The URL can be used to link to this page

RF-13-2315Miami Shores Village 10050 N. E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax (305)758-8972 PermitNo. RF -10-13-2315 Issue Date 70128:2073 Expires:04/26/2014 INSPECTION REQUESTS: (305)7624949 REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY. MMMEMEMEMMEEM Roof Parcel #:1121360110290 Owner's Name:~ Owner's Phone: Job Address: 37 MSN 108 Street Miami Shores_ FL Total Square Feet: 1700 188 - 33188 - Band Number: Bond Total Job Valuation: $ 16,200.00 Contractor(a) Phone Primary Contractor PERFECT ROOFING & SERVICES If 305-895-9237 Yes WORK IS ALLOWED MONDAY THROUGH SATURDAY, 7:30AM - 6:OOPM NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. ' r -COLOR THROUGH CONCRETE TILE OR SOLI® CLAY TILE REQUIRED. NO INSPECTION WILL BE MADE UNLESS THE PEP.MIT CARD !S DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE THAT WORK IS, ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL WARNING TO OWNER: YOUR FAILURE TO RECORD. A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORD: OR RECORDING YOUR NOTICE OF COMMENCEMENT. INSPECTION RECORD CIVIL Reileh Engineering Corp. (Consulting Engineer) 2370 S.W. 123 Avenue R1% Miami, Florida 33175-1174 Tel: 305-823-8008 / 305-397-6414 ENGINEER Fax: 305-823-3300 / 305-884-8834 Website: www.reilehengineering.com December 11, 2013 Perfect Roofing 305 Northeast 116 Street Miami, Florida 33161 Project: ROOF TILE UPLIFT TEST REPORT Residential Home 37 Northwest 108 Street Miami Shores, Florida Information provided by client: Permit Number: Not Provided Date Completion: December 9, 2013 Roofing Contractor: Perfect Roofing Project Number: 13-0948 (Testing Laboratory Certificate # 11-0715.04) Dear Sirs; In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported. to be Eagle Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully .submitted; Reileh Engineering Corporation Salleh, P.E.49014 ect Manager TILE UPLIFT TEST Residential Home 37 Northwest 108 Street Miami Shores, Florida Reileh Engineering Corporation — Project Number -13-0948 — Page 2 of 4 Report of TILE UPLIFT TEST for Residential Home 37 Northwest 108 Street Miami Shores, Florida Proiect Number: 13-0948 fest Number Wiest Load jest Status z 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass 25 1 35 Pass Reileh Engineering Corporation — Project Number -13-0948 — Page 3 of 4 Test Number } Test Load Test'Status" 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass rest 1-10 Corner, 11-17 Ridge Caps, 18-33 Perimeter, 34-54 Field Mich Engineering Corporation — Project Number -13-0948 — Page 4 of 4 0 9-b60- c I SNOISNMIQ dW SNOUVX115:-I.1 M79" m 0CAX4 - vw gym) G - dVD 97610 x111 a50015WNad 1 c - L VW;51Q �amuld 01 - �M) al� NWW 5WNW 9 N0111)01;5al'ON 91 - �"Plld NOI Ml;6al dvD VdW 0 A5 OG o �M) "Old IZ o L111W a11l15a ,S 0011 - m NOTICE OF COMMENCEMENT A RECORDED'COPY MUST A BE PO�ST�ED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERh�,"T NO. ��63 ?/3 TAX FOLIO NO. ��_��® STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real OR Bk 28991 Ps 35766 (Iph) RECORDED 10/3112013 09907:09 HARVEY RUVINP CLERK OF COURT MIAMI-DADE COUNTYe FLORIDA LAST PAGE 2. Description of improvement: f Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: ' --ec C 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $- 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expira ion date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a diff( 7(date is specified)1 , - SignbtuIner's e of Owner Print O Name Sworn td and subscrib - z Notary Public Print Notary's Name W My commission expires: 11301-39 7/05 PAGE 3 Prepared by i ,. I •vim- Yv"' 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: 10050 NE 2nd Ave Miami Shores, FI 331 8 Re: Owner's Name: � C_ Property Address:3 c� Q 0 Roofing Permit Number: DearBuilding Official: I—�J-��r, `i'i-err" certify that I am not required to retrofit the roof to wall connections of my build! ecause: he just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994,dition of the South Florida Building Code (1994 SFBC) Signa , re Print Name State of Florida County of Dade The undersigned, being the first duly swom, deoses and says th Swornto and subscribed before me this � (3C7 day of Notary Public, Sate of Florida at Large the owner for the above property mentioned. • When the just valuation of the structure for purpose of a d 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. Revised on 5/21/2009 J os C�o fl(Ca4vuff, I. -- soe �� ail Miami Shores Village U0 �, l Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 1 Tel: (305) 795.2204 Fax: (305) 756.8972 l INS ECTION'S PHONE UMBER: (305) 762.4949 1 11U 3 q BUILDING Permit No. PERMIT APPLI ON Master Poxmtt-Na Permit Type: JOB ADDRESS: BUILDING 301 ROOFIN OCT 10 2013 FBC 20 Lb City: + Miami Shores County: Miami Dade Zip: Folio/Parcel#: 6 �° f� �� '�l p4Aj L1 Is the Building Historically Designated: Yes OWNER: Name (Fee Simple Titleholder):_j Address: tX� V j0c)'L City: f2e94r_A%-LV Tenant/Lessee Name: Email: TA, _"It CONTRACTOR: Compayny, ny Address: _ � y/ City: 1"— Qualifier Name: ur [9 NO State: ! State Certification or Registratign #: ni'C 1 3 ols'qLk Contact Phone#: tG W2 -0( 0 Email Address: DESIGNER: Architect/Engineer: Zone: t�40 Igo t5aw 91odi !o , 93 cffl r. _Zip: S3��-9 G jag -7S' -C—? -?-25 ;=—`Mm sTs Value of Work for this Permit: $ 0_0Square/Linear Foo P 4 ki. 1 Type of Work: UAddition ❑Alte on New epair/Replace IIsmolition Description of Work: Color thru tile: Submittal Fee $ 5 0 G Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond Technology Fee $ TOTAL FEE NOW DUE $ O Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of s pos notice, the inspection will not be approved and a reinspection fee will be charged. SSignature - OmVer or Agents K� � ontractor 1 The foreg g instrument was acknowledged before me this The for,Qgomg instrument was acknowledged before me this day of , 20 t5, by + day of � � 20 a, by who is personally known to me or who has produced who is personally known to me or who has produced AAY!P h[4711 Sign: Print: As identification and who did take an oath. my commission hxpires: APPROVED BY as identification andiv*oidid take an oath. My Commission Expires: n i 1� Plans Examiner Zoning Structural Review Clerk (Revised 5/2/2012)(Revised 3/12/2012) )(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) NOTARY PUBLI d� . Sign: ; Print: �,,: •_�'� My Commission Expires: n i 1� Plans Examiner Zoning Structural Review Clerk (Revised 5/2/2012)(Revised 3/12/2012) )(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) October 8, 8, 2013 To: Miami Shores Village 10050 NE 2nd Avenue Miami, FL 33138 ATTN: Building Department OCT 10 2013 This letter confirms that the .below listed Company is employed as an approved Fannie Mae vendor and has our approval to sign for permits and record Notice of Commencements on behalf of Fannie Mae for the below listed property. Should you have any questions, you can contact us at john_m_byme@fanniemae.com. Approved Fannie Mae Vendor: TR140387X Premier Realty and Investment Group Jean Pierre Paul Fannie Mae Property Address: A130T4C 37 NW 108t" Street Miami, FL 33168 Sincerely, John Byrne Sales Representative '= ANA VAZQUEZ MY COMMSSION # EE157427 EXPIRES Jimmy 05, 2016 407)3880183 .Wm The foregoing ips rument s ck owlTA Qre m his _da of by J1 VA &I (8ignature 60otary