Loading...
RF-12-1587Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP- 177671 Permit Number: RF -8 -12 -1587 Scheduled Inspection Date: October 31, 2012 Inspector: Rodriguez, Jorge Owner: Job Address: 479 NE 102 Street Miami Shores, FL Project: <NONE> Contractor: KAWALEK ROOFING & PAINTING, INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1132060170840 Phone: 786- 277 -9540 Building Department Comments RE -ROOF TILE AND FLAT Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments v %oZ'i`,o-7—f= we/7$t,6 October 30, 2012 For Inspections please call: (305)762 -4949 Page 10 of 44 Dk F•I•E• FLORIDA INTERNATIONAL ENGINEERING &TESTING LAB INSIGHT•INNOVATION•INTEGRATION Florida International Engineering and Testing Lab LLC 16701 SW 117 Avenue, Miami, FL 33177 Telephone: (305) 378 - 1991 -Fax: (305) 378 -1997 Miami -Dade Lab Certification # 07- 0612.11 -State of Florida ca #27273 Owner's Name: Job Address: SITE SPECIFIC INFORMATION C-1 t 4 'C b-t t 4,-LA lt• -t:? Roofing Contractor: A, k, LC Permit Number: - t 1- f 5$ Approximate Roof Height: feet Type of Access to Roof: Ladder Type of Tile: 5t) oC r3 z ' ri Slope: -1 t (2 Approximate Square Footage: 2t 4t1a ft2 OtherRequired Testing Force: 35 lbs. Testing Equipment: F.G.E. 100x Shimpo Instrument Date Installed: tO i •• t °�. £A•Cr i• Date of Inspection: to •+ .'i 2 TEST RESULTS P= PASS, F= FAIL Test Location P or F Test Location P or F Test Location P or F Test Location P or F Test Location P or F 1 Q 21 , Pr ;:. C . 41 714z 61 81 2 22 42 62 82 3 23 43 63 83 4 24 44 64 84 5 25 45 65 85 6 26 46 66 86 7 27 47 67 87 8 28 48 68 88 9 29 49 69 89 10 30 50 70 0,r 90 11 31 51 71 91 12 32 52 72 92 13 33 53 73 93 14 34 54 74 94 15 35 55 75 95 16 36 56 76 96 17 37 57 77 97 18 38 58 78 98 19 39 59 79 99 20 i / 40 60 ■ 80 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION Perimeter Width: .j ft Area Units or ft2 No. of Tests Perimeter 1., I o-tret 114 Field t2, 46-0 I e Corners Q I 1 Hips & Ridges 4'L6-1, 1 t RESPECTFULLY SUBMITTED BY: \/L r ID it Vinayagar M. Balakrishnan V State of Florida laic # 63107 ° MINOR IMIEVOMIALEIVIMEERMS & BMS L► ,lob Addresst Capttractoc assitiftef kic\ t%- iv 2. 6-r D A i ^6_,4 IISS11aIlU U a I11II1a11 1111x1 1aa1ahhI111111hlK■, .s��a... R. .a* 115 5x15h,h `151uh1 5 ■111111'011111111111111 111111111111111111 1111.11.1111.11110 11110111111111111.11 1111NOMERIB M*1 1i iiiimisa iiiiIMIUM I 1111111111111111111111111110/111111111Telifillilliallalinfilillillalliallillaillill11101111 iiE#%.IIr'1atr im1[aIII 15nI *, ` a 11`ii$ *I$IUlRZ 1111111111111111111111111111 IA:(11C11.01.1111X-2110iVNISSII.111111111111111111111111 MUSK INS 111.111111111111111111111111111111111 #ii11iSi1Pri 4,411111111211111SIONNIRMIMINIIIIIIN111111111111111 11111111111111111111111Mt. 11 111/11111111111111111111111111111111 many � �� AL 4 A: _ 'z.tr rl rli 11 1111 r 1111 s.R.5R, . e;I Iri. i:1.tt riakei �t ��■ Ar itrq tiiiii.Eaillilliiuwi1i111iiiiii11 •$$iRI5 $g erli' Ran#aaaaiaas#i1IR *$$RIBS nisi' Ei ',3?; MIWIIIINFIRKSEISMILLSKIII/111111111111111111111.111111 11111113111110111 Si i_lr`.� 11111 6ii # #ilFithili dill ll1 11. 1.11 11 41SKIIIII, 111iiiiiffm! Ali W.411iiiii7Wii.EE?Ririiii#iMSS IIII.111111111111111111111$11111SIMSKSSOMISKISSIIIIIKKIIIIIIIIIIIII 115., 111111111.11211RKMIIIIIIKSIESKSMINSSIIIIIIII 1111111111111111111111111111111111111111111111111111-111111111111111111111111111111111111111111111111111111 thti LIDiWG�+u PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit Type: BUILDING JOB ADDRESS: 1J1 JJ RE cEr An 22202 FBC 20 1.0 Permit No. I SW-41 Master Permit No. City: Miami Shores County: Miami Dade Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: Zip: OWNER: Name (Fee Simple Titleholder): .5 k e �1% �' I (. h 5 Phone: 305 17.59-397) Address: "1 1 q 1v ) ° ah a &+- City: Nlt.sf1ore.� State: rL Zip: 3a)3$ Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: iA,wal A©0T iY►OJ Phone #: 105 1154-019/ Address: P401 BOX 531 051 City: Zip: 33 05/ Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: 0 613 6 0 00017 Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 11.1 if p4° Square/Linear Footage of Work: 3a00 Type of Work: OAddition ClAlteration New llORepair/Replace ODemolition Description of Work: -- S`h n +i le A.h d. fl&± ►DDT's rep )eve tNI+k a. new oral 13'4 o* .1)Ior -1hrm� h S on y 9 0o3 late-A-11-e- ro ®y"sysf en, 04/ cr�ed- ra o-� � - -eno Roof-Ai l is w1+1-e w h w hl f e s I Gkrry Color thru tile: IPItA44 61 * ** * * ** ** * *** * * * * ** * * * * ** ** * ********* Fees, ,r,r*** ***** *,x*,r*,t, *** **,r *******,r***,r r*** **** Submittal Fee $ .