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RF-13-2819Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number. INSP- 206404 Scheduled Inspection Date: February 12, 2014 Inspector: Rodriguez, Jorge Owner: MICHAEL & CYNTHIA KOVENSKY, UIMJACI 4_ f`VI►ITYIA Vf%11=L1QVV Job Address: 534 NE 92 Street Miami Shores, FL Project <NONE> Permit Number: RF -12 -13 -2819 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1132060141180 Contractor: MORTON ROOFING INC Phone: (954)783 -5883 Building Department Comments TILE AND FLAT DECK RE- ROOF INSPECTOR COMMENTS False Correction 3- Plumbing permit/ Insp. for gas stack Needed Same as 3 Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 11, 2014 For Inspections please call: (305)762 -4949 Page 13 of 39 Inspector Comments Passed e Q CREATED AS REINSPECTION FOR INSP- 206391. CREATED AS REINSPECTION FOR INSP- 206246. CREATED AS REINSPECTION FOR INSP- 204673. Missing: Failed ❑ 1- N.O.C. 2- Renailing affidavit Correction 3- Plumbing permit/ Insp. for gas stack Needed Same as 3 Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 11, 2014 For Inspections please call: (305)762 -4949 Page 13 of 39 RE: Permit # RF13 -2819 Miami shores Village Building Department INSPECTION AFFIDAVIT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: 12 -27 -13 I John B. Morton III licensed as a (n Contractor Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector license #: CCC011043 On or about 12 -2743 gl 2:00 PM . I did personally inspect the roof deck nailing and (Date & fime) Secondary water barrier work at 534 NE 92nd Street Miami Shores, FL 33138 (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signatur JILL S. TULLY IN COMMISSION A1543885 EXPIRES: NOV 21, 2014 State of Florida Beaded through 1st State Insurance County of Dade: The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property mentioned. Swom to and subscribed before me this 27th day of December, 2013 Notary Public, Sate of Florida at Large PP4 - *Gwieral, Building, Residential, or Rooting Conbacto►s or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # dearly shown marked on the deck for each Inspection Revised on 5/210M January 27, 2014 Morton Roofing, Inc. 500 N.W. 12th Avenue Pompano Beach, Florida 33069 RE: TAS -106 TILE UPLIFT TESTS Proposed Roof Kovensky Residence 534 N.E. 92nd Street Miami Shores, Florida Dear Sir or Madam: ENGINEERING & TESTING, INC. Phone: (866) 781 -6889 *Fax: (866) 784 -8550 wm,m, floridaengineeringandtesting .com 250 S.W.13`h Avenue Pompano Beach, FL 33069 Job Order No.: 14 -326 Permit No.: RF13 -2819 In accordance with your authorization, Florida Engineering & Testing Inc., has performed Tile Uplift Testing in compliance with Testing Application Standards TAS -106 and the Florida Building Code High Velocity Hurricane Zone on January 24, 2014, at the above referenced project. The purpose of our inspection was to determine the uplift capacity of the roof tiles for the residence at the above referenced project. The subject roof consisted of concrete s shaped tile foam set. The pitch of the subject roof is 4/12. Our field engineer's representative visited the site and conducted sixty -one (61) uplift tests on the roof tiles. All tests were performed according to the Florida Building Code High Velocity Hurricane Zone and protocol TAS -106 using an Intercomp scale model CS200. The following is a summary of results: Field Test Results Test Number Test Location Field Uplift Pull Test Test Result 1 - 12 Corner See Attached Diagram 35 ± 5 pounds Passed 13 - 34 Perimeter See Attached Diagram 35 ± 5 pounds Passed 35 - 45 Field See Attached Diagram 35 f 5 pounds Passed 46 - 61 Ridge & Hip See Attached Di am 35 f 5 p ounds Passed Qua ��A��i► .fl rance -4 zd Page 2 January 27, 2014 Job Order No. 14-326 Morton Roofing, Inc. Kovensky Residence 534 N.E. 92 °8 Street Miami Shores, Florida: U i -1 0 , Of All test results were found to be in compliance with TAS -106 and the Florida Building Code (see attached field sketch). The test results are limited to the tested areas. If other roof areas exhibit different conditions, it should be brought to our attention for remedial work. This uplift test is not a final roof inspection. A final roof inspection must be conducted by the building official for approval. The test results presented reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof conditions are continuously changing due to exposure to the elements. Florida Engineering & Testing, Inc. (FE &T) is an independent third party providing un- biased testing information and results. FE &T is not affiliated with our client nor do we have any financial interest in the project or determination of the test results. As mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Florida Engineering & Testing, Inc., appreciates the opportunity to be of service to you at this phase of your project. If you have any questions or comments, please give us a call. We would be pleased to help in any way we can. It has been a pleasure working with you and look forward to doing so again in the near future. Sincerely, 127ro� Reza Javidan, P.E. Florida Engineering & Testing, Inc. Florida Reg. No. 60223 Certificate of Authorization No. 6923 t 13 �� 37 I� q3 3� Iq 31 ab Lf a L4 �T �O6f 3 71 y, a 31 u N5 H4 FField Sketch -Not to Scale roximate Dimensions a= o.lw =o.1 g 5s =s.s' N.E. 92 °d Street a= 0.4H =0.4 z 15 =6' Perimeter Dimensions =6' ami Shores, Florida Miami Sh ®rest Village Building Department DEC ,7 2013 a 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY. Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER= (305) 762.4949 FBC 20 BUILDING Permit No. p PERMIT APPLICATION Master Permit NoAr E- - x9-- Permit Type: WELDING ROOFING JOB ADDRESS: 534 NE 92nd Str9et City: Miami Shores County: Miami Dade Zip33138 Folio/Parcel #: 11- 3206 - 0144180 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): Michael Kovensky Phone # 9511 Address: 534 NE 92nd Street City: Miami Shores state: Florida zip: - 33138 Tenant/Lessee Name: NfA Phone#: Email: mike: kovensky(affig.com T,o CONTRACTOR: Company Name: Morton Roofing_ Inc- Phone#: 954 -783 -58$3 Address: 500 NW 12th Avenue City: Pompano Beach State: Florida Zip: 33069 Qualifier Name: John B. Morton III Phone #: 954- 296 -1185 State Certification or Registration # CCCO11043 Certificate of Competency #: Contact Phone#. 954 -783 -5883 Email address: j IK&-mortonroofing.com DESIGNER: Architect/Engineer: N/A .... Phone #: Value of Work for this Permit: $17,490.00 Square/Linear Footage of Work: Type of Work: OAddition OAlteration ONew KRepair/Replace ODemolition Description: of Work: Tile & Fiat Deck Re -roof Color thru tile: �w rh&A'Ea>R 7.c �• Submittal.Fee $ ' Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE Bonding Company's Name (if applicable) N/A ' Bonding Company's Address City . State zip Mortgage Lender's Name (if applicable) N/A 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 IlVIPROVEMENTS 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 cenylled copy of the recorded notice of commencement must be posted at the job site for the first inspection hich occurs seven (7) days after the building permit is issued. n the absence of such posted notice, the inspection will not 1tved and a reinspeciion fee will be charged. 6wner or Agent The foregoing instru ent was acknowledged before me this 12th day of Nov. , 2013,, by Michael Korvenskv , who is personally known to me or who has produced DL As identification and who did take an oath. NOTARY PUBLIC: Sign: Print:. Ali Tull My Commission Expires JILL S -nny °on W COMMISSION EXPIRES: NOV 21, 2014 °P 9ond4threugh instate Insufa16 Contractor The fot oing instrument was acknowledged before me thi4M day of Nov_ 201X by John R_ Morton 111 , who is personally known to me or who has produced N/A as identification and who did take an oath. NOTARY PUBLIC: APPROVED BY ��' �Zl: Plans Examiner Structural Review (Revised N12/2012)(Revised 07 /101M)(Revised 06✓101Z M)(Revised 3/15/09) Sign: /If� *JUA4� Print: Jill Tull My Commission Expire s , JILL S, Tay MY COMMISSION #EE4 EXPIRES: NOV 21, 2014 °p1 Weed through let state Insgt4t9Ee Zoning Clerk Miami shores Village 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: 11 -10 -13 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: Michael Kovensky Property Address: 534 NE 92nd Street. 