ubll� - State of Florida) (Print, Type, or Stamp Co missioned ame of Notary Public) Personally known XX OR Produced Identification Type of Identification Produced 08/1312013 03:45 18003073160 BUSINESS1stINSURANCE CERTIFICATE OF LIABILITY INSURANCE #0314 P.001f001 '!tit$ CBt77F1CATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CER r.ATE HOLDER. Is CERT IFlCJIii'E DOfS NOT AFFIR(IIIATIVELY OR.NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POL fGI BELOW. TM CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHQ REPRESENTATIVE OR PRODUCER, AND THE CER nFICATe BOLDER, INPORTANT. If the cerdticabe homer Is an ADDITIONAL INSURED. the policy(iss) must be andorsed. h SUBRCkQATION IS WAIVED, subj to the tnn and eondldorrs of the porlay, certain policies may require On WWWSe(MnL A statement on this carWxaw dow not confer r%#4 to the PRONjem Enterprise Insurance Group, LLC 14350 Carlson Circle J6 Tampa, FL 33626 lacense #:1-059361 Ramam Perfect Roofing and Services, Inc. 284 North East 116th Street Miami, FL 33161 COVERAGES CERTIFICATE Numsm 00004850-0 REVSI oN I�u�1eER: INS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH TP [IS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DEW RIBED HEREIN IS SUBJECT TO ALL THE TERMS, E KOL USIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SHOVM MAY HAVE BEEN REDUCED BY PAID CLAIMS. 9=1 7YPEOFINSUPANMp POL1CYEW F L�iE A X MMM8td LGENERALLIAWUTY C<ALMSM OE FZ OCCUR AOL -FL M77 olrr 013 Osf2wm3 EACH oa NCE s 1.600.000 PRENFI^e� n mMmom $ 50.006 MED EXP one 6 5,000 PERSaNW 8 ADV IN I1JRY 5 1 000 QPQRAL AGGREGATE $00,000 CMLAQQRWATEUIATAPPMPM JP"Ply Lac PRODUCrs-COHIP1aPAGc 4 1. 000 000 S AWAM SCHEDULM AUTOS IiI�DAUri a BODRYMWRY(PerS MAXy"URY(PeFa=dct) $ PCY Dt1l1A 'E $ fi 1p�i81A!lA13OCCUR E7(Cir 1�8 HOLMM"" EACIi00CURROCZ S ACOMMrAM g NIA • �TENnaNs WO�tSCOr�6vSAT10N ANaENWL ANY PROPR1EfOR4*RTN8tSGMsnwr= YIN EXCWDED? yvmn uj,dar DESCR)PrfON aFaP+:RATtoNs tztaw 3 V►CSTA OTT+ u-OYEW1UARLnY £LEAOHAf EM g EL DISEASE. FA EMKOYE S I EL aSFAw - POU Y Lw S o IMOFoF=AV=1LoeA7IOW1vel(AffichACMWlcl.A44ffewRe=Wwgamdtde,Nmo sp Is,pqufteal CerEiflcabe Is for Evidence of Insurance Only cPtrrn:rr--Arr: rinr rmb• SHOULDANY OF THE ABOVE DEMOR03ED POLICM DE CANCW.L,ED Mian Shores Village THE. M(IMATION DATE THMMOF, W)TIGH WILL BE DM TAW IN Building Department AOCORDANCEYvfTHTHE CVPROVMONS, 10050 Northeast 2nd Ave M12119 Shores, FL 33138 AUMOPM n?ffATIYe 0 ISM2010 ACORD CORPORATION- AM rights ACORD 25 (20IM" The ACORD name and logo are n%1--,tered maths of ACORD Prkdad by RED on Sepim*er 13, 2013 at 1 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: litZ 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: Property Add Roofing Permit Number: - ts- Dear Building Official: l I <-90A� k°P certify that I am not required to retrofit the roof to wall connections of my building because: ❑ 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 194 edition of the South Florida Building Code (1994 SFBC) Signatu4 U Print Name State of Florida County of Dade The undersigned, being the first duly sworn, depo sand says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this—_._ah�lf�f s� _ Notary Public, Sate of Florida at Large 1�7asaaa a�..r- - When the just valuation of the structure for purpose of ad valorem taxation is equal to or more 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. Revised on 5/21/2009 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 October 16, 2013 Permit No: RF -10-13-2315 Building Critique Review 1. PROVIDE ROOF MITIGATION OR EXEMPTION FORM. 2. MISSING PRODUCT APPROVAL AND UL FOR THE LOW SLOPE ROOF. Ismael Naranjo Building Official F+r '-) Z � �? Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re -submittal drawings. Shores ViIi-;,lo az— ? II HIGH -VELOCITY HURRICANE ZONES BY DATE ZONING DEPF__ _FP's DrP T 4IFEUCER-3," OCI 10 2013 SL15JECT i�J GC;h IS I ',r -NCE VVI FH,'AI S VH �� !111 �� ono • ;- ` h Vel Hut cane1one.0 arm tion F rm. Section A (General Information) Master Permit No. rocs No. Contractor's NameAW I= sun f i� Job Address ROOF CATEGORY Law Slaps ❑ Mechanically Fastened TileMortarlAdhesiveset Ar ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shak Shingles C ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof It& ZReroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slop Roof Area (SF) Steep Sloped Ro f Area (SF) Total (SF) ri 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 Ioentay oimensions of elevatea pressure zones ana location or parapets. 1 414 -� -. e- h.r 4. 4T R rT J it 2010 FLORIDA BUILDING CODE — RESIDENTIAL 44.21 a � . Florida Building Code Edition 2010 FBO Velodw Hurrimne Zone Uniform Permit 8eekaffon Form. Section D (Steep Sloped Roof System) HIGH•VELOCrrY HURRICANE ZONES Roof System Manufacturer: E (41 -e Product Approval Number: _ 0 '�) 'R L • 0 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): PI: '►2: d` ' MP3. e 0 Maximum Design Pressure Product Approval Specific System: L.1 Method of the attachment: o l / C L 14 Steep Sloped Roof System Description Deck Type: \\\TVAe Un Roof Slope: 12 Ridge Ve ' JW cation? Type & Spacing: n55 C esive Type: I R/ l� ype Cap Sheet: Hoof Covering: Type & Size Drip Edae: f — . 5� (�in 0a �/ Lc tt®C 2010 FLORIDA BUILDING CODE — RESIDENTIAL 44,23 J Florida Building Code Edition 2007 High Velocity Hurricane Zane Uniform Permit Apprication Form -_ ...Section E (Ille Calculations- _... _. For Moment -based the systems, choose either Method 1 or 2. Compared the values.for Mr with the values from M,. If the M, values are greater than or equal to the Mr values for each area of the root, then the the attachment method is acceptable. It Method'l "Moment -Based Tile Calculations Per RAS 127" �� - �/ 0 M . NOA M - - x� A n - -M 40 �P Pf x d,:�' ') - Mg:� MR- NOA M�S- S (P rJ ' M�'� NOA Mr Method 2 "SimplffledTile Calculations PerTable Below" Required Moment of Resistance (M) From Table Below NOA M, 'Must be used In conjunction with rlst of moment -based file systems endorsed by the Browara County Board of. Rules and Appeals. - For Uplift -based lice systems use Me\Ca pared the values for Ff with the values for F. If the Fl values are greater than or evalues for each area of the root, then the ttie- " attachment method is acceptable. Method 3 "Uplift -a ulations Per RAS 12T' (P,:_ xI: _ xw:_-_,-)-W: = F,,: NOA F'(P: x I: _= -xw: - ) -W: Fre NOA F' (P3:xI: _=.__._xw:_ _ } - W: NOA F' M, Required Moment Reslstance• Where to Obtain Information Description can Root Height of Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 :12 32.2 34.4 36.0 37.4 39.8 4:1 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 j 7:12 24.4 25.9 27.1 28.2 30.0 'Must be used In conjunction with rlst of moment -based file systems endorsed by the Browara County Board of. Rules and Appeals. - For Uplift -based lice systems use Me\Ca pared the values for Ff with the values for F. If the Fl values are greater than or evalues for each area of the root, then the ttie- " attachment method is acceptable. Method 3 "Uplift -a ulations Per RAS 12T' (P,:_ xI: _ xw:_-_,-)-W: = F,,: NOA F'(P: x I: _= -xw: - ) -W: Fre NOA F' (P3:xI: _=.