+_ 1 ,AEI Permit Fee $ .1)0 CCF $ CO /CC $ Scanning Fee $ - Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 323 Co 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 siding permit with an estimated value exceeding $2500, the applicant must promise in good faith that a cop of the notice of comm ement and construction lien law brochure will be delivered to the person whose property is subject to at chment. Also, a certi copy of the recorded notice of commencement must be posted at the job site for the first inspection whic !occurs s e days er the building permit is issued. In the absence of such posted notice, the inspection will not be a;.r %fed and a r' ' spe; 'on fe j ill be charged. Owner or Agent The foregoing instrument was acknowledged before me this 21 The foregoing instrument was acknowl dged before me thil0/ day of , 20 /t, by 31 --ems -1 1"/t rt,"°: , day of -7 , 20 by ' A()L 9(... who is personally known to me or who has produced — n) who is pers As identification and who did take an oath. Signature -caariakatAA Contractor NOTARY PUBLIC: Sign: Print: My Commission Expires: e r~n • tro y . e or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: 0011111 ul %ii ....- a os � My Commission Expires: f� . ai`n 'St' `' ' .Zr ',��0IA'1.111'•1• \ \ \ \ \ \ \``` ' �J�1% /t / /rlfli1111 \ \i \`\ dF�YBe4e�Y4rde�e sYde�Y�Y4rsY4e4r�Tr 3r�Ydr3eae�Y�:4e3rsY iY 3e�Y4c 4Y &4eoY4F 9141 `k'k9e 3: de�YaY3: �Y9r4e4es4s4aYaY�Y9nYaY4e aY9e &drk3: k9r3e9esY�tr4r3e3:3e�Y�Y3roY3e3r 3edz3:3e�Y�Y�Y 9e Y *le APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 5 /2/2012)(Revised 3 /12/2012XRevised 07 /10 /07XRevised 06 /10/2009)(Revised 3/15/09) NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO.RFIc9 1561 TAX FOUO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information Is provided in this Notice of Commencement. 11111111111111111111111111111111 11111111i CFN 2012R0582122 OR Bk 28238 Ps O679; (fps) RECORDED 08/22/2012 11 =100 :23 HARVEY RUVIH, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE n n q Space above reserved for use of recording office t 1. Legal description of property and street/address: "[' I 'I W E 'oat% ' j &V s hores, FL .33)38 2. Description of improvement: Qe.°°% 3. Owner(s) name and address: Interest In property: 1O1/4ti\ r Name and address of fee simple titleholder: �,�Co,- ,trac�q�'�ar�,1s, address and phone number: 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: 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, address and phone number: iniummmitammumovAffitaVairiumut a 33138 X5'1 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement (the expiration date Is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER ANY PAYMENTS MADE BY THE • WNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, ECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF OMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF Y INTEND T OBTAIN F ,;;;;ACING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOU 'TICE OF . NCE Signature(s) of Prepared By Print Name Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE Officer /Director/Partner/Manager :2_,1 „ Prepared By T rsV '), 't Print Name Title /Office The foregoing instrument was acknowledged before me this ;2( day of 5'7 By ,4.' a. L�/ I L LJZ J 5 / % a dividually, or 1=1 as for g ,.$'' _._ ,,''{ Personally known, or ❑ produced the following type of identification: .`._ ' Signature of Notary Public: �t1--«+ 61fi Print Name: ='' �” ° '`' ..'"C df (SEAL) S f-- : c°s,0 e' ^�, Z.: `' VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES ._ it \ °! a `o ....9,7- �.r Under penalties ,of perjury, I declare that I have read the foregoing agi�'A' OF FLORA 'y, t)I�1TC E'D14[&e,��` i that the facts stated in it are true, to the best of my knowledge and BY CERTIFY tha a true co :oten or �ti� fm u�� oar of Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/P 4�3 ��..