33138 Roofing Permit Number. Dear Building Official: I Michael Kovensky certify that I am not required to retrofit the roof to wall connections of my building because: X 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 editi o of the South Florida Building Code (1994 SFBC) Michael Kovensky Signawo Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above properly mentioned. Sworn to and subscribed before me this 10th day of November, 2013 �v alus.TUU.Y �n My COMMISSION AE4 EXPIRES: NOV 21, 2014 Notary Public, Sate of Florida at Large Bonded trough 1st State msurrmce • When the just valuation of the structure for purpose of ad �orern taxation is equal to or than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revue on 5/2112009 Nswti� Res1"et`�`' KovenskyResidence 534 NE 92nd $but' Mimi Sham FL (407) 201 -'011 Item # CCC 011043 —The 01".S4tae Certified Roafing Licem in FL- 33938 Job Infornue on Friday, Nomnber 01, 2D13 Konen* Residence 534 NE 92nd Sreet Harr Shares FL I1Lei License # CCC 011043 —The Oldest State Certified Reams License in FL- &k Informwan Friday, November D1, 2013 Koven* Residence Paget of 3 TILE: 1, After all felts and tiashings are Installeid, the new ble hall be set in good bed of POLYFOAM. (Arad periodic tie to be sm wed to meet the code requirements). - - agmed mortar to be solid color also, to match the tale as dose as Visible. 2. Savo cut all necessary tiles:in valleys and on gable ends. (Breaking and thudding up the is unacceptable) 3. Tile to 1% Color. Manufacturer Style:' Standard RE ROQI=fwG THE ENTIRE FLAT ROOF TO A 1. Rernovethe roof, in std, down to the original wood sheathing. 2. Re -nail all sheathing and replace up to 100 W1eailsquare feet of wood sheathing, if rotted, at no extra charge. The existing sheathing must be re- nailed to conform to the South Florida Building Code. 3. No mom roof area will be removed, in one day, than can be kept watertight. 4. A watertight I" will be laid at the Tinish of each day. R00R4G BRANE 1. remove tine flat Win stages down to the origi W shwtft and rend according to tDW bukding castes= 2. To solid sheathing, fn-tag: 1- fir of FIBERGLASS CMWERCiAL BASE SWEET according to building tile„ 3. allith hot stew type VV aR trak, sc adhere, without voids, l•Iayer of GAF MODIFIED BASE SHEET. 4. V& hot type iV steep asphalt, solidly adhere 14ayer of GAF CLASS "W FR, white mirveral granule surface MAT felts to the GAF IiOttIFIED USE SHEET.. 5. Loose granules shad be errrbedded kto overrun of hot asphalt at the sidle and end laps. METAL- f. Install new lead sleeves acmding to mar0actureft recommendations. 2. Install new galiraniked 34 inch eave drip at all eaves. Color: White Brown - Silver 3. Install new gaivantted valley metal in transition area from flat to slope. Aft Gl nft KDVWWW Kovensky Resideri+e 1/11/2013 &02:00 PM Kovensky Resident$ 5 3 NW 1-10 Avmue Pompano Beady FL 33069 " •� PH: 954 -567 -3380 Fa= 954- 567 -3M a t 1- 500- 54&ROM Con inued .. Page 3 of 3 1at�?�a Ucenme # CCC 011043 ne Mat Staft Cffdf led. Roofing ;Licem In FL- Aob lnfor'ox GUARANI E. 1. Morton Ring guamnlees these highly upgrdded m0fing systems for a full TEN (10) years against leaks due to worlcmat Np for materials. 2. Owner shall rye a 50 Year material Guarantee on the Tde from Manuf curer -. 3. Owner," recdve a'* Year Material Guarantee on the Flat Roof from the Manuf1wwrer. CLEAN UP 1. Morton Roofing will dean up the grounds and premises after each day's work. 1. Inveshmt for new roofing systems is: $17,490.00 OPTitK 1. To i 11 a layer of MWIFIED SSS in lieu of W felt and get a 15 year warranty, $ 12800.00 2. To re roof gane with the above relbrer ed syskn, $ 2,760.00 -fi°4 3; To add 15 yeararardyta IIg $ 400.00 - ?I3A TERM Due upon signing of contract - 4Y&Aot A t'Pry j11WId $5,830.00 ©ue:upon ,half c ample ; $5,830.00 Boyce due upon completion and debery of releases and w armtees $5,830.00 � pie �gn emisotte c�ymthe - ----- rya qjemift of ft per. iii =* � � be auan�ata pad the gal Shen by � Cs�any Premed tt► din mdm spW by ft Cmpm Pm*", 80 bow 18 SqS Fib S Sam I LLY 50, NIV 127* Aymm Pompano Beach, PZ 33069 C A PH; 954-567-3380 Tm- 95"7-3379 }; 1800. 548 -ROOF 12/16f13 Prop"Search - Report M IAM 1 -DADE COUNTY PROPERTY APPRAISER Carlos Lopez-Cantera PROP®2TYAPPRAISER Properly Infori adon: Follo 11- 3206 - 014 -1180 Property Address Owner Names) Mailing Address 534 NE 92 ST MIAMI FL 33138 Primary Zone 0000 Use Code 0101 RESDE1 ML - SNGLE FAN LY :1 UNIT BedslBaths/Haif af0 /0 Floors 0 Living Units 0 Adj. Sq. Footage 2,001 Lot Size 0 SQFT Year Bulk 1948 Full Legal Description MIAMI SHORES SEC 2 PB 10-37 LOT 2 & 3 BLK 58 LOT SIZE 100.000 X 127 OR 20259 - 2037 03 20021 Assessment Infortution: Year 2013 2012 Land Value $236,128 $182,572 Building Value $128,226 $146,208 Market Value $364,354 $328,780 Assessed Value $334,369 $328,780 Benefits Imformatlon: Benefit Type 2013 2012 Save Our Mmes Assessment Reduction $29,985 $0 Homestead EKemptlon $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 Note: not all benefits are applicable to all Taxable Values (le County, School Lard, City, Regional). Disclaimer. Aerial Photography 2012 Taxable Value Information: Year 2013 2012 Eitemption/ Taxable Exemption/ Taxable County $50,000/$284,369 $50,000 /$278,780 School Board $25,000/$309,369 $25,000/$303,780 City $50,000/$284,369 $50,000/$278,780 Regional $50,0001$284,369 $50,0001$278,780 Sale Information: Date Amount OR Book -Page Quallfltation Code 10/11/2013 $510,000 28890 -4221 Qua] by exam of deed 08/19/2011 $373,000 27799 -1992 Quai by exam of deed 1022/2010 $348,500 27471 -3223 Qual by exam of deed 03/01 /2002 $286,000 20259 -2037 2008 and prior year sales; Qua] by exam of deed 02/01/1997 $137,000 17551 -3373 2008 and prior year sales; Qual by exam of deed 02/01/1994 $123,500 16268-1595 2008 and prior year sales; Qual by exam of deed 11/01/1988 $0 14328-3142 Qua/ by exam of deed 12/01 /1876 $55,000 00000 -00000 2008 and prior year sales; Qual by exam of deed 08/ 01/1972 $41,000 00000-OOOM 12008 and prior year sales; Qual by exam of deed The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GS data to reflect the latest property information and CIS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, its me, or its interpretation. Although this vmbsite is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's systems of record The Property Appraiser and Miami -Dade County assmnes no liability either for any errors, omissions, or inaccuracies in the information provided regardless of the cause of such or for any decision made, action taken, or action not taken by the user in reliance upon any information provided herein. See Miami -Dade County full disclaimer and User Agreement at http://www.miamidade.gDvfinfol&wlaimer.asp. gisweb.rrdm ddade.gmRropm tj6earcho irdMap hlrn 112 I m� RM Florida Building Code Edition 2010 DEC,. 7 High Velocity Hurricane Zone Uniform Permit Application Fo Section A (General Information) BY: Process No. Morton Roofing, Inc NE 92nd Street ROOF CATEGORY 09 Low Slope ❑ Mechanically Fastened The ® Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof ® Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 633 2,257 2,890 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 en Ify pim"ons of elevated pressure zones and location of parapets. 