__._xw:_ _ } - W: NOA F' Where to Obtain Information Description Symbol Whe to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering prepared by PE based on ASCE 7 Mean Root Height H Job Site Roof Slope a Job Site Aerodynamic Multiplier A NOA Restoring Moment due to Gravity M NOA Attachment Resistance M. NOA Required Moment Resismnce M Calculated Minimum Attachment Resistance F' NOA Required Uprdt Resistance F Calculated Ave a Tile Wei ht I W NOA Tile Dimensions I - length w =width NOA All calculations must be submitted to the Building Official at the time of permit application. Ma NUAMI-DARE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.ndamidWe.iiov/buflftg/ 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 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: Polyglass Polystick 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. 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 and revises NOA # 09-0806.07 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. NOA No.: 11-0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 1 of 8 ROOFING COMPONENT APPROVAL Cateaory Roofing Sub-Cateaorv: Underlayment Material: SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Polystick Tile Pro Roll: TAS 103 and A rubberized asphalt self -adhering, glass - Manufacturing Location 61' x 3'3 3/8" ASTM D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. NOA No.: 11-0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 2 of 8 Test Product Product Dimensions Sneciflcation Descrintion Polystick MTS Roll: TAS 103 A homogeneous, rubberized asphalt underlayment 65'8" x 3'3 3/$" waterproofing membrane, glass fiber reinforced Manufacturing Location 60 mils thick with polyolefinic film on the upper surface for #2 use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polystick IR -Xe Roll: TAS 103 and A fine granular/sand top surface self -adhering, underlayment 65' x 3'3 3/8" ASTM D 1970 APP polymer modified, fiberglass reinforced, Manufacturing Location Or 65' x 3' bituminous sheet material for use as an #1 & #2 80 mils thick underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. Polystick TU Roll: TAS 103 and A heavy gramuled surface self adhering, APP underlayment 32'10" x 3'3 3/8" ASTM D 1970 polymer modified, fiberglass or polyester Manufacturing Location 100 mils thick reinforced, bituminous sheet material for use as #1 & #2 an underlayment in sloped roof assemblies. Designed as a a roof file underlayment. Polystick TU Plus Roll: TAS 103 and A non -wicking fabric surfaced, self -adhering, underlayment 65' x 3'3218" ASTM D 1970 APP polymer modified, fiberglass reinforced (Facer of Membrane 80 mils thick with a high strength polyester fabric, bituminous with surface printing) sheet material for use an an underlayment in Manufacturing Location sloped roof assemblies. Designed as a metal #1 & #2 roofing and roof tile underlayment. Polystick TU P Roll: TAS 103 and A rubberized asphalt waterproofing membrane, underlayment 32'10" x 3'32/g" ASTM D 1970 glass-fiber/polyester reinforced, with a granular Manufacturing Location 130 mils thick surface designed for use as a file roof #2 underlayment. Polystick Tile Pro Roll: TAS 103 and A rubberized asphalt self -adhering, glass - Manufacturing Location 61' x 3'3 3/8" ASTM D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. NOA No.: 11-0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 2 of 8 PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick Dual Pro Roll: ASTM D 1970 A rubberized asphalt self -adhering, glass - Manufacturing Location 61' x 3'3 3/8" fiber/polyester reinforced waterproofing #2 60 mils thick membrane, specific for use as a high temperature underlayment. Designed as a metal roofing. MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report 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 I ERD P5110.08.07 TAS 103 08/29/07 P10870.09.08 -R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798 & G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P36900.09.11 TAS 103/ASTM D4798 & G155 09/01/11 PRI Asphalt Technologies PRIO1111 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 PUSA-055-02-02 TAS 103 12/10/07 PUSA-083-02-01 TAS 103 06/30/08 PUSA-089-02-01 TAS 103/ASTM D4798 & G155 07/06/09 Momentum Technologies, Inc. JX20H7A TAS 103/ASTM D4798 & G155 04/01/08 RX14E8A TAS 103/ASTM D4798 & G155 11/09/09 DX23D8B TAS 103/ASTM D4798 & G155 02/18/10 DX23138A TAS 103/ASTM D4798 & G155 02/18/10 NOA No.: 11-0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (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-%" 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 protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. NOA No.: 11-0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 4 of 8 GENERAL LmTrAnoNs: 1. Fire classification is not part of this acceptance. 2. Polystick MTS, TU Plus, and Tile Pro may be used in asphaltic shingles, wood shakes and shingles, non- structural metal roofing, roof file systems and quarry slate roof assemblies. IR -Xe, TU, and TU P may be used in all the previous assemblies listed except metal roofing. Dual Pro may be used in all the previous assemblies listed except roof tile systems. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Expo e Limitations (days) MTS IR -Xe TU TU Plus TU P Tile Pro Dual Pro Winter Haven FL. 180 180 180 180 180 180 180 Hazelton PA. N/A 30 30 180 N/A I N/A N/A 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 of Acceptance. Polystick TU and TU Plus may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR Xe, and Tile Pro are limited to mechanically fastened roof tile applications. Polystick MTS is limited to mechanically fastened with battens roof tile applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Polystick IR -Xe Polystick TU, TU Plus, TU P, Tile Pro Flat Tile Prohibited without battens 5:12 No limitation Profiled Tile Prohibited without battens Prohibited No limitation 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. Battens are required for both loading and installation of tiles at all times. NOA No.: 11-0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 5 of 8 M GENERAL LmrmioNs: (CoNTEwm) 10. 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 below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. m CL a si N T m 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS, IR -Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR -Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, IR Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro 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, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. ►�naNttnaua courrrr JAPPROVEDI BUIImING PERNIIT 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. NOA No.: 11-0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 6 of 8 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 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 should be back nailed in designated area marked "nail area, area para clavar" 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 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, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading file on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 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'/x"/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 membranes 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 401bs 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. Brooming may be used where slope prohibits rolling. 