- �' By By 22112 ,,A020 123.01 -52 PAGE 3 3110 OWNER'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami -Dade County Building Department 11805 Coral Way, Suite 111 Miami, FL 33175 Re: Owner's Name S ift&ne \I liens Property Address t{ 9 61 N> 10a1\ dd 6-1-- Roofing Permit Number Dear Building Official: I / �� ! 0� f 111.Z-9\13 certify that 1 am not required to retrofit the roof to wall connections of my building because: The just valuation for the structure for purposes of ad valorem taxation in less than $300,000.00. UThe building was constructed compliance with the provisions of the Florida Building Code (F73C) or with the provisions j the 1994 edition of the South Florida Building Code (1994 SFB ,. gnature of Print Name STATE OF FLORIDA COUNTY(' F*DE Sworn to and subscribed before day of ACJ (SEAL) ; ea. o = o y � \ � _ersonallyknown ` or Produced Identification �� When the just valuation of the structure for purposes of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed in compliance with the FBC nor with 1994 SFBC, and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided. SADecomems and &aiuokrcNNy + _Z ms Affittvlt Compliance-9 26O1Fi8ablad+t f AUG 2 2, 702 --;) ----r4-- rli: 1 T l':: isr 1S --' 1.- M rci,ri Shores Village APPROVED BY ZONING DEP r PI F-VS P771- CT 10 n( fvl'R ',V 1(- ''\/' :HI I FLUFRAL HIGH-VELOCITY HURRICANE ZONES Florida Building Code Edith) tortir aitfothi PitrinitcA Porm. , 2010 Section A (General information) Master Permit No. Process No. Contractor's Name kOC4flfj Job Address 4r1q IVE loan gi 6 Low Slope O Asphaltic Shingles ROOF CATEGORY O Mechanically Fastened Tile O Metal PaneUShingles dMortar/Adhesive Set Tile 0 Wood Shingles/Shakes 0 Prescriptive BUR-RAS 150 ROOF TYPE 7;- O New Roof g Reroofing 0 Recovering 0 Repair U Maintenance-1-- z _ ) ) ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) ice 9.360 3iso Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. HIGH- VELOCITY HURRICANE ZONES Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form. i Section C (Low SI Fill in Specific Roof Assembly Components and identify Manufacturer (if a component is not used, identify as *NA') System Manufacturer. hA F NOA No.: tD - oaa /1 01 Design Wind Pressures, From MS 128 or Calculations: P, gain P2: 90 '7 P3: 101t0 Max. Design Pressure, Frogs te. Specific NOA System; 5. r Dedc:Type. %(D V� 5o i 6'1 WOO It Gauge/Thiclness: 51$ Slope: t i • i X Anchor /Base Sheet & No. of Ply(s): I p ly bm I � K 4 Shetit ■ NV IS A'`l % ng'" Trtlts4)6 Insulation Base layer. Base insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): Base Sheet Fastener/Bonding Material: Ply Sheet(s) & No. of Ply(s): Ply Sheet Fastener/Bonding Material: TopPly:Ufir cp [J 9.1.-}�ojgo��o,, Top Ply Fastener/ B ing N�atprfal: '`� c� S Surfacing; ope Application) Fastener Spacing for Anchor /Base Sheet Attachment Field:.. f oc @ Lap, # Rows 21. @ =r " oc Perimeter. " oc @ Lap, *Rows fL @ __." oc Corner: ° oc (0 Lap, # Rows c ,�! oc Number of Fasteners Per insulation Board Field Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base. Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean _Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 96. if7D iFA GPM r,no di-rie minei�.l t-ap /3,t39Atv 1:A66 she* 1X3 v— toe ►��wi�''d • FT. yFT. Parapet Heiaht 10' V Mean Roof Height i i , i HUGH- VELOCITY HURRICANE ZONES Florida Building Code Edition 2010 High Velocity Hurricane Zone UnWorm Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: Bo rod Product Approval Number 10%--09A9. ► 03 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 3` 1 1 P2: bi30 I P3: looiri Maximum Design Pressure =,,- ��- 110 y Product Approval Specific System: f ; r p (1 Method of tile attachment YA I ' `CJ awl i o 1y Y ro �� Roof Slope: 3 :12 Steep Sloped Roof System Description \ Deck Type: \Type Underlayment: \insulation: \Fire Barrier: 114 V -1791 nt woad 430- ft Ridge Ventilation? NI lk Fastener Type & Spacing: dhesive Type: Mean Roof Height: I g. ■■•■ — —. a. .. ..s. ••• rata." Meer esreusr..re • ylt R,S live bIto A IA.1 1 WAS d' 6 Uit6p\ -Cir1 ype Cap Sheet: qos ic-t-e. oof Covering: Bored u'I42la-i'foior- l-krott I (ohy 400 unncrete whiff on Type & Size Drip white dge: 33 gal✓ sa Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form. HIGH - VELOCITY HURRICANE ZONES • Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for Mr with the values from Mf. If the Mt values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" jj x it r . _� ) - M` ' 1®` 1= Mrt M0 Product Approval Mr 1101 - , . g Product Approval Mr ®1 t o - M t 03 = M A '� Product Approval Mr 1: 3 1 I (P3: (P3: Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mr Mr Required Moment Resistance* Mean Root Height --� Roof Slope 4 16' 20' 25' 30' 40' 2:12 34.4 36.6 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 6:12 28.4 30.1 31.8 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 26.