0, z o � W S cl) Z O C7 D U � z c7 Q 0 m `'I i ► '0 Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill In Specific Roof Assembly Components Fastener Spacing for Anchor /Base Sheet and Identify Manufacturer Attachment (if a component is not used, identify as °NAJ System Manufacturer: GAF NOA No.: 07- 1219.09 Design Wind Pressures, Fro Irr=r Calculations: Pmaxi : -42.8 Pmax2: -71.7 Pmax3: -108.0 Max. Design Pressure, From the Specific NOA System: '52.5 Deck: Type: Wood Gauge/Thickness: 518" or greater Slope: < 1" Anchor/Base Sheet & No. of Ply(s): NIA Anchor/Base Sheet Fastener/Bonding Material: NIA Insulation Base Layer: NIA Base Insulation Size and Thickness: NIA Base Insulation Fastener/Bonding Material: NIA Top Insulation Layer: NIA Top Insulation Size and Thickness: NIA Top Insulation Fastener/Bonding Material: NIA Base Sheet(s) & No. of Ply(s): 1 Ply - GAFGIass 750 Base Sheet Fastener/Bonding Material: 14/4" Rina Shank Nails and Tin Caps Ply Sheet(s) & No. of Ply(s): 2 Piles - GAF Ply IV Ply Sheet Fastener/Bonding Material: Hot Asphalt Top PIy:1 Ply - GAF Glass Cap Mineral Surfaced Cap. Field: 6 ° oc @ Lap, # Rows 2 @ 9 ° oc Perimeter: 6 ° oc @ Lap, # Rows 4 @ 6 " oc Comer: 6 " oc @ Lap, # Rows 4 @ 6 " oc Number of Fasteners Per Insulation Board Field: Permeter Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. Top Ply Fastener/Bonding Material: Hot Asphalt Surfacing: Granuals 1. Base sheet fastened with 1414" RSN 2. 2 x ply N set In hot asphalt 3. Mineral Surface Cap Sheet in hot asphalt 4.3"x3" Gaiv. Eaves Drip with 1414° RSN f is more than 0' from neigbbors 0 NO Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: Entegra Product Approval Number: 110510.02 Minimum Design Wind Pressures, If Applicable (From AS 127 r Calculations): 131: -39.1 P2: -68.1 133: -100.7 Maximum Design Pressure Product Approval Specific System: 45.5 (Moments) Method of Tile Attachment: Polyfoam - NOA =12- 0228.18 Steep Sloped System Description Deck Type: Roof Slope: 4 :12 Ridge Ventilation? N/A Wood Underlayment• • 30# ASTM Mean Roof Height: 14' N/A Barrier: NIA Type & Spacing: 1 114" Galv Ring Shank Nails 6" on laps, 2 rows 12" O.C. iesive Type: Asphalt Type Cap Sheet: SBS Certainteed. NOA 10- 0119.01 Roof Covering: TILE Type & Size Drips Edge: 3"x 3" White Galvanized o. Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values from Mf. If the Mr 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" (PI: -39.1 x X,209--= 11.30) - Mg: 6.64 = Mr, 4.66 Product Approval Mt 45.5 (p2: -68.1 x a .289 = 19.68) - Mg: 6.64 _ Mrz 13.04 Product Approval Mt 45.5 (p3: � x a .289 = 29.10 - Mg: � = Mr3 22.46 Product Approval Mt 5 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below 32.2 Product Approval Mt 45.58 M Requi red Moment Resistance* Mean Roof Height -♦ Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 1 27.1 28.2 30.0 *Must be used In conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based the systems use Method 3. Compare 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 "Uplift Based Tile Calculations Per RAS 127" (P,: x 1: = x w:= _) - W: x cos 0: - = Fr, Product Approval F A: x 1: = x w:= ) - W: x cos & - = F12 Product Approval F (P3: x 1: = x w:= ) - W: x cos & - = F,3 Product Approval F Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope a Job Site Aerodynamic Multiplier A Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance M, Product Approval Required Moment Resistance M, Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance F, Calculated Average Tile Weight W Product Approval Tile Dimensions I length Product Approval Ali calculations must be submitted to the Building Official at the time of permit application. Owner's Notification Form 07 I e MIAM '® °Delivering Excellgrrce Every Day° SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1514.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern 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 and the contractor. The owner's initial in the designated space indicates that the i as been explained 1. Aesthetics- workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Z& e) are for the. purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Ae thetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as Dart of the agreement between the owner and the contractor. 1112. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be d in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida sg Code. (The roof deck is usually concealed prior to removing the existing roof system). J3. Common roofs: Common roofs are those which have no visible delineation between neighboring i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or should notify the occupants of adjacent units of roofing work to be performed 1 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed.from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail pe tions of the underside of the decking may not be acceptable. The owner provides the option of ma' . g this; appearance. 5. Pon ding water: The current roof system and/or deck of the building may not drain well and may ca 11 a water to pond (accumulate) in low -lying areas of the roof. Ponding can bean indication of structural dis ass and may require the review of a professional structural engineer. Ponding may shorten the life e tancy and performance of the new roofing system. Ponding conditions may not be evident until the original r g system is removed Ponding conditions should be corrected. 1 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not ver oaded from a buildup of water. Perimeter /edge walls or other roof extensions may block this discharge if oveNflow scuppers (wall outlets) are not provided It may be necessary to install overflow scuppers in accordance wiql the requirements of. Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 7. Ventilations Most roof structures should have some ability to vent natural airflow through the in ' r of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, de 'geed by a Florida- licensed engineer or registered architect to eliminate the attic venting, venting shall not ed. Owner's /Agent's Signature: Date: Contractor's Signature: Permit Number: Property Address: I 5"E 92nd Street MiamiShores, FL 33138 MIANII -DARE COUNTY MIAM4QADE PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.ndamidade.eov/econ®my GAF 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Decks. 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. 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 revises and renews NOA No. 07- 1219.09 consists of pages 1 through 17. The submitted documentation was reviewed by Juan E. Collao, R.A. NOA No.: 13- 0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 1 of 17 ROOFING SYSTEM APPROVAL Ca o : Roofing Sub- Catmory BUR Material: Fiberglass Deck Type: Wood Maximum Design Pressure: -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description GAFGLAe #75 Base 39.3T'(1 meter) ASTM D 4601 Type H asphalt impregnated and coated glass mat Sheet Wide base sheet. GAFGLAS® #80 Ulti=7 39.37" (1 meter) ASTM D 4601 Type Il asphalt impregnated and coated, fiberglass Base Sheet Wide base sheet. GAFGLAS® FlexPly 6 39.37" (1 meter) ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt Wide coating. GAFGLAe Ply 4 39.37" (1 meter) ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt Wide coating. GAFGLAS® Mineral 39.37" (1 meter) ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced Surfaced Cap Sheet Wide with mineral granules. GAFGLAS® EnergyCapT'" 39.37" (1 meter) ASTM D3909 Asphalt coated, glass fiber mat cap sheet surfaced BUR Mineral Surface wide with mineral granules with factory applied Cap Sheet EnergyCote GAFGLAS® Stratavene 39.37" (1 meter) ASTM D 4897 Fiberglass base sheet coated on both sides with Eliminator Perforated Wide asphalt. Surfaced on the bottom side with mineral Venting Base Sheet granules embedded in asphaltic coating with factory perforations. GAFGLAS® Stratavene 39.37" (1 meter) ASTM D 4897 A nailable, fiberglass base sheet impregnated and Eliminator Nailable Wide coated on both sides with asphalt. Surfaced on the Venting Base Sheet bottom side with mineral granules embedded in asphaltic coating. Ruberoie SBS Heat- 39.37" (1 meter) ASTM D 6164 Non -Woven Polyester mat coated with polymer - Weld7 Smooth Wide modified asphalt and smooth surfaced. Ruberoie SBS Heat 39.3T'(1 meter) ASTM D 6164 Non -Woven Polyester mat coated with polymer - Weld"° 25 Wide modified asphalt and smooth surfaced. Ruberoie 