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. NOA No.: 11-0601.10 rw4rtNuu►oe cou�v rr Expiration Date: 09/13/16 JAP.. ,VEDI Approval Date: 09/15/11 Page 7 of 8 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 8944563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NBCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LEM[ITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No.: 11-0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 8 of 8 y i KIAME— 0 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE 3M Company 3M Center Building 0220-05-E-06 St. Paul, MN. 55144-1000 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.aov/vera 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 PERA - 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. PERA 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. I?ES*R"'�ION:, 3MTM.2-ConipviQentoami"Roof .Tile Adheslre AGO 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 bden 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 renews and revises NOA# 11-0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. MIAMbDADE COUNTY NOA No.: 12-0228.18 Expiration Date 05/10/17. Approval Date 05/10/12. Page 1 of 7 0 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof file adhesive Materials: Polyurethane SCOPE: 0 This approves 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company 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 2 -Component Foam Roof Tile Adhesive .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 Test Specifications 3MTM 2 -Component Foam N/A TAS 101 Roof Tile Adhesive AH - 160 Foam Dispenser RTF1000 N/A ProPack® 30 & 100 NIA PRODUCTS MANUFACTURED BY OTHERS: Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2 -Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Test Density ASTM D 1622 Compressive Strength ASTM D 1621 Tensile -Strength ASTM D 1623 Water Absorption ASTM D 2127 Moisture Vapor Transmission ASTM E 96 Dimensional Stability ASTM D 2126 Closed Cell Content ASTM D 2856 Results 1.6 lbs./ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to. rise 0.08 Lbs./Ft2 3.1 Perm 7 Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158-F., 100% Humidity, 2 weeks 86% . NOA No.: 12-0228.18 MMUE ouNrr Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 2 of 7 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTM 2 -Component Foam Roof Tile Adhesive 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 3MTM 2 -Component Foam Roof Tile Adhesive AH - 160 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. 2 F'= MS NOA.No.: 12-0228.18 r��4wttios►oe courfnr Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 3 of 7 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. 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[l] ASTM E 84 01/16/95 Trinity Engineering 7050.0296-1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454=9-1. 528454=10=i 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. 3MTM 2 -Component Foam Roof Tile Adhesive 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 3MTM 2 -Component Foam Roof Tile Adhesive AH - 160 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. 2 F'= MS NOA.No.: 12-0228.18 r��4wttios►oe courfnr Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 3 of 7 INSTALLATION: 1. 3MTM 2 -Component Foam Roof Tile Adhesive. AH -160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -160. 2. 3MTM 2-Comp6nent Foam, Roof Tile Adhesive AH -160 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 34m 2 -Component Foam Roof File Adhesive AH -1.60 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. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2 -Component Foam Roof Tile Adhesive AH - 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 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 beset to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF 1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be,adhered: in freshly applied adhesive. Tile must be set within 2 to 3 minutes after 3MTM 2 - Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the 'Placement Details' .herein: Each generic tile profile requires, the specific placement noted herein. NOA No,: 12-0228.18 Expiration Date: 05/10/17 MIAM BADE COUNTY ApprovalDate: 05/10/12 Page 4 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 Ifigh Profile 2 Piece Barrel #1 17/side on cap and 34/ an N/A Flat, Low, Hig4 Profiles #2 24 N/A Flat, Low, High,Profiles #3 8 NOA No,: 12-0228.18 Expiration Date: 05/10/17 MIAM BADE COUNTY ApprovalDate: 05/10/12 Page 4 of 7 4, N LABELING: All 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 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 properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nd dwough Plastic cement Pa* Penuffi Ne) Oadetlaymeat o n 1 fo In EareComw e Fasda Emcaua a* Em Clsstae Keeadla ep- 4hPPhin�eeephles O APPROVED NOA No:: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 4 1 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nall through plastic cement Paddy (gem Th) Nell through plastic cement • Paddy (BeneA Tile) Underlayment .� Undedayment 71n. 7F In, z In `= Em Comm 0 Fascia Fascia Wuphole Em Cmne Em closwe Em Clom DP edge NOA Na.: 124228.18 Expiration Date: 05/10%17 Approval Dater 05/10/12 Page 6 of 7 ADHEsivE PLACEMENT DETAIL �bOUBLE PATTY Nall through plastic cement Paddy Nag through plastic cement Single paddy under the (betoleen Iffle) Underlaperd Single paddy b" file pa*2 In. x 7 In. medium (under Me) size paddy save course only 4t,� Single paddy V' 3 In under Ole 91-33- In x 3 In Tx 3 in. 1 14 In. In. . . 41 . single 2 In. Single paddy on 2 In. under• paddyon layment under- layment ---- Single paddy Fascia Eave Miles on top of tug weephole Single paddy In. X 71n. matumEave Eave closure on top of old alaepaddy am % Course Drip edge course only 'i. i Nall through plastic cement Single paddy underdie Single paddy \ betrween We In x 3 In 4 In Single paddy ,� �i�%fir END OF THIS ACCEPTANCE M I-DADE COUNTY . NOA No.: 12-0228.18 Expiration Date: 05110117 Approval Date: 05/10/12 Page 7 of 7 COUNTY MIAMI-DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/buildln0 Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 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: Malibu Concrete 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. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA #06-0526.09 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 11-0321.01 wart E tY Expiration Date: 10/05/16 JAPPROYED1 Approval Date: 05/12/11 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Cates Roofing Sub Cateaor: Roofing Tiles Material: Concrete 1. SCOPE: This approves a system using Eagle Roofing Products Malibu Concrete Roof Tile, as manufactured by Eagle Roofing Products LLC in Sumterville, FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured bv Test Product ADDHeant Dimensions Specifications Description Malibu Concrete Tile I =17" TAS 112 Low profile, interlocking, high pressure w = 12 1/s" extruded concrete roof tile equipped with W thick three nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Trim Pieces l = varies TAS 112 Accessory trim, concrete roof pieces for w = varies use at hips, rakes, -ridges and valley varying thickness terminations. Manufactured for each tile profile. APPROVED NOA No.:ll-0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 2 of 7 h •� 2.1 EVIDENCE SUBAUTTED: Test Agcencv Test Identifier PRI Construction Materials PR106178 Technologies Redland Technologies 7161-03 Appendix III Redland Technologies 7161-03 Appendix II Redland Technologies P0402 The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. 