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pt: xI := x w:= )- W:_x cos 8.•_= Fri: (P2:xI:_= s w: )- W:_x cos 0.•_= Fr2: (P3: xI =x w: = )- W :_.s cos 6 :_= F,s: F F Where to Obtain Information Description Symbol Where to fmd Design Pressure P1 or P2 or P3 RAS 127 Table I or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height II Job She Roof Slope 0 Job Site Aerodynamic Multiplier A • Product Approval Restoring Moment due to Gravity Mr ProdactApproval Attachment Resistance Mr Product Approval Required Moment Resistance M, Calculated Minimum Attachment Resistance . F' Product Approval Required Uplift Resistance F, Calculated Average Tile Weight W ProduetApplaval Tile Dimensions I" length w= width Product Approval All calculations must be submitted to the Building Official at the time of permit application. AMA Pr ,i,q, a A /rn Mar/. /PATe r7er!tr ear'rraa 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 resironsibility 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. Additional , the following items should be addressed as part of the agreement between the owner ant the con The ees 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 providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such - color or architectural appearance, that are not part of a zoning code, should be addressed as part of the __ ~ ment between the owner and the contractor. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior ng the existing roof system). Common roofs: Common roofs are those which have no visible delineation between neighboring townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or uld 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 be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetra + • n of the underside of the decking may not be acceptable. This provides the option of maintaining the appee "ce. � onding water: The current roof system and/or deck of the building may not drain well and may Ica' water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original' % ng system is removed. Pounding conditions should be corrected. 1 _ - rflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overfio scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in ce with the requirements of Sections R4402, R4403 and R4413. entliation: Most ntenorl/ ee structure a �,y red . It may be :fl' " to 's " IA, Date Contractor Signature structures should have some ability to vent natural airflow through the y (the building itself). The existing amount of attic ventilation shall not be consider additional venting which can result in extending the service life of the i I7/�2, .Rou,d Revised on 7/9/2009 LD Date 1 3 (MIAMI' COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 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.eov /pera 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. DESCRIPTION: Saxony 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. 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 #07 -0711.03 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0222.03 Expiration Date: 04/26/17 Approval Date: 04 /19/12 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. and described 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 the installation section herein. The attachment calculations shall be done as a moment based system.. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Saxony 900 1 =17" TAS 112 Flat profile, interlocking, high - w = 13" pressure extruded concrete roof tile 1- 5/32" thick Slate equipped with two nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. Trim Pieces TAS -112 Accessory trim, boosted Barcelona, 1- 9/32" thick Shake & Split Shake Length: varies Width: varies varying thickness 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales, FL. 2.2 SUBMITTED EVIDENCE: Test Agency. Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Test Identifier 7161 -03 Appendix III 94 -084 94-060A concrete roof pieces for use at hips, rakes, ridges and valley terminations manufactured for each tile profile. Test Name/Report Date Static Uplift Testing Dec. 1991 TAS 102 & TAS 102(A) Static Uplift Testing May 1994 TAS 101 (Mortar Set) Static Uplift Testing March, 1994 TAS 101 (Adhesive Set) NOA No.: 12- 0222.03 Expiration Date: 04/26/17 Approval Date: 04 /19/12 Page 2 of 8 The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Atlanta Testing & Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 R1.894 R2.894 R3.894 520109 -1 520111 -4 520191 -1 Evaluation Calculations Evaluation Calculations Evaluation Calculations Static Uplift Testing TAS 102 (2 Quik-Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik-Drive Screws, Battens) Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing TAS 102 (1 Quik-Drive Screw, Battens) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain TAS 100 Physical Properties TAS 112 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Aug. 1994 Dec. 1998 March 1999 February 1996 April 1996 December 1996 NOA No.: 12- 0222.03 Expiration Date: 04/26/17 Approval Date: 04 /19/12 Page 3 of 8 Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineers Evaluation 25 -7183 Calculations Evaluation Aerodynamic Multipliers Calculations Calculations Two Patty Adhesive Set System Evaluation Restoring Moments Due to Calculations Gravity 130 TAS 112 March 1995 January 2007 April 1999 February 2007 January 2007 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments 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 the applicable Building Code. 4. INSTALLATION 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight W (lbf) Length-I (ft) Width -w (ft) Saxony 900 Slate, Shake & Split Shake 11.5 1.417 1.08 NOA No.: 12- 0222.03 Expiration Date: 04/26/17 Approval Date: 04 /19/12 Page 4 of 8 Table 2: Aerodynamic Multipliers - 71. (ft3) Tile A. (f3) ? (f3) Profile Batten Application Direct Deck Application MonierLifetile Saxony 900 0.289 0.313 Slate, Shake & Split Shake NOA No.: 12- 0222.03 Expiration Date: 04/26/17 Approval Date: 04 /19/12 Page 4 of 8 Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 " :12" 7 ":12" or greater Saxony 900 Slate, Shake & Split Shake Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7.55 6.46 7.34 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Saxony 900 Slate, Shake & Split Shake 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 .#8 Screw 30.8 30.8 18.2 2 .#8 Screws 51.7 51.7 24.4 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 Table 5: Attachment Resistance Expressed as a Moment MT (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Adhesive 31.31 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. NOA No.: 12- 0222.03 Expiration Date: 04/26/17 Approval Date: 04 /19/12 Page 5 of 8 Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Polyfoam PolyPro"' 118.94 Polyfoam PolyProTD° 40.4" 3 Large paddy placement of 45 grams of PolyProT". 4 Medium paddy placement of 24 grams of PolyProm. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft -lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Mortar Set' 43.9b 5. Tile -Tite Roof Tile Mortar 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved ". LABEL FOR SAXONY 900 TILE (LAKE WALES FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 12 -0222.03 Expiration Date: 04/26/17 Approval Date: 04 /19/12 Page 6 of 8 NAIL HOLES PROFILE DRAWING 17 "V 13" OVERLAY 1 5/32 " (slate) 1 9/32 " (shake) WATERLOCK SAXONY 900 CONCRETE ROOF TILE (SLATE MODEL) MONIERLiFETILE SAXONY 900 CONCRETE ROOF TILE (SPLIT SHAKE MODEL) NOA No.: 12- 0222.03 Expiration Date: 04/26/17 Approval Date: 04 /19/12 Page 7 of 8 MON1ERLuTILE SAxONY 900 CONCRETE ROOF TILE (SHAKE MODEL) END OF THIS ACCEPTANCE NOA No.: 12 -0222.03 Expiration Date: 04/26/17 Approval Date: 04 /19/12 Page 8 of 8 DEPARTMENT OF PERMITTING. ENVIRONMENT. AND REGI LA f'ORV AFFAIRS (PERA) BOARD AND CODE ADMINIS7'RAI ION DIVISION NOTICE OF ACCEPTANCE (NOA) 3M Company 3M Center Building 0220- 05 -E -06 St. Paul, MN. 55144 -1000 !sILtML -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street. Room 