20 39.37" (1 meter) ASTM D 6163 SBS modified asphalt base sheet reinforce with a Wide glass fiber mat. NOA No.: 13- 0424.09 Expiration Date: 11 /04/14 Approval Date: 1081113 Page 2 of 17 r f TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions SAeciflcation Description Ruberoie Mop Smooth 39.37' (1 meter) ASTM D 6164 Non -woven polyester mat coated with polymer- wide modified asphalt and smooth surfaced. FireOutm Fire Barrier 5, 55 gallons Proprietary Low VOC, water based fire barrier coating. Coating VersaShicie Fire 350 sq ft. roll ASTM D 226 Non - Asphaltic Fiberglass -Based Underlayment. Resistant Roof Deck Protection Topcoat® Surface Seal 5 gallons ASTM D 6083 Solvent based sprayable thermoplastic rubber SB sealant designed to protect and restore aged roof surfaces and to increase a roofs reflectivity. APPROVED INSULATIONS: TABLE 2 Product Name Product Description EnergyGuard7 Polyiso Insulation EnergyGuard7 RA Polyiso Insulation EnergyGuard7 RN Polyiso Insulation EnergyGuarC Perlite Roof Insulation EnergyGuardTm Perlite Recover Board EnergyGuard7 RA Composite Polyiso Insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Perlite insulation board. Perlite recover board Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation Securock® Gypsum-Fiber Roof Board Gypsum roof board StructodeV High Density Fiber Board High density fiber board Manufacturer (With Current NOA) GAF GAF GAF GAF GAF GAF USG Corporation Blue Ridge FiberBoard, Inc. NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 3 of 17 APPROVED FASTENERS: Manufacturer (With Current NOM GAF GAF GAF GAF GAF GAF GAF GAF NOA No.: 13-0424.09 Expiration Date: 11 /04/14 Approval Date: 10/31/13 Page 4 of 17 TABLE 3 Fastener Product Product Number Name Description Dimensions 1. Drill-Tec7' #12 Fastener Insulation fastener for steel, various wood & concrete decks. 2. Drill-Tec"m #14 Fastener Insulation fastener for steel, various wood & concrete decks. 3. Drill-Teem XHD Fastener Carbon steel extra heavy duty Various fastener used in steel decks. 4. Drill-Teem ASAP 3S Drill-TecTM #12 Fastener Various with Drill-Tecrm 3" Standard Steel Plate 5. Drill-Teem 3" Steel Plate Round galvalume stress plate 3" round used with Drill-Tec"' fasteners. 6. Drill-Tec'u 3" Standard Steel Round galvalume plated steel 3" round Plate stress plate with reinforced ribs for use with Drill-Teem fasteners. 7. Drill-Tec'm AccuTrae Flat AZ -SS aluminized steel plate 3" square Plate for use with Drill-Teem #12 Fastener, Drill-Teem #14 Fastener and Drill-Teem # 15 Fastener. 8. Drill-Teem AccuTrac® Galvalume Steel plate for use 3" square Recessed Plate with Drill-Teem fasteners. Manufacturer (With Current NOM GAF GAF GAF GAF GAF GAF GAF GAF NOA No.: 13-0424.09 Expiration Date: 11 /04/14 Approval Date: 10/31/13 Page 4 of 17 I 4 EVIDENCE SuBmTrrED: Test Agency Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. IRT of S. Fl. Trinity I ERD Test IdentiSer Description Date J.I.2B8A4.AM 4470 07/02/97 J.1.3B9Q1.AM 4470 01/08/98 J.I.ODOA8.AM 4470 07/09/99 J.I.ODlA8 AM 4470 - TAS 114 07/29/94 J.I.OY9Q5.AM 4470 - TAS 114 04/01/98 3029832 4470 - TAS 114 05/11/07 GAF - 084 -02 -01 ASTM D 6083 05/09/06 GAF - 314 -02 -01 ASTM D 2178 08/23/11 GAF - 315 -02 -01 ASTM D 2178 08/23/11 GAF - 276- 02 -01Rev ASTM D 6083 12/16/10 GAF - 276 -02 -02 ASTM D 226 11115110 GAF - 270-02 -02 ASTM D 226 11/15/10 02 -005 TAS 114 01/18/02 02 -014 TAS 114 03/22/02 G6850.08.07 -1 ASTM D 3909 08/13/07 G34140.04.11 -4 ASTM D 6401 04/25/11 G30250.02.10 -3 -R1 ASTM D 3909 11/26/12 G34140.04.11 -5 ASTM D 4897 04/25/11 G34140.04.11 -5 -R1 ASTM D 4897 10/18/13 G34140.04.11 -2 ASTM D 6163 04/25/11 NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 5 of 17 Deck Type 1: Wood, Non - insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, versaShieie Fire Resistant Roof Deck Protection or (optional) SecurockTM Gypsum Fiber Roof Board. Base sheet: GAFGLAS" #80 Ultima.TM Base Sheet, Stratavent® EliminatorTM Nailable venting Base Sheet, Ruberoid" 20, Ruberoid" SBS Heat- WeldTM Smooth or Ruberoid" SBS Heat - WeldTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS" Ply 4, GAFGLAS" F1exP1yTM 6, GAFGLAS" #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS" Ply 4, GAFGLAS" FlexPly m 6, GAFGLAS" #75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM #12 Fastener or Drill-TecTM #14 and Drill - TecTM 3" Steel Plate, Drill -TecTM AccuTrac" Flat Plate or Drill -TecTM AccuTrac" Recessed Plate 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitatwn #7) GAFGLAS" Flex P1y'm 6� GAFGLAS" #75 Base Sheet r any of above base sheets attached to deck with approved s an�iTc Hauls and tin caps at a fastener spacing _rn" - - t _ Asf I -- --- --- ---I _ —.I --- -- --- ^" - - --- I- - r _> 1 (Maximum Design Pressure 52.5 osf, See General Limitation #7)1 GAFGLAS" #80 UltimaTM Base Sheet, Ruberoid" 20, Ruberoid" Mop Smooth, base sheet attached to deck with approved 1' /a" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS" #75 Base Sheet or any of above base sheets attached to deck with Drill -TecTM #12 Fastener or Drill-TecTM #14 Fastener and Drill-TeOm 3" Steel Plate, Drill -TecTM AccuTrac" Flat Plate or Drill-Tedm AccuTrac" Recessed Plate 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-TedrM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) NOA No.: 13- 0424.09 Expiration Date: 11 /04/14 Approval Date: 10/31/13 Page 15 of 17 GAFGLAe #75 Base Sheet or any of above base sheets attached to deck with Drill-Teem #12 Fastener or Drill-Ted`m #14 Fastener and Drill-Teem 3" Steel Plate, Drill-Tee M AccuTrae Flat Plate or Drill -Teem AccuTrace Recessed Plate 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet: One or more plies o GAFGLAS PI 4 r GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Cap Sheet: (OptiOnal)l One DIV of GAFGLAS Mineral Surfaced Cap Sheei or GAFGLAS® EnergyCapTM BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions 1. Gravel or slag applied at 4001bs. /sq. and 3001bs. /sq. respectively in a flood coat of approved asphalt at 601bs. /sq. 2. Topcoat® Surface Seal SB applied at Ito 1.5 gal. /sq. Maximum Design Pressure: See Fastening Above NOA No.: 13-042A.09 Muuhi APPROVED Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 16 of 17 WOOD DECK SYSTEM LiwTATIONS: 1 A slip sheet is required with GAFGLAS" Ply 4 and GAFGLAS" Flex P1y"w 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum V4" Dens Deck"m Roof Board or %z" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LmmAmNS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force fl value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and comers). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N -3 of the Florida Administrative Code. END OF. THIS ACCEPTANCE NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 17 of 17 TGFU.R1306 Roofing Systems Page Bottom Roofing Systems See General Information for Roofing Systems GAF MATERIALS CORP 1361 ALPS RD WAYNE, NI 07470 USA R1306 "Ruberoid@ 20" or "Ruberoid@ 20 HT" or "Ruberoid@ Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets In any of the following Classifications. 1/2-in. thick (minimum) gypsum board or 1/4-In. thick (min) G -P Gypsum Corp. "DensDeck @ Roofboard," "DensDeck Prime@ Roofboard" or "DensDeck DuraGuardTM Roofboard" may be used In any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 -in. thick minimum) roof decks. However, the butt joints In the gypsum board and G -P Gypsum Corp. "DensDeck 0 Roofboard," "DensDeck Prime@ Roofboard" or "DensDeck DuraGuardl Roofboard" are to offset a minimum of 6- In. with the butt joints in the roof deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Multiple plies of "GAFGLASO Ply 4" or "Tri -Ply® Ply 4" or "Tri -Ply® Ply 6" may be adhered to G -P Gypsum Corp. "DensDeck 0 Roofboard," "DensDeck Prime@ Roofboard" or "DensDeck DuraGuardl Roofboard" in hot roofing asphalt. "EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification. "GAF Stratavent@ Eliminator'" Venting Base Sheet (Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. "GAFGLAS@ Perlite Insulation" may be utilized as a cover board over "EverGuard" insulation in any of the following systems. Unless otherwise Indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polystyrene referenced in any of the following Classfikations include "EnergyGuard EPS Insulation ". References to glass fiber insulation include "EnergyGuard Fiberglass Insulation ". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLASO *75 Base Sheet" or "Tri -Ply@ #75 Base Sheet ", or "GAFGLASO #80 ULTIMA ") Is a suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLASO Ply 4" or "Tri -Ply@ Ply 4 ", or "GAFGLASO Ply 6 ") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAF Stratavent@ Eliminator'"' Venting Base Sheet (Perforated)" or "GAF Stratavent@ Eliminatoff Venting Base Sheet (Mailable)." Perforated to be loose laid or mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLASO *75 Base Sheet" or "Tri -Ply@ #75 Base Sheet" or "GAFGLAS@ *80 ULTIMA" or "GAF Stratavent@ Ellminatoff Venting Base Sheet ( Nailable)" may be substituted for Type G1 asphalt glass fiber ply sheet ( "GAFGLASO Ply 4" or "TN -Ply@ Ply 4" or "GAFGLASO Ply 6 ") as the nalled base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLASO Flashing" or "Ruberoid@" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" Is referenced, this includes "GAFTEMP PERMALITE@" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C- 15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1h -in. minimum thick gypsum board is an acceptable alternate for minimum insulation over C -15/32 thick roof decks. The use of polystyrene insulation board between minimum 3A -in. thick perlite board and deck with rosin paper (perlite /rosin paper /polystyrene/periite) Is a suitable alternate for polyisocya6urate board In the following Class A, B or C systems. "EnergyGuard RA" or "Tapered EnergyGuard RA" or "EnergyGuard Composite RA" may be substituted for any Atlas polylsocyanurate Insulation In any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". "GAFGLAS@ #80 Premium Base Sheet" may be used in any of the following systems. "GAFGLAS@ Flex Ply 6" and "Tri-Ply® Ultra - Flexible Ply 6" are suitable alternates to "GAFGLASS Ply 6 ". "GAFTEMP Permalite Recover Board" may be used In lieu of any perilte insulation in any of the following NC Classifications. Unless otherwise Indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 21k to 3- gal/100-1`1:2. "Ruberoid@ Dual Smooth" may be used as an alternate to "Ruberoid@ Mop Smooth" or "Ruberoid@ 20" or "Ruberoid@ 20 HT" "Ruberoid@ Mop Smooth 1.5" may be used as an alternate to 'Ruberoid@ Mop Smooth" Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid@ Heat Weld" SBS roofing membrane may be used In lieu of "Ruberoid@ Mop" SBS products in any applicable Classification. Class A 1. Deck: C -15/32 Incline: 3 insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber /polylsocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 or "GAFGLASS Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLASS Ply 6" hot mopped. Surfacing: — Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): — One or more layers periite or wood fiber or glass fiber or polylsocyanurate or urethane or perlite /polylsocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 or "GAFGLAS@ Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLAS@ Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-Ply@ Mineral Surfaced Cap Sheet " or "GAFGLAS@ EnergyCapTm T" BUR Mineral Surfaced Cap Sheet." 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perilte/polyisocyanurate composite, perilte /urethane composite, wood fiber /polylsocyanurate composite, phenolic, 2 -in. maximum. Ply Sheet: — Two or more plies Type G1 "GAFGLAS@ Ply 4", "Tri-Ply@ Ply 4" or "GAFGLASS Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLASS Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap Sheet" or "GAFGLAS@ EnergyCapTm BUR Mineral Surfaced Cap Sheet." 4. Deck: C -15/32 Incline: 1 Glass Cap Over Wood Slip Sheet (Optional): — Red rosin paper, nailed to deck. Insulation (optional): — Any thickness periite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified Insulation adhesive. Base Sheet: — One ply Type G2 "GAFGLAS@ *75 Base Sheet" or "Tri-Ply@ #75 Base Sheet" (may be nailed). Ply Sheet: — One or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri-Ply@ Ply 4" or GAFGLAS@ Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-Ply@ Mineral Surfaced Cap Sheet" or "GAFGLAS@ EnergyCapT" BUR Mineral Surfaced Cap Sheet." Surfacing (optional): — "TOPCOAT@ EnergyCoteT " applied at a rate of 2 -gal /100 -ft2. 5. Deck: NC Base Sheet: — One ply Type G2 "GAFGLAS@ *75 Base Sheet" or "Tri-Ply@ #75 Base Sheet ". Ply Sheet: — One or more plies Type G1 "GAFGLASS Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLAS@ Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLASS Mineral Surfaced Cap Sheet" or "Tri-Ply@ Mineral Surfaced Cap Sheet" or "GAFGLAS@ EnergyCapTP1 BUR Mineral Surfaced Cap Sheet." 6. Deck: C -15/32 Incline: 2 Insulation: — One or more layers perlite, glass fiber, polyisocyanurate, urethane, periite /polyisocyanurate composite, perlite /urethane composite, phenolic, 1 in. minimum (offset a minimum of 6-in. from plywood deck joints). Base Sheet: — One or more plies Type GI or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid@ Torch Smooth" or "Ruberoid@ Torch Granule" or "Ruberoid@ Torch Granule Plus" or "Ruberoid@ Mop Smooth" or "Ruberoid@ Mop Smooth 1.5" or "Ruberoid@ Mop Smooth Plus" or "Ruberoid@ Mop Granule" or "Ruberold@ Mop Plus Granule" or "ROOFMatchl SBS Modified Granular" or "Tri -Ply@ SBS Modified Bitumen Membrane" or "ROOFMatchTm APP Modified Granular" or "Tri-Ply@ TP -4G" or "Tri -Ply@ TP -4" or "Ruberoid@ Dual Smooth ". Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-Ply@ Mineral Surfaced Cap Sheet "or "GAFGLASS EnergyCapTP° BUR Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt. 7. Deck: C -15/32 Incline: 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or . , MIAMI-Mm" r 1 E =.,r BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) CertainTeed Corporation 1400 Union Meeting Road P.O. Bog 1100 Blue Bell PA 19422 MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 3313'0 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by 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 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: CertainTeed Underlayment Systems 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. 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 revises NOA # 08 -0807.18 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigers r NOA No.: 10- 0119.01 Expiration Date: 11/24/14 Approval Date: 05/05/10 Page 1 of 6 It ROOFING COMPONENT APPROVAL Cateaory: Sub-Ca teeory Material: Roofing Underlayment SBS TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions Test Product as an underlayment in sloped roof assemblies. SIDeciflcation Descrintion WinterGuard HT 36" x 66.7' rolls ASTM D 1970 Modified fiberglass reinforced, bituminous Weight 45 lbs Flintlastic GTA sheet material for use as an underlayment in ASTM D 6222, Granule surfaced APP Modified Bitumen Weight: 1051bs. sloped roof assemblies. Designed as an ice & reinforcement for torch application. rain shield WinterGuard Granular 36" x 65' rolls ASTM D 1970 Granular surfaced modified, fiberglass Type H sheet. Weight 72 lbs 33'11 " x 39 -3/8" reinforced, bituminous sheet material for use sheet. as an underlayment in sloped roof assemblies. 39 -3/8" x 33'11" ASTM D 6164 Granule surfaced, SBS Modified Bitumen Designed as an ice & rain shield WinterGuard Sand 36" x 65' rolls ASTM D 1970 Embedded sand surfaced modified, fiberglass Weight 72 lbs reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield Black Diamond? 