94-060B 94-084 P063I-0I Letter Dated Aug. 1, 1994 224-47099 25-7094-1 25-7094-7 25-7094-4 Project No. 307025 Test #MDC -76 25-7183-1 25-7183-2 Test NameMenort TAS 112 Static Uplift Testing TAS 102 & TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 101 (Mortar Set) Wind Tunnel Testing TAS 108 (Mortar Set) Wind Tunnel Testing TAS 108 (Nail -On) Physical Properties TAS 112 Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, New Construction)D Static Uplift Testing TAS 102 (4" Headlap, Nails, Battens) Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Wind Driven Rain TAS 100 Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Battens) Date 08/23/06 Dec. 1991 Dec. 1991 Sept. 1993 March, 1994 May 1994 July 1994 Aug. 1994 Sept. 1994 Oct. I994 Oct 1994 Oct. 1994 Oct. I994 Feb. 1995 Feb. 1995 NOA No.:11-0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 3 of 7 The Center for Applied 25-7214-2 Static Uplift; Testing March, 1995 Engineering, Inc. 25-7214-6 TAS 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Celotex Corporation 528454-2-1 Static Uplift: Testing Sep. 1998 Testing Services 520109-2 TAS 101 Dec. 1998 Walker Engineering, Inc. Evaluation Two Patty Adhesive Set System April 1999 Calculations Walker Engineering, Inc. Evaluation 25-7183 March 1995 Calculations Walker Engineering, Inc. Evaluation 25-7094 February Calculations 1996 Walker Engineering, Inc. Evaluation 25-7496 April 1996 Calculations Walker Engineering, Inc. Evaluation 25-7584 December Calculations 25-7804b-8 1996 25-7804-4 & 5 25-7848-6 Walker Engineering, Inc. Calculations Aerodynamic Multiplier Sep. 2006 Walker Engineering, Inc. Calculations Restoring Moment Due to Gravity Sep. 2006 I LIMITATIONS: 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 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. NOA No.:11-0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 4 of 7 4. INSTALLATION 4.1 Eagle Roofing Products LLC Malibu Concrete Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (i x w) Tile Profile Weight -W (lbf) 1 Length-1(ft) Width -w (ft) Malibu Tile 9.5 1.417 1.04 Table 2: Aerodynamic Multipliers - ft Tile Profile ;L (ft) Batten Application % (fe) Direct Deck Application Malibu Tile 0.305 0.282 Table 3: Restoring Moments due to Gravi - M ft -lb Tile Profile 3":12" 411:12" 6":12" 616:12" 7":12" or greater Malibu Tile Battens Direct Battens Direct Deck Deck 16.66 Battens Direct I Deck. Battens Direct I Deck Battens Direct Deck 6.30 5.21 6.54 6.08 1 6.41 5.93 1 6.25 5.77 6.08 Table 4: Attachment Resistance (Expressed as a Moment - Mf (ft-lbf) for Nail -On System Tile Profile Fastener Type Direct Deck (min 16132" plywood) Direct Deck (min. 19132" plywood) Battens Malibu Tile 2-10d Ri Shank Nails 27.8 37.4 28.8 1-10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2-10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1-10d Smooth or Screw Shank Nail Field Clip) 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nail Eave Clip) 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 Clip) 31.9 31.9 32.2 2-10d Ring Shank Nalls 43.0 67.5 50.9 1 Installation with a 4" tile headlep and fasteners are located a min. of 2W from head of tile. NOA No.:11-0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 5 of 7 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Malibu Tile Adhesive 26.1 2 See manufactures component approval for installation requirements. 3 Flexible Products Company 71leBond Average weight per patty 11.4 grams. Polyfown Product Inc. Average weight per p@tty S grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Sin Ie Pat Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Malibu Tile Polyfoam Pol ProTm 86.61 Pol foam Pol ProTm 45.5 4 Lame paddy placement of 54grems of Pol ProTm. 20.60 4 Medium paddy placement of 24 rams of PolyProTm. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Malibu Tile Mortar Set 20.60 5. LABELING : All tiles shall hear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below} or following statement: "Miami -Dade County Product Control Approved". EAGLE.� FLORIDA MALIBU CONCRETE ROOF TILE LABEL• SUMTERVILLE, PLANT (LOCATED ON UNDERSIDE OF TILE) NOA No.:l 1-0321.01 r�uarrru>r coutiry Expiration Date: 10105/16 "APPROVED I Approval Date: 05llVll Page 6 of 7 6. BUILDING PERmT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 this Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWING MALI$u CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.:11-0321.01 MOAMFDADECOUM�11 Expiration Date: 10/05/16 APPROVED Approval Date: 05/12/11 Page 7 of 7 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 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 ant the contract . The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics -Workmanship: the workmanship provisions of Section R4402 are for the purpose of p vi ing 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 th i;ement*between the owner and the contractor. 2. Renalling wood decks: When replacing roofing, the existing wood roof deck may have to be Jn4lJd in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior V.ne., the existing roof system). ACommon roofs: Common roofs are those which have no visible delineation between neighboring wnhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or d notify the occupants of adjacent units of roofing to be performed. /4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can e ed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail e tration of the underside of the decking may not be acceptable. This provides the option of maintaining the Ponding water: The current roof system and/or deck of the building may not drain well and may usP ter 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 yonginI roofing system is removed. Pounding conditions should be corrected. 6.Overflow scuppers (wall outlets): Itis required that rainwater flows off so that the roof is not ded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if w scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in ance with the requirements of Sections R4402, R4403 and R4413. 5 r Ventilation: Most roof structures should have some ability to vent natural airflow through the structure assembly (the building itself). The existing amount of attic ventilation shall not be ay be beneficial to consider additional venting which can re, t in a nding the service life of the Tr/Age s Sign re Date Contractor Signa ate Revised on 7/912009 LD r Florldga Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section C Low Sloped Roof %mteml Fill In Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, Identify g "NA") System Manufacturer: _If zo �-. Design Wind Pressures, From RAS 128 or Calculation �• Pmaxl: Pmax2: Pmax3:� Max. D sign Pressure, From the Specific NOTA System: Deck: ' Type: Gauge/Th!ckness• {` at slope: � � Anchor/Base Sheet & No. of Ply(s): AnchorBase Sheet Fa terser7,v ng Material: a � Av Insulation Base Layer. Base Insulation Size and This: Base Insulation Fastener onding at 'al: Top* Insulation Layer: �� Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: .Base Sheet(s) & No. of Ply(s): Base Sheet Fastener/Bonding Ply Sheet's) & No, of Ply's PIy,Sht Fastens onding aterlal: ; 0447— Top Ply: i C447 Top Ptastenerf ding Material: Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment Field:.