208 Miami. Florida 33175-2474 T (786) 315.2590 F (786) 315 -22399 inrw. mia midade.po% !pe ra 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. DESCRIPTION: 3MTM 2- Component Foam Roof Tile Adhesive AH -160 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. The submitted documentation was reviewedby Alex Tigera. NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05 /10/12 ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves 3MT " 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 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 Foam Dispenser RTF 1000 ProPack® 30 & 100 Dimensions Test Specifications TAS 101 N/A N/A N/A 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 Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 Results 1.6 lbs. /ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change e -40° F.. 2 weeks Closed Cell Content .ASTM D 2856 We x 86% NOA No.: 12 -0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 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 Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94 -060 257818 -1 PA 25- 7438 -3 25- 7438 -4 25 -743 8 -7 25 -7492 NB -589 -631 9637 -92 01 -6743 -011 • 01- 6739 -062b[1] 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 Test Name /Report TAS 101 TAS 101 SSTD 11 -93 SSTD 11 -93 SSTD 11 -93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 TAS 101 TAS 101 Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 04/30/93 11/16/94 01/16/95 03/14/96 10/23/98 12/28/98 TAS 101 03/02/99 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 testin accordance with TASJO1 with section10 42c modified herein. MIAMI.OADE COUNTY APPROVED NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 INSTALLATION: 1. 3MTM 2- Component Foam Roof Tile Adhesive Ali -160 may he 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- Component 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 3MTM 2- Component Foam Roof Tile Adhesive AH -160 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 be set to deliver 0.0175 to 0.15 pounds per tie 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 RTF1000 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. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles . #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 a'agr_ -4-(WI LABELING: All 3MTM 2- Component I' pant Roof 'File tdhcsi‘._ All-100 containers shall ith the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to proper; evaluate aluate the installation of this system. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1) Place enough adhesive to Wien II to 23 �o 214'e for square inches in contact with the pan file PtheP P&P aPP lattone 2) Tun coven upetae down. Platte adhesive 112 in. To 11n. From outside edge of cover the. Then Install the Ets. Undleriayment Nall through plastic cement Remov top portion orate Mem course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover dies are fhich at aavo lim Sheathing Optional Polnbup Mortar on Longitudinal MIAMI-MADE COUNTY APPROVED 'BOA No.: 12- 0228.18 f tpiration Date: 05/10/17 pproval Date: 05/10/12 Page5.of7! . Nail through plastic cement ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Paddy Beneath Tile; Fascia Eave Closure all through plastic cement Paddy (Beneath Tile) nderlayment Have Closure NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 a ADHESIVE PLACEMENT DETAIL 3 DOEBLE PATTI Nail through plastic cement Paddy (between tile) Paddy (under tile) t4in. x 3 in. Single paddy on under- !arrant Singl paddy under tile Single paddy on top of tile Eave course In: X71n. medium size paddy eave Fascia course only Nail through plastic cement Underlayment Single paddy under tile Single paddy between tile 21n. x7 In. medium size paddy eave course only 112/kin.x 3 in. 41n. Single paddy on under- layment Single paddy on top of tile Eave Course Fascia Weephoie Eave closure Drip edge Nall through plastic cement Single paddy under tile Single paddy . between tile x3 in. Single paddy on underlayment Single paddy on top of tile Eave Course Eave Closure 2 in. x 7 in. medium size paddy save course only Fascia END OF THIS ACCEPTANCE NOA No.: 12-0228.18 Expiration Date: 05/10/17 A pprov al Date: 05/10/12 MIAMI�DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) 