • • • • • • • • • • •.• • • • • • • • •• •• • • • • • • • • • •• • • • • • •• ••• • • • • • • • • • • • • • • •• •• •• • • ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1) Placa enough adhesive to achieve 11 to23 L' nal2xrefor square inches hi contact with the pan tile P 4 apps 2) Tian cotes upside daunt Fie adhesive 112 hL To 1 in. From outside edge of cover tile. Then install the tile. Underlayment 1 top portion ottheease course cover We Abut to second coereo Optional pan Wes ndcov e cover end of pan and nd a vr tip are \ �_� Pohd •up Your Hush ateavelne. o iong hml edges Faye closure (mortar shown) Weephote Fascia Nall through plastic Bement Sheathing NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTI' •• • • • . • • • • • • • • 000 0* • • • ••. ... . .•• • ••. • • . . • NOArio.: 01)- 027)1212 •Exj iratieiq Dats:05/�,O, 1 ' • • • Aiiprovat Date'04 /13/06 Page 6 of 7 • • . • • • ' • sloe • • • • • Ofi OS • • 040 • • Nail through plastic cement • ; x3in. Single paddy on under• layment Single paddy on top of the Single paddy under tile Paddy (between tile) Paddy (under tile) Eave course 2 In. X7 in. medium size paddy eave Fascia course only Nail through plastic cement 1 1n.x 3 in. Single paddy on underiayment Single paddy on top of tile • ••• • ••. • • • • • • • • • • • • • • • • • • • •• • • •• .•• • • • •• ••• • • • • • •• • ••. • • " • • `•END OF THIS ACCEPTANCE •• •.• •• • • • •• ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • . • • • •• •• • • • •• •• ••• • • • ••• • • ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Eave Course Nail through plastic came Underlayment i 1 41n.x 3 in. Single 4 tn. P44604 under - iayment Single paddy under the Single paddy between tile 2 in. x 7 in. medium size paddy eave course only Slegle paddy on top of tile Eave Cour Fascia Weephole Eave closure Drip edge Single paddy between tile Eave Cisure 2 in. x 7 in. medium Fascia paddy eave course only NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 7 of 7