-"oe @ Lap, # Rows' " @ 1 "OC Perimeter:" pc ® Lap, # Rows. " oc Corner -4" oc @ Lap, # Row @ oc Number of Fasteners P Insulation Board Feld Per rr Corner Illustrate Components Noted and Details as Applicable: Woodblocidng, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc, Ind e; Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with PIAS 111 and Chapter 16. Roof ffmawMIAMI m BUIGDiNG CODE COMPLIANCE OFFXCE (BCCO) -PRODUCT CONTROL DI'MON MIAMI DADS COUNTY, FLORIDA, METRO-DAAH FLAGLER BUILDING 144 WEST FLAGLER STRUT, SUITE 1603 MIAMI, FLORIDA 33130.1563 (305} 375-2901 FAX {305} 375-2908 NOTICE UP ACCEPTANCE ff A) GAF Material Corporation 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 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 On 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 desdribed herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the FloridaBuilding Code. DESCFJM0N-. GAF Canvilktionsl Built -Up Roof System for Wood Deeks, LADELI NG: 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 rioted herein. 12ENEWAL 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. ADVERTLUMENT: 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 and revises NOA No. 03-0501.05 and consists ofpages 1 thra gh 19. The submitted documentation was reviewed by Jorge L. Acebo. IMM NOA No.: 07.1219.09 rttata anoac T1r Expiration Date: 11104/13 • t Approval Date: 03/20/0s Page I of 19 f f ' f 11-oFiNG SYSTEM APPRUVAL catmw-u: Roofing 3 h&gteeorv: BUR Deck Tyun W004 Nigxinautn Deslgn Pressg -75 psf TRADE NAMES OF PRODUCTS MANQFA.CTuFm ©R LABELED BY APPLICANT: TABir 1 Test Produet Pr oduc Dimensions Syecificati a Dolr ptiion Leak BusterTM MatHxTN 3, 5, 5S gallons ASTM D 41 Asphalt concrete primer used to promote 307 Premium Asphalt adhesion of asphalt in built-up roofing.. Piimer GAP Mineral ShieldTM 60 & 100 lb, bags ASTM D 1863 Granules for surfacing of exposed asphalt, Granules cold process cement or emulsion. GAF Mineral ShieldTM Granules shall be used for flashing applications only. Leak BusterTM MatrixTM 5 gallons ASTM 1227 Surface coating for smooth surfaced roofs. 305 Fibered Asphalt Emulsion %ealC BusterTM MatriOm 1, 5 gallons ASTM D 2824 Fibered aluminum coating. 303 Premium Fibered Aluminum Roof Coating LeakBusterTM Matrlim 55 gallons Elastomeric roof coating. 322 Elastomeric Roof Coating Leak$usterTM MatrixTM 55 gallons Asphalt emulsion fibered. Select Asphalt Emulsion Fibered 306 Leak BusteOu MatrixTM 1, 5 gallons ASTM D-4586 Refined asphalt blended -with a mineral 204 WeOry Roof ASTM D-3409 stabilizer and fibers. Permits adhesion to Cement wet and dry surfaces. RUBEROMP Modified 5 gallons ASTM D 4586 Fiber reinforced, polymer modified Flashing Bitumen Flashing cement Cement LeakBusteffm MatrixTM 5 gallons ASTM D 4586 Asphalt flashing Cement 201 Premium SBS Flashing Cement GAFGLASs' #75 39.37' {1 meter} ASTM D 4601 Asphalt impregnated and coated glass mat wide base sheet. NOA No.: 97-1219.09 429, MN Expiration Dais: 11/04/13 Approval Date: 03/20/0$ Page 2 of 19 Product Dimensionj Test Product Sp fi gon D j lion GAFGLASO;if80 39.37" (1 meter) ASTM D4601 Asphalt impregnated and coated, fiberglass ULTIMATM Base Sheet wide base sheet GAFGLAS® 39.37""(1 meter) ASTM D 2178 Type VI asphalt impregnated glass felt with Flex, P1yTM 6 wide asphalt coating, GAFGLAe Ply 4 3937" (1 meter) ASTM D 2178 Type IV asphalt impregnated glass felt with GAFGLAS® Mineral wide 39.37" (1 meter) asphaltcoating. ASTM D 3909 Asphalt coated, glass fiber mat cap sheet Surfaced Gap Sheet wide surfaced with mineral granules. GAFGLAS® 39.37" (1 meter) ASTM D 3909 Asphalt coated, glass fiber mat cap sheet EnergyCapTM Mineral wide surfaced with mineral granules with factory Surfaced Cap Sheet . applied layer of TOPCOATOEnergyCote m. GAFOLAS® 39.37' (1 meter) ASTM D 4897 Fiberglass base sheet impregnated and STRATAVENi'® wide D 3672 coated on both sides with asphalt. Surfaced Wiminatorlm Perforated on the bottom side with mineral granules embedded in asphaltic coating with factory GAFGLASs®Flashing Various perforations, Asphalt coated glass fiber mat flashing sheet GAFGLAe STRATAVENIO 39.37" (1 meter) available in three sizes. ASTM D 4897 Fiberglass base sheet impregnated and EliminatorTM Nailable wide D 3672 coated on both sides with asphalt. Surfaced on the bottom side with mineral granules RUBBROE)o SBS 1 meter (39.37") embedded in asphaltic coating. ASTM D-6164 Non -Woven Polyester mat mated with Heat Weldrm Smooth wide polymer -modified asphalt and smooth RUBEROO SBS l meter (39.37 surfaced. ASTM D-6164 Non -Woven Polyester mat coated with Heat WeldT Granule wide polymer modified asphalt and surfaced with mineral granules. RUBEROID® SBS 1 meter (39.370) ASTM D-6164 Non -Woven Polyester mat coated with fire Heat-WeldTM 170 FR wide retardant polymer modified asphalt and ® RUBEROID SBS 1 meter (3937') surfaced with mineral granules. ASTM D-6164 Non -Woven Polyester mat coated with Heat-WeIdYm PLUS wide polymer modified asphalt and surfaced with RUBEROIDe' SBS 1 meter (39.37I mineral granules. ASTM D-6164 Non -Woven Polyester mat coated with fire Heat-WeldTm PLUS FR wide retardant polymer modified asphalt and RUBEROe SBS 1 meter (39.37' } surfaced with mineral granules. ASTM D-6164 Non -Woven Polyester mat coated with Heat-WeldTm 25 wide polymer -modified asphalt and smooth RUBEROID® Modified 39.37" (1 meter) surfaced. ASTM D4601, Premium glass fiber reinforced SBS Base Sheet wide Type Ii, UL modified base sheet Type G2 SUR NOA No.: 07-1219.09 M-- cou Expiration Date: 11/04/13 ' Approval Date: OU28108 Page 3 of 19 Page 4 of 19 Test Product Proft DigLegusions gd eat„ ese ' 'o RUBER0e 20 39.37' (1 meter) ASTM D 6163 SBS modified asphalt base sheet and wide ASTM D 5`147 interpiy sheet reinforce with a glass fiber mat. RUBEROe Mop 39.37" (1 ineter) ASTM D 6222 Non-woven polyester mat coated with Granule wide ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. RUBEROIDe Mop Plus 39.37" (1 meter) ASTM D 6222 Non-woven polyester mat coated with (Granule) wide ASTM D 5147 polymer modified asphalt and surfed with mineral graticules. RUBEROID® MOP 39.37-(1 meter) ASTM D 6164 Non-woven polyester mat coated with Smooth wide ASTM D 5I47 polymer-modified asphalt and smooth surfaced. RUBEROe MOP 39.37" (1 meter) ASTM D 6164 Nan-Woven polyester mat coated with fire 170FR ' wide ASTM D 5147 retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID® MOP FR 39.37" (1 meter) ASTM D 6164 Non-Woven polyester mat coated with fire wide ASTM D 5147 retardant polymer modified asphalt and surfaced with mineral granules. RUBEROe TORCH 39.37" (1 meter) ASTM D 5147 Heavy duty, polyester reinforced, asphalt Smooth wide modified bitumen membrane, smooth surface. RUBEROMP TORCH 39.37" (1 meter) ASTM D 5347 Asphalt impregnated, coated felt, surfaced Granule wide with mineral granule. RUBER01I)P TORCH 39.37" (1 meter) ..ASTM D 6222 Heavy duty, polyester reinforced, asphalt PLUS (Granule) wide ASTM D 5147 modified bitumen membrane, granule surface. RUBEROID® TORCH 3937" (1 meter) ASTM D 6222 Heavy duty, polyester reinforced, coated FR wide ASTM D 5147 with fie retardant asphalt modified bitumen membrane, granule surface. RUBI3ROMP 170FR 39.37" (1 meter) ASTM D 6222 Heavy duty, polyester reinforced, coated