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 (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has beendesigned to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF RUBEROID® Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there .has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. _This NOA revises NOA No. 07- 1203.01 and consists of pages 1 through 31. _ The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 09 -0224.01 ExpirationDate: 1.1/06/13 04'0ZJ0D __ . ROOFING SYSTEM APPROVAL Category: Sub - Category: Material: Deck Tyne: Maximum Design Pressure Roofing Modified Bitumen SBS /APP Wood -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Leak BusterTM MatrixTM 307 Premium Asphalt Primer GAF Mineral Shield® Granules Leak BusterTM MatrixTM 305 Fibered Asphalt Emulsion Leak Buster"( MatrixTM 303 Premium Fibered Aluminum Roof Coating LeakBusterTM MatrixTM 322 Elastomeric Roof Coating LeakBusterTM MatrixTM 306 LeakBusterTM MatrixTM 204 Wet/Dry Roof Cement GAFGLAS® #75 Base Sheet GAFGLAS® #80 ULTIMATM Base Sheet GAFGLAS® Flex PIyTM 6 GAFGLAS® Ply 4 GAFGLAS® Mineral Surfaced Cap Sheet Dimensions 5, 55 gallons 60 Ib. Bags 100 lb. bags 5 gallons 1, 5 gallons 55 gallons 55 gallons 1, 5 gallons 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.3T' (I meter) Wide Test Specification ASTM D41 ASTM D1863 ASTM D1227 ASTM D 2824 ASTM D3019 ASTM D3409 ASTM D4586 ASTM D3409 ASTM D4601 ASTM D4601 ASTM D2178 ASTM D2178 ASTM D3909 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. • Fibered aluminum coating. Elastomeric roof coating. Asphalt emulsion fibered. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Type II Asphalt impregnated and coated glass mat base sheet. Type II Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. NOA No.: 09- 0224.01 Expiration Date 11/06/1.3 r nwaa n ..na agraQ_ Membrane Type: SBS /SBS Cold Applied Deck Type 1: Wood, Non-insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E(1): Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield® Non - Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAS® #80 ULTIMA TM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® SBS Heat- We1dTM Smooth or RUBEROID® SBS Heat-WeIdTM 25 base sheet mechanically fastened to deck as described below; Fastening GAFGLAS® Ply 4, GAFGLAS® Flex P1yTM 6, GAFGLAS® #75 Base Sheet or any Options: of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psi; See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM ##12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 1.2" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately. 12" o.c. in the field of the sheet. (Maximum Design Pressure —4S psf, See General Limitation #7) GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.S psf, See General Limit. imitation # GAFGLAS® #80 ULTIMATM, RUBEROID ® 20, RUBEROID ®Mop Smooth, base sheet 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" o.c. in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill-TecTM #I2 standard, #14 or # 15 Screws and 3" Drill-TecTM steel plate or Drill -TecTM 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. (Maximum Design Pressure —60 psi', See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) NOA No.: 09- 0224.01 Expiration Date: 11106/13 GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill-TecTM steel plate or Drill -TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psi; See General Limitation #7) Ply Sheet: (Optional) One or more plies GAFGLAS® PLY 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #80, RUBEROID® MOP Smooth or RUBEROID® 20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Membrane: One or more plies of RUBEROID® MOP Smooth, RUBEROID® Mop 170 FR, RUBEROID ® Mop Granule, Roof MatchTM SBS Mop Granule, RUBEROID®Mop Plus Granule, RUBEROID®20, RUBEROID®30, RUBEROID®EnergyCap SBS 30 FR RUBEROID®30 FR or RUBEROID® Mop FR or RUBEROID ULTRACLAD° SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 401bs. /sq. Or, One or more plies of RUBEROID® MOP Smooth, RUBEROID® Mop Granule, Roof MatchTM SBS Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, RUBEROID®20, RUBEROID® 30, RUBEROID®Energ�Cap SBS 30 FR, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBERO1D ULTRACLAD® SBS in Leak BusterTM MatrixTM 102 SBS Adhesive at an application rate of 1 -2 gal./sq. Surfacing: (Optional, required if RUBEROID° MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs. /sq. and 300 Ibs./sq. respectively in a flood coat of approved asphalt at 60 lbs. /sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal./sq. 