39 3/8" x 68' 7 "; ASTM D 1970 Granular surfaced modified, fiberglass Base Sheet Weight: 76 lbs. reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. Not for use as an Anchor Sheet. Direct adhesion to wood deck not permitted in the HVHZ. Flintlastic GTA 39 3 /8" x 32' 10 ", ASTM D 6222, Granule surfaced APP Modified Bitumen Weight: 1051bs. Grade G, Type I membrane with non -woven polyester mat reinforcement for torch application. All Weather/Empire 39 3/8" x 65' 10 ", ASTM D 4601 Asphalt coated fiberglass reinforced base Base Sheet Weight: 70 lbs. Type H sheet. Flintlastic SA Cap FR 33'11 " x 39 -3/8" TAS 103 Fiberglass reinforced, fire retardant SBS cap sheet. Flintlastic GMS 39 -3/8" x 33'11" ASTM D 6164 Granule surfaced, SBS Modified Bitumen Roll Weight: 97 Grade G, Type I membrane with non -woven polyester mat lbs. reinforcement for mop application. NOA No.: 10- 0119.01 Expiration Date: 11/24/14 Approval Date: 05105110 Page 2 of 6 MANUFACTURING LOCATION: Little Rock, AR. EviDENCE SuBmrrrED: Test Agency Test Identifier Test Name/Reyort Date Momentum Technologies, Inc. AX31G8D ASTM D4601 09/05/08 AX31G8G ASTM D6222 06/05/09 RX02J9A ASTM D6164 12/22/09 Trinity ERD C8440.04.08 ASTM D4798, D1970 04/08/08 C9560.05.08 ASTM D1970 05/27/08 C12960.06.09 TAS 103 06/02/09 3530.12.05-1-RI AC 152 & ASTM D1623 10/05/09 3523.03.05 -R2 ASTM D1623 01/12/10 C32240.03.10 TAS -104 / ASTM D 4977 03/04/10 C3500.04.10 TAS - 103 04/01/10 APPROVED ASSEMBLIES: Deck Type 1: Wood, Non - insulated Deck Description: 19/32" or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened to deck, membrane adhered. Anchor Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Membrane: One or more plies of Flintlastic GTA torch applied to anchor sheet or WmterGuard HT, WinterGuard Granular, WinterGuard Sand or Black Diamond Base Sheet self - adhering membrane adhered to the anchor sheet with a minimum 3" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied Vertical strapping of the membrane is acceptable. If membrane is strapped, then anchor sheet must also be strapped. Surfacing: Shall be acceptable for use in approved asphaltic shingles, wood shakes, & shingles, quarry slate, and metal roof applications. Must Comply with applicable Roofing Application Standards and Building Codes NOA No.: 10- 0119.01 Expiration Date: 11/24/14 Approval Date: 05/05/10 Page 3 of 6 Deck Type 1: Wood, Non - insulated Deck Description: 19/32" or greater plywood or wood plank System E(2): Anchor sheet mechanically fastened to deck, membrane adhered. Anchor sheet: One ply of ASTM D 226 Type II organic felt or All Weather/Empire Base mechanically attached with a minimum 4" side lap and a minimum 6 "end lap. Anchor sheet shall be applied at a right angle (900) to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the side lap, and two 12" o.c. staggered rows along the center of the base sheet. Ply Sheet: (Optional) One or more plies of an ASTM D226 ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 1bsJsq. Membrane: One ply of Flintlastic GMS adhered in a full mopping of Type IV asphalt applied within the EVT range and at a rate of 20- 401bs. /sq. or * Flintlastic GTA torch applied to the preceding sheet or Flintlastic SA Cap FR self - adhering membranes adhered to the preceding sheet with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the membrane is acceptable. If membrane is strapped, then anchor sheet and ply sheet must also be strapped. When used in Tile roof systems the cap sheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12" o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed. Surfacing: Flintlastic SA Cap FR and Flintlastic GMS may be used with any approved roof tile system mechanically fastened or foam adhered. * Flintlastic GTA may only be used with any approved mechanically fastened roof tile system. Must comply with appropriate Roofing Application Standard RAS 118, RAS 119, RAS 120 and applicable Building Codes. NOA No.: 10- 0119.01 Expiration Date: 11/24/14 Approval Date: 05 /05/10 Page 4 of 6 LABELING: 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. BUILDING PERNM 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 material. LEWrATIONS: 1. Fire classification is not part of this acceptance. 2. CertainTeed underlayment roofing systems utilizing Flintlastic GTA, WinterGuard HT, WinterGuard Granular, WinterGuard Sand or Black Diamond Base Sheet as a cap membrane shall be acceptable for use in asphaltic shingles, wood shakes, & shingles, quarry slate, and metal roof applications. 3. CertainTeed underlayment roofing systems utilizing Flintlastic SA Cap FR or Flintlastic GMS as a cap membrane shall be acceptable for use in foam adhesive set and mechanically fastened roof file systems. 4. CertainTeed underlayment roofing systems utilizing Flintlastic GTA as a cap membrane shall be acceptable for use in mechanically fastened roof file systems. 5. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. CertainTeed underlayment roofing systems shall be installed in strict compliance with applicable Building Code. 6. CertainTeed underlayment roofing systems membranes shall be applied to a smooth, clean and dry surface with deck free of irregularities. 7. CertainTeed underlayment roofing systems membranes shall not be applied over an existing roof membrane as a recover system but may be applied over an approved roofing Base/Anchor sheet underlayment. 8. WinterGuard HT, WmterGuard Granular, WinterGuard Sand, Black Diamond Base Sheet, Flintlastic SA Cap FR, and Flintlastic GMS shall not be left exposed as a temporary roof for longer than 180 days of application. 9. Flintlastic GTA shall not be left exposed as a temporary roof for longer than 30 days of application. 10. CertainTeed underlayment products may be used with any approved roof covering Notice of Acceptance listing CertainTeed underlayment products as a component part of an assembly in the Notice of Acceptance. If CertainTeed underlayment products are 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. 11. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. NOA No.: 10- 0119.01 Expiration Date: 11/24/14 Approval Date: 05/05/10 Page 5 of 6 LmrrAnoNS: 12. 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. 13. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 14. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 15. All systems using Flintlastic SA Cap FR, and Flintlastic GMS shall be limited to the maximum roof slopes outlined in the table below: Maximum Roof Slope Tile S�ftged Batten Flat 4:12 7:12 Lqgg ed 4:12 7:12 Staged method shall consist of two tiles perpendicular to slope and four tiles on top parallel to slope (See Figure 1 below). For batten method, tiles shall be stacked on slope, not to exceed 10 -high (See figures 2 below). Slope I Front View Figure 1: Staged Method, Front View Figure 2: Batten Method END OF THIS ACCEPTANCE Side View Figure 2: Batten Method NOA No.: 10- 0119.01 Expiration Date: 11/24/14 Approval Date: 05/05/10 Page 6 of 6 I SCOPE: This NOA is being iss ed under the applicable rules and regulations governing the use of conshuctim materials. The dow>nectation submitted has been reviewed and accepted by Miami Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Av dway Having 7ndsdiction (AEU). Taus NOA shall not be valid after the expiration date stated. below. The Miami Dade Comity Product Control Section (7n Mami Dade Cm*) and/or the AHJ (m areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance per. If this product or material fails to perform in the accepted manner,- the mamrfact w will inctu the expem of such tinting and the AM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Mom-Daft County Product Control Section that this product or material fads to meet the requirements of the applicable building core. This product is approved as described. heroin, and has been designed to fly with the Florida Building Cale including the High Velocity Hurricane Zone of the Florida Budding Code. DFOWRIOMON1. 