TORCH Wide ASTM D 5147 with fire retardant asphalt modified bitumen membrane, granule surface. RUBER0& 30 39.37" (I meter) ASTM'D 6163 Non-woven fiberglass mat coated with wide ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. RUBER011)P 30 FR 39.37" (1 meter) ASTM D 6163 Non-woven fiberglass mat coated with fire wide ASTM D 5147 retardant polymer modified asphalt and surfaced with mineral granules. RUBEROV 3937" (1 meter) ASTM D 6298 Woven fiberglass mat coated with Polymer ULTRACLAD® wide ASTM D 5147 modified asphalt and surfaced with aluminum, copper or stainless steel foil. RUBER00 Dual FR 39.37" (1 meter) ASTM D 6164 Non-woven polyester and fiberglass mat Wide ASTM D 5147 coated with fine retardant, polymer modified asphalt and surfaced with, mineral granules. Vein Stacks (metal and TAS 100(A) One way valve vent used to relieve built-up plastic) ASTM D 1929 pressure within the roof system. GAF Vent ASTM D 635 Stacks are available In metal or plastic. NOA No.: 07-1219.09 rat�rii—r► cora Expiration Hale: 11!04113 Approval Date: 03120148 Page 4 of 19 NOA No.: 07-1219.09 ELM„ LUMN Expiration Date: 11/04/13 Approval Date; 03!20108 Page 5 of 19 T#3t Product ' rotiuct Dim+ensit}ns Snecificatlort Dese�iption Leak BusterTm MatrlxTM 5 gallons ASTM D2824, Nan-fbered aluminum pigmented, asphalt 302 Non Fibered Type 1 roof coating. Aluminum Roof Coating GAF Built -Up Roofing 100 lb, cartons, ASTM D312, Interply mopping and surfacing asphalt. Asphalt bulk Types I, IL III RUBEROID`� MOD 60 lb, kegs and N SEBS modified asphalt. Asphalt, Asphalt L & Asphalt P . Leak BusterTM MatrixTM 5 gallons Surface coating for smooth surfaced and 602 mineral surfaced roofs. Leak BusterTM MatrixTM 5 gallons Surface coating for smooth surfaced and 715 mineral surfaced roofs. L.eakBusterTM MatrixTM 'WeatherCotew 2 gallons Surface coating for smooth surfaced and 531 mineral surfaced roofs. SeamCoteTm 2, 5 gallons proprietary Elastomeric roofing membrane. . FireOutTM 5, 55 gallons Low VOP, fire barrier coating. VersaShield® 350 sq ft. roll Non -Asphaltic Fiberglass Based VersaShiele FB -1 S 350 sq ft. roll Underlayment. Non -Asphaltic Fiberglass -Based VemShieldo FB 2S 350 sq ft. roll Underlayment, Non -Asphaltic Fiberglass Based TOPCOAT* F!mShle a 5, 55 gallons ASTM D-412 Underlayment. Elastomeric roofing membrane NIB ASTM D-21-96 ASTM D1475 ASTM E-1644 Leak BusterTm Matdx'rM 5 gallons ASTM D3019 Cold Applied Modified SEBS Asphalt 201 SBS Flashing Adhesive — Flashing Orade. Cement Leak Busterw Matrlx7u 5 gallons ASTM D3019 Cold Applied Modified SEBS Asphalt .102 SBS Adhesive Adhesive. Leak BusterTM Matr'ixTm 202 SBS Flashing 5 gallons ASTM D4586 Cold Applied Modifidd SEBS Asphalt Cement Adhesive — Flashing Grade. Leak BusterTM MatrixTM 5 gallons ASTM D4586 Standard Plastic Asphalt Roofing Cement 203 Plastic Roof Cement, Leak BusterTM MatrlxTM 5 gallons ASTM D3019 Cold Applied Asphalt Adhesive. 103 Cold Process Adhesive NOA No.: 07-1219.09 ELM„ LUMN Expiration Date: 11/04/13 Approval Date; 03!20108 Page 5 of 19 NOA No.: 47-1219.49 OPMEC Expiration Date: 11144113 Approval Date: 03120108 Page 6 of 19 Test Product oduct Dimensions SuecificLft Description Leak BusterTM MatrixTM 5 gallons ASTM D 2824 Fibered aluminum coating. 303 Fibered Aluminum Roof Coating Leak BusterTM MatrixTM 5 gallons ASTM D2824, Non-fibered aluminum pigmented, asphalt 304 Non Fibavd Type Z roof.•coating. Aluminum Roof Coating APPROVED INSULATIONS: Table 2 Product Name. Product Description: Manufacturer (With Current NVA) EnergyGuardTM RA, RN Polyisocyanurate foam insulation BMCA ' Composite A & N Polyisocyanurate foam insulation with GAF Materials Corp. high density fiberboard or Permalite pprlite insulation. . EnergyGuardTM Fiberboard Fiberboard insulation. GAF Materials Corp. EnergyGuardTM Permaliie Perlite insulation board. GAF Materials Coag EnergyGuardTM GAFCANTrm Cut perlite board GAF Materials Corp. • EnergyGuardTM Permaiite Recover Perlite recover board GAF Materials Corp. Board EnergyGuardTld Tapered Edge Strip Tapered perlite board GAF Materials Corp. Ener&GuardTM Perlite Perlite insulation board GAF Materials Corp. EnergyGuardTM High Density High density wood fiberboard insulation. GAF Materials Corp. Fiberboard EnergyGuardTM Composite Polyisocyanurate/wood fiberboard BMCA composite EnergyGuardTm Composite RA Polylsoayanurate/wood fiberboard BMCA composite Wood Fiber Wood fiber insulation board generic High Density Wood Fiberboard Wood fiber insulation board generic Perlite Insulation Perlite insulation board generic Dens Deck` Dens Deck Prime, Water resistant gypsum board G -P Gypsum Corp Dens Deck Dura GuardTm Structodek Wood fiber insulation board Knight Celoft SecurockTm Fiber reinforced roof board USG Corporation NOA No.: 47-1219.49 OPMEC Expiration Date: 11144113 Approval Date: 03120108 Page 6 of 19 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number * Name Description Dimensions (With Current NOA) 1. Drill-Ted7m #12 Standard, Insulation fastener and Various GAF Materials Corp. # 14 and #I S extra Heavy. Base Play fastener for Duty Fastener, Heavy steel, wood & concrete Duty Roofing Fastener decks. 2. Drill-T=Tu ASAP Pre -assembled Drill Various GAP Materials Corp. TecTm Fasteners and metal and plastic plates. 3. Drill -Teem #12 or 414 Base sheet fastening Various GAP Materials Corp. Standard screws with assembly. AccuTrao Plate 4. Drill-TecTM Galvalume Round Galvalume stress 3" and 3 W GAF Materials Corp. Plates plates. S, Drill-TecTM Round polypropylene 3" and 3 W OAF Materials Corp. Polypropylene Plates stress plates. 5. Drill-TeoTM AccuTrac Square Galvalume? 3" Square GAF Materials Cozp. Plate coated steel plate. EVIDENCE SUBMn- nD: Test Aggency Fest Idgati,#ier Descriggon Date Factory Mutual Research Corp. J,I, 2B8A4.AM 4470 07-02.97 JJ. 3B9QI:AM 4470 Ol .08.98 J.I.ODOA8.AM 4470 07.09.99 J.I.ODIA$.AM 4470 . TAS 114 07.29.94 J.I.OY9QS.AM 4470 - TAS 114 04,01.98 3029832 4470 - TAS -114 05.11.07 PRI Asphalt Technologies, Inc, GAF -012-02.02 Physiog Properties 11.06.01 GAF -020-02-01 ASTM D 4977 02,01.02 IRT of S. Fl. 02-005 TAS 114 01.18.02 02.014 TAS 114 03,22.02 NOA No.. 07-1219.09 ��+ssu►orcovtst�r Expiration Date: 11/04/13 I ' Approval Date: 0330/08 Page 7 of 19 Deck Type 1: Deck Description: System Type 1: Wood, Non -insulated %" or greater plywood or wood plank decks Base sheet mechanically fastened. All General and System Limitations shall apply. Dire Barrier: FireOutTm Fine Barrier Coating, VersaShiele Non -Asphaltic Fiberglass -Based (optioned) Underlay:nent or SecurockTm. Base sheet: GAFGLAS`e #80 ULTIMATM Base Shee4 STRATAVENTO Eliminatoilm Nailable, RUBEROV Modified Base Sheet, RUBERORY0 20, RUBEROM40 Heat-WeldTM Smooth or RUBEROe Heat-WeldTM 25 base sheet mechanically fastened to deck as described below; Faste#ing Options:. GAFGLAS`D Ply 4, GAFGLASe' Flex PlyTM 6, GAFGLAS4° #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of. 9" o.c, at the lap staggered and in two rows 12" ox. in the field. (Maximum Design Pressure-45psf, ,See General Limiialivn #7J GAFGLASO Ply 4, GAFGLA e Flex PlYm 6, GAFGLA.S°' #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tecnw #12 standard, #14 or # I5 Screws and 3" Drill-TecTM steel plate or Drill-TecTm AccuTmo Plates, 12" o.c. in 3 rows. One row is in the 2" side Iap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure-4$psf, See General Lftkallon #) GAFGLAS® Flex PlyrK 6, GAFGLASO #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 4" lap staggered and in two rows 9" oc. in the field. (Maximum Design Pressure -5'.2.5 psf, See General Limitation #7) GAFGLAe #80ULTIMATu, RUBEROV20, RUBEROW*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" ox. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Max 6num 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 standard, #14 or # 15 Screws and 3" chill-TecTm steel plate or Drill-Toem AccuTrac Plates, 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. (MiWmtmDesign Pressure -60,p#; See General Limitation V) Any of above Base sheets attached to deck approved annular ring shank nails and:3" inverted Drill-TWN 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 LiMUWan #7) NOA + ;2 ISI Expiration Date.rDate.�1� e flaosoourcn Approval Date: 03)20/08 Page 17 of 19 Plv Sh�r� (: Cap Sheet: Surfacing: Maximum Design Pressure: L�A esaveo GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tee "d #12 standard, #14 or # 15 Screws and 3" Drill-TeoTm steel plate or Drill-TeoTa AccuTrac Plates, 8" o.o. In 4 rows. One rovV 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 —75psf, ,See GeneraUlinitadon 67) One or more I' {1LAS* PLY 4, # 80 ULTIMA, RUBEROID® MOP 'eamo orRERO1D®20 adhered in a fill mopping of approved asphalt (Optional) One ply of GAFGLASO Mineral Surfaced Cap Sheet or GAFGLASP EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full rMpping of approved asphalt applied within the EVT range and at a rate of 2t1�40�q (Optional, required if RUBEROe MOP Smooth or RUBEROe 20 is top membrane) Install one of the following: I . Gravel or slag applied at 404 lbs./sq. and 340 ibsJsq. respectively in a flood coat of approved asphalt at 60 lbsJaq. or applied in a flood coat of Leak BusterTm MatrixTM 103 Cold Process Adhesive applied at a rate of gaIJsq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS' Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-44 lbs./sq. 3. Leak Buster''M MatrixTM 303 Premium Fibered Aluminum Roof Coadng,.at 1.5 galJsq. 4. Leak BusterTM MatrixTM 715 , Leak BustorTm M&ixTM 322, TOPCOAT MB+, TOPCOAT* Fireshield Elastomeric Roofing Membrane, applied at 1 to 1•.5 gaUsq. 5. Leak BusterTM MatrixTM 602 MB Xtm Elastomerio Roofing Membrane, EnergyCoteg roof coating applied at 1 to 1.5 gal./sq. 6. TOPCOAT Surface Seal, TOPCOAT' FireshieldO SB Solvent based Elastwneric Roofing Membrane applied at Ito. 1.5 gal./sq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. See Fastening Above KOA No.: 07»1219.09 Expiration Date: !1!04113 Approval Date: 03120108 Page 13 of 19 t WOOD DECK SYSTEM LDnTATION3; I A stip sheet is required with Ply 4 and Flex Ply'rm 6 when used as a mechanically fastened base or anchor sheet, 2. Minimum Y4!' Dens DeckTm or'/" Type X gypsum board is acceptable to be installed directly over the wood clock. GENERAL Lz1v11.TATIONS: 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 fust 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 2040 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 canter of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every IT in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbsJsq. Note: Spot attached systems snail be limited to a maximums design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 Ibf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 ibf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anohor/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 Engineer, 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 cornpiiance 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 speciflEeaily referred within this NOA, General Limitation #9 will not be applie able.) 8. All attachment and sizing of perimeter nallers, metal profile, and/or flashing termination designs shall confonn with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The niaximum designed pressure limitatiott listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners 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 aceordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA Na; 07.1219.09 Expiration Date; 11/04113 Approval Date; 03120108 Page 19 of 19 " s TGFU.R1306 - Roofing Systems Page 2 of 2 The.use:of •poiystyrene Insulation board between minimum 3/4 -In. thick perlite board and deck with rosin paper (perlite/rosin PaP4'/Rolystyrene/perlite) is a suitable alternate for polyisocyanurate board in the rolloWng Class A, B or C systems. "EnergyGuard RA" or "Tapered EnergyGuard RA" or "ErtergyGuard Composite RA" may be substituted for any Atlas polyisocyanurate 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". "GAFGLASO #80 Premium Base Sheet" may be used in any of the following systems. 'GAFGLASO Flex Ply 6' and "Tri -Pty(& Ultra -Flexible Pty 6" are suitable alternates to "GAFGLASO Ply 6". "GAFTEMP Permalite Recover Board" may be used in fieu of any perlite 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 21h to 3-gal/100- ft2. "RuberoldCnl Dual Smooth" may be used as an alternate to "Ruberoid@ Mop Smooth" or "Ruberold® 20" or "Ruberoid(& 20 HT" "Ruberolft Mop Smooth I.5" may be used as an alternate to "Ruberold® Mop Smooth" Class A, l3 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 I. Deck: C-15/32 Incline: 3 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polytsocyanurate or urethane or Perlite/pol i anurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. PI et: — Three or more plies Type GI or "GAFGLASO Ply 4" or 'Tri -Ply® Ply 4" or 'GAFGLASO Ply 6" hot mopped. SURSN09: — Gravel. �2. Deck: C-15/ Incline.- 2 A �PlyS;Wheoett:'�: n (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or isocyanurac� composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. ; Three or more plies Type Gt or "GAFGLASO Ply 4" or "Tri-PlyO Ply 4" or "GAFGLASO Ply 6". Cap Sheetr =One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-PlyQ Mineral Surfaced Cap Sheet " or "GAFGLAS@ EnergyCap'" "" BUR Mineral Surfaced Cap Sheet." 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite/poiyisocyanurate composite, perlite/urethane composite, wood fiber/polyisocyanurate composite, phenolic, 2-1n. maximum. Ply Sheet: — Two or more plies Type GI "GAFGLASO Ply 4", "Tri-PlyO Ply 4" or "GAFGLASO Ply 6". Cap Sheep — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-PlyO Mineral Surfaced Cap Sheet" or "GAFGLAS® Energy -op'" BUR Mineral Surfaced Cap Sheet." I 4, peck: C-15/32 Incline: i Slip Sheet (Optional): — Red rosin paper, nailed to deck. Insulation (optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. se Sheet: -- Ogjj* T "GAFGLASp #75 Base % N" or "Tri -Ply® #75 Base Sheet" (tray be nailed). 9hLjfijN0Z— one or a lies'1 r e " r 1Tri-Ply9 Ply 4" or GAFGLAS@ Ply 6". aC. D $hffit:r LAScfi Mineral Surfaced Cap Sheet! or Mineral Surfaced Cap Sheet" or "GAFGLASO nergyCapTM BUR Mineral Surfaced Cap Sheet. Surfacing (optional): -- "TOPCOATS EnergyCote-" applied at a rate of 2-gal/100-ft2. htq)://database.ul.com/c-ai-bin/XYV/temt)] 1!3!2012 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 October 24, 2013 Permit No: RF13-2315 Building Critigue Review 10-24-13 1. FIRE RATED ASSEMBLY PROVIDED REQUIRES 3 OR MORE PLIES OF PLY SHEET (GAFGLAS PLY 4) SECTION C ONLY SHOWS 2 PLIES. Ismael Naranjo Building Official Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re -submittal drawings.