3PATM 2- Comp011010t Foam Roof INe Adhesive AH-160 IABELING: Each unit shall bear a pp label with the marnifficturWs name or logo, city, state and following statement "Tani -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 afar the expiration data or if there has been a revision or change in the materials, use, andlor manafictore of the product or Proems. Manse of this NOA as an endorsement of any product, for sales, advertising or any other pmt shall arhtomatic aRy this NOA. Failure to comply with any section of this NOA shall be cause for lion and removal of NOA. ADVERT>[5►112i - The NOA number preceded by the words Miamh-Dade County, Florida, and followed by the dWx nay be digPluyed in advwtiang Vim if m' pard°II of the NOA is displayed, &en it shall be done in its ent kety. INSPECTION: A copy of this entire NOA shall be provided to the USMby the mangy or its distnIMm and shall be available for inspection at the job site at the request of the Budding OfftciaL This renews and revises NOA# 11 -0124.04 and consists of pages 1 through 7. The submitted documents" was reviewed by Alex Tigers. NOA Noa 12- 0228AS Expiration Bate: OSIIW17 Approval Ears: 05n W12 Pl1ge 1 of 7 1�1U4N1t NIIAA "ADE COUNTY a ` 3 PRODUCT CONTROL SECTION DEPA] T i m rr f ff PEBffi1TII9G, ENMONNMT,AM R1 TOW AFFAM OS" 11845 SW 26 Std Ra=208 Wmn4 Florida 33175 -2474 BOARD AND CODE AMUNISTRATIONIDIMM T M 315 -2590 F (7$6) 315 -2599 OF ACCEgTANCE (NOA) ove _NOTICE 3M Company 3M Center BuNding 822045 -1 St. Pae� NIK 55144 -100 SCOPE: This NOA is being iss ed under the applicable rules and regulations governing the use of conshuctim materials. The dow>nectation submitted has been reviewed and accepted by Miami Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Av dway Having 7ndsdiction (AEU). Taus NOA shall not be valid after the expiration date stated. below. The Miami Dade Comity Product Control Section (7n Mami Dade Cm*) and/or the AHJ (m areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance per. If this product or material fails to perform in the accepted manner,- the mamrfact w will inctu the expem of such tinting and the AM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Mom-Daft County Product Control Section that this product or material fads to meet the requirements of the applicable building core. This product is approved as described. heroin, and has been designed to fly with the Florida Building Cale including the High Velocity Hurricane Zone of the Florida Budding Code. DFOWRIOMON1. 3PATM 2- Comp011010t Foam Roof INe Adhesive AH-160 IABELING: Each unit shall bear a pp label with the marnifficturWs name or logo, city, state and following statement "Tani -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 afar the expiration data or if there has been a revision or change in the materials, use, andlor manafictore of the product or Proems. Manse of this NOA as an endorsement of any product, for sales, advertising or any other pmt shall arhtomatic aRy this NOA. Failure to comply with any section of this NOA shall be cause for lion and removal of NOA. ADVERT>[5►112i - The NOA number preceded by the words Miamh-Dade County, Florida, and followed by the dWx nay be digPluyed in advwtiang Vim if m' pard°II of the NOA is displayed, &en it shall be done in its ent kety. INSPECTION: A copy of this entire NOA shall be provided to the USMby the mangy or its distnIMm and shall be available for inspection at the job site at the request of the Budding OfftciaL This renews and revises NOA# 11 -0124.04 and consists of pages 1 through 7. The submitted documents" was reviewed by Alex Tigers. NOA Noa 12- 0228AS Expiration Bate: OSIIW17 Approval Ears: 05n W12 Pl1ge 1 of 7 T ROOFING CordMNOT AppROVAL: 0"V i Roofing Sub Category: Roofttde alive Mks Polymer SCOPE: This approves 3RD 2- Compomm Foam Red 1�1e Adhesive AR-160 as b3► 3M z any as deco W in Section 2 of this Nonce of Acceptance. For the locations where the design pressure requirem , as determined by applicable bd1dwg code, does not exceed the dedip pram vahus obtained by calculation in compliance w th Roofing Application Standard RAs 127, for use with approved flat, low, and high Profile roof ties system Ong 2- Component Foam Roof I-& Adhesive All-160. whm the attacbmant caladafiOn are done as a moment based system for smide Ply PlaCODMI, and as an uplift based system for double patty systems P'ROIDUCTS pjANUFAC'TURED BY APPUICANT: Dime—RdM Test edam 3MTM 2- Component Foam N/A TAS 101 Roof Tde Adhesive AI- 160 Foam Dispenser RTFI009 N/A ProPwJA 30 & 100 N/A eru E. Two componcnt polysrethane foam adhesive D°'S Equ*nwt Dig $RODUCTS MANUFACTURED BY Any Mumi Dade County Product Control Accepted RoofTile Assembly having a current NOA which list moment resistance values vnth the use of 2- Component Foam RoofTOe ,Adhesive AR-160 roof tile adhesive. rdANUFACT[JRING ]LOCATION: 1. Tomball, TX. FWSICAL ftOP pyowift Test Density ASTM D 1622 Compressive g ASTM D 1621 TMRC Stro$'th ASTM D 1623 Water Absorption ASTM D 2127 Moisture VaporTraosmission ASIM E 96 Dimensional Stability ASTM D 2126 Closed Cell Content ASTM D 2856 1.61bs..3 �� 18 PSI Parallel to rise 12 PSI P cular to nw 28 PSI Parallel to rise 0.08 Lbs./Ftl 3.1 Perm/ Inch +0.07•/8 Volume Change @ AW F., 2 weelm +6_09A Volimne Change @158T ,100% Humidity, 2 weeks 86% :, 12-022918 M, r - Date: Approval Daw OMOM Yap 2 of 7 Note: The phyd� properties >lsted above ere presented as typical average values as determined by amid ASIM test me&ods and are subject to normal manufacturing variation. EVIDENCE SUBI«'rED: •r Test= Test Nam e/Reuort Date X94 -064 TAS 141 04/08/94 Center for Applied Engineering 257518 -IPA TAS 101 12/16/96 25- 7438 -3 SSTD 1193 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11-93 11 /02195 X438- SSTD 1193 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01194 Polymers Division Ramtech Laboraftica, Inc. 9637-92 ASTM E 108 04/30/93 01- 6743„011 ASTM E 108 11/16/94 Southwest Resch 3n 01- 6739- 062b[i] ASTM E 84 01/16/95 Thy Eh& fig 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 12/28/98 520109 -1 TAS 101 520149 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02199 520109 -2 -1 LIBUTATiONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3Mm 2- Component Foam Roof Tile Adhesive AH 160 shall solely be used with flat, low, & high tile profiles. 3. bfinimum underhWment shall be is compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manu&cw= acquffmg acceptance for the use of 3Mrm 2-Component Foam Roof Tile Adhesive AIi 160 roof tile adhesive with their the assemblies shall test in accordmwe with TAS 101. 5. Roof Tile mimes acquiring acceptance for the use of HAND7 -STICK roof tae adhesive with their die affiCIDbffeg in B=rdM= With TAS 101 with section 10.4 as modified herein. i2 F'— MS NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05110/12 Page 3 of 7 INgTALLATION: _ assembly 1. NOA 2-Compon� Foam res�st 1 ce values with the use of 3Wm - Component FFooann Roof Tile Adhesive AHa160. NOA that up 2. 311m 2- Component Foam Roof Tile Adhesive AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted hmm The roof tile assembly's adhesive attachment with the use of3M'm 2- Component Foam Roof Tile Adhesive AR-1 60 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resista1100 determined in Trance wo Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof the assembly NOA- 3. 3M?m 2- Component Foam Roof Tile Adhesive AR-1 60 and its c omponerns shall m Red Til Adhesive with Roofing Application Standard RAS 120, and 3M Company's 3MTw 2- Component t Fp 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Tramed'QwMed Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. S. Calibration of the Foam Dispenser RTF1000 dispensing equipment is reqffed, before application of any adhesive. The mix ratio betwem the W torment 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 toe as dew at calibration. No other settings shall be approved. 6. 3MTM 2- Component Fown Roof Tile Adhesive AH-160 shall be died with Foam Dispenser RTF1000 or propackO 30 & 100 dispensing equipment only. 7. 3MTm 2-Component Foam Roof Tile Adhesive AR-160 shall not be exposed permanently to sunlight 8. Tcles must be adheres in freshty applied adhesive. Tile must be set within 2 to 3 minutes after 3Mm 2- Component Foam Roof Tile Adhesive AR-160 has been dispenser. 9. 3MTu 2-C m neat F08M Roof Tile Adhesive AH -160 placement and mmmum, party weight shall be in accordance with the 71acement Details' herein. Each generic the profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Proffie Title Prole Placement DdA Single Paddy Weight Two er Min. (grams) dPaddy (ge paddy Flat, Low ffigh Profiles #1 35 NIA M& Profile 2 Piece Barrel #1 17 /side on cap and 3 N/A Flat, Low, 114RA Profiles #2 24 N/A 1 Flat, Low Profiles #3 8 NOA No-- 12 -OnL13 Exphidwi Date: MOW tae Date_ oanoru Page 4 of 7 LABELING: All 3Mrm 2-Component Foam Roof Tile Adhesive AH-160 containers " comply with the Stundard Conditions HaW herein. BUU,DING PKUM REQURUMMM: As required by dw Building Official or Vfllicuble budding code in order to properly evaluate the installation of this romm A ig IMIUM '40 1 UILI V Ij 01 WO I I ORMOMMIft 7� mdtDSwd==cff PMUEmmemad m d cI,=m9ffftft/ a 00"aftur 9"PM NOA Noz. 12-02MILS Expbs#m Date: 05/10/17 Approval DaW- MUM Page 5 d7 aJi 1 I ORMOMMIft 7� mdtDSwd==cff PMUEmmemad m d cI,=m9ffftft/ a 00"aftur 9"PM NOA Noz. 12-02MILS Expbs#m Date: 05/10/17 Approval DaW- MUM Page 5 d7 I I iJ�J ..'. I ORMOMMIft 7� mdtDSwd==cff PMUEmmemad m d cI,=m9ffftft/ a 00"aftur 9"PM NOA Noz. 12-02MILS Expbs#m Date: 05/10/17 Approval DaW- MUM Page 5 d7 ADHLSM pLACEmm DETAIL 2 SMGM PATTY NOA No.:12 9=8.18 ERdmdon 951117 Approval Dates U5n0J12 Page 6 of 7 lamps ,M tmtb T x3bL Wa1w - - I an ADwsm pLAcncm DETAIL 3 DOUBLE PAM Paft Ndfta* Md=mo) Paft m do I ftb) A w Sbqftpo*beMmtffe 2bLx7hLmdm .. V1406 mdum D*Odp NOA Noz 1240MB Expirsdon Datp-- MOW Ec Approval Date: MOM Page 7 of 7 MOO I II �� IfHdE \ / '„f', t. A w Sbqftpo*beMmtffe 2bLx7hLmdm .. V1406 mdum D*Odp NOA Noz 1240MB Expirsdon Datp-- MOW Ec Approval Date: MOM Page 7 of 7 MOO .fill Y; / '„f', t. A w Sbqftpo*beMmtffe 2bLx7hLmdm .. V1406 mdum D*Odp NOA Noz 1240MB Expirsdon Datp-- MOW Ec Approval Date: MOM Page 7 of 7 • r MIAMIM MIAMI -DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION 14 WW, Florida 33175 -2474 T(786)315-2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) w-my oiiemidA&,gM&uildine/ Entegra Roof Tile, Inc. 1289 NE a Ave. Okeechobee, FL. 34972 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of -such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 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: Estate "S" 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. TERMWATION 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 renews NOA # I0- 0518.03 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigers. NOA No. l l- OS10.02 Expiration Date: 08%23/16 Approval Date: 06/30/11 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Roofimg Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a roofing system using Entegra Estate "S" Concrete Roof Tile, as manufactured by Entegra Roof Tile, Inc. in Okeechobee, FL. as described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code for High Velocity Hurricane Zone. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the design pressure values obtain 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 Manaf bod Test Product Ansnlicant Dimesn®ians SUMM940008 Description Entegra Estate `S' i = 16 -li2" TAS 112 Low profile, interlocking, extruded concrete Roof Tile w =1.3" roof tile equipped with two nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications Trim Pieces I = varies TAS 112 Accessory iron, concrete roof pieces for use w = varies at hips, rakes, ridges and valley varying thickness terminations. Manufactured for each tile profile. 2.1 MANUFACTURING LOCATION 2.1.1. Okeechobee, FL. 2.2 EVIDENCE SUBMITTED: Tat Agemcv Test Identifier Test Name/Resnort at Redland Technologies 7161 -03 PA 102 Dec. 1991 7161 -03 PA 102(A) Dec. 1991 7161 -03 PA 108 Dec. 1991 P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails P0631 -01 PA 108 July 1994 Letter Dated Aug. 1, 1994 PA 108 Aug. 1994 Professional Service 22447099 PA 112 Sept. 1994 Industries, Inc. The Center for Applied 94060B PA 101 March, 1994 NOA No. 11- OS10.02 Expiration Date: ON23/16 Approval Date: 06130/11 Page 2 of 6 Test Money Teat Identtdzer Test Name/Reno Date Engineering, Inc. 94=084 PA 101 May 1994 25- 7094 -1 PA 102 Oct. 1994 25- 7094 -7 PA 102 Oct. 1994 25- 7094 -4 PA 102 Od. 1994 Project No. 307025 PA 100 Oct. 1.994 Test #MDC -76 25- 7183 -1 PA 102 Feb. 1995 25- 7183 -2 PA 102 Feb. 1995 25-7214-2 PA 102 March, 1995 25- 7214 -6 PA 102 March, 1995 Celotex Corporation 528454 -2 -1 PA 101 Sep. 1998 Testing Services 520109 -2 Dec. 1998 Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 1999 IBA Consultants, Inc. 2381 -264 TAS 112 01/08/08 3. LEwrATIONS: 3.1 Fire*classification is not part of this acceptance. 3.2 For mortar or adhesive set file applications, a static field uplift test in accordance with TAS 106 may 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 and Neighborhood Compliance Department — Product Control Section 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. NOA No. 11- 0510.02 CAD COU r Expiration Dais: MUM Approval Date: 06/30/I I Page 3 of 6 4. INSTALLATION 4.1 Entegra Estate "S" Concrete Roof Tile and its components shall be installed in strict compliance with Miami lade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations. Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (lbf) 1 Length-1(ft) Width -w (ft) Ent re Estate's' Roof Tile 10.0 1.375 1.08 Table 2: Aerodynamic Multipliers Tile Profile x (ft Batten Application (ft ) Direct Deck Application Entegra Estate'S' Roof Tile 0.267 0.289 Table 3: Restoring Moments due to Gravity - Mg (ft Ibf) Tile Profile 3 11:12" 4":12" 5 ":12" 6":12" Greater than 7 ":12" Entegra Estate 'S' Roof Tile Battens Direct Deck Battens Direct Deck 1 Battens Direct Deck Battens Direct Deck 1 Battens Direct Deck 5.91 6.74 6.82 6.64 5.70 1 6.50 5.56 6.33 5.40 6.14 Table 4: Attachment Resistance Expressed as a Moment - Mt (ftdbf) for Nall -On Syste_ ms Tile Profile Fastener Type . Direct Deck (min 16132" plywood) Direct Deck (min. 19f32" plywood) Battens Entegra 2 -10d Mpg Shank Nails 27.8 37.4 28.8 Estate's' Roof Tile 1 -10d Smooth-or Screw Shank NO 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screve 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nall Fiekl Cll z 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nall Eave CIi z 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails Field Clip) 35.5 35,5 34.8 2 -10d Smooth or Screw Shank Nails Eave CIi 31.9 31.9- 32.2 2 -10d Ring Shank Nails 43.0 F 67.5 50.9 1 Installation with a 4" file heacHap and fasteners are located a min. of 2W from head of Me. 2 When using only one fastener use the hole that is approAmeWy 4-314" ow from Interlooldng edge. NOA No. 11-0510.02 Expiration Date: 08/23/16 Approval Date: 06/30/11 Page 4 of 6 Table 8: Attachment Resistance Expressed as a Moment Mf (ft4bf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Enteara Estate*'S' Roof Tile Adhesive 28.1 3 See inanuhmiures component roval for installation requiremn1s. 4 Flexible Products Company TlisBond Average weight per patty 11.4 grams. Pol oam Product Inc. Average weight per pft 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mt (ft lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Entegra Estate 'S' Roof Tile Polyfoam PolyftTm 86.61 Po am Po MTM 45. S Large paddy Placement of 54 arams of Poi Pro''+. 20.60 6 Medium paddy p1mmnent of 24 grams of P ProT'A. Table T: Attachment Resistance Expressed as a Moment - Mf(ft -lbf) for Mortar or Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Entegra Estate Mortar Set 20.60 'S' Roof Tile 5. LABELm: All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Bade County Product Control Approved ". WnME IW-A na,, FI= ENTESRR ESTATE "S" TQ.E LABEL (LOCATED ON UNDERswc OF TILE) 6. BUIIAING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. NOA No. 11- 0510.02 Expiration Date: 08W/16 Approval Date: 06!30111 Page 5 of 6 Nail Holes 1 PROFILE DRAWING Eww" ESTATE KS" CONCRETE ROOF TILE END OF THIS ACCEPTANCE a NOA No. 11 -WM02 Expiration Date: 08/23/1.6 Approval Date: 06/30/11 Page 6 of 6