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- 40lbs. /sq. 3. Leak BusterTM MatrixTM303 Premium Fibered Aluminum Roof Coating, at 1.5 galJsq. 4. Leak BusterTM MatrixTM 715, Leak BusterTM MatrixTM 322, TOPCOAT° MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal. /sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal./sq. 6. TOPCOAT® Surface Seal, TOPCOAT° Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at lto 1.5 galisq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Picture:- - See Fastening above NOA No.: 09- 0224.01 Expiration Date: 11 /06/13 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply T' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum ''A" Dens Deck or '/2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq., Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (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 anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered 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 compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and /or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) _ _1D_ 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. END OF THIS ACCEPTANCE NOA No.: 09- 0224.01 Expiration Date: 11 /06/13 -.+'►ppreval D te' 04105109 — TGFU.R1306 - Roofing Systems Page 1 of 2 Class A - Fully Adhered 1. Deck: NC Incline: 1/2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite /polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. Base Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid® Torch ®" (Smooth or Granule) or "Ruberoid® Torch Granule Plus" or "Ruberoid® Mop" (Smooth or Granule) or "Ruberoid® Mop Plus Granule" (granule). Surfacing: — Gravel, 400 -Ibs /100 -ft2, loose laid or applied in a flood coat of hot roofing asphalt. 2. Deck: NC Incline: 1/2 Base Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid® Torch" (Smooth or Granule) or "Ruberoid® Torch Granule Plus" or "Ruberoid® Mop" (Smooth or Granule) or "Ruberoid® Mop Plus Granule ". Coating: — "Kamak No. 97" applied at 11/2 to 3 -gal. /100 -ft2. 3. Deck: NC Incline: 1/4 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, any thickness. Base Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid® Torch" (Smooth or Granule) or "Ruberold® Torch Granule Plus" or "Ruberoid® Mop Granule" or "Ruberold® Mop Plus Granule ". Coating: — "Karnak No. 97" applied at 11/2 to 3 -gal /100 -ft2. 4. Deck: C -15/32 Incline: 1/2 Insulation: — One or more layers perlite, glass fiber, polyisocyanurate, urethane, perlite / polyisocyanurate composite, perlite /urethane composite, phenolic, 1V2-in. minimum thickness (butt joints staggered a minimum of 6 -in. form plywood deck butt joints). Base Sheet: — One or more plies Type G2 or Type G3. Ply Sheet (Optional): — One or more plies Type G1. Membrane: — One or more plies "Ruberoid® Torch" (Smooth or Granule) or "Ruberold® Torch Granule Plus" or "Ruberoid® Mop" (Smooth or Granule) or "Ruberoid® Mop Plus Granule." Surfacing: — "Kamak No. 97" applied at 11/2 to 3 -gal /100 -ft2. 5. Deck: NC Incline: 1/2 Base Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid® Torch" (Smooth or Granule) or "Ruberoid® Torch Granule Plus." Surfacing (Optional): — Karnak "No. 97" or "169" applied at 1 to 3 gal /100 -ft2 or Grundy Ind. "20 F Emulsion" applied at 3 -gal /100 -ft2. 6. Deck: C -15/32 Incline: 1/2 Insulation: — One or more layers perlite, glass fiber, 3/4-in. minimum, polyisocyanurate, urethane, perlite / polyisocyanurate composite, perlite /urethane composite, 11 /: -in. minimum. Base Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid® Torch" (Smooth or Granule) or "Ruberoid® Torch Granule Plus" or "Ruberold® Mop" (Smooth or Granule) or "Ruberoid® Mop Pius Granule." Surfacing: — Gravel. 7. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite /urethane composite, wood fiber / polyisocyanurate composite. Base Sheet: — Two or more plies Type G2 or Type G3. Ply Sheet (Optional): — One or more plies Type G1. Membrane: — One or more plies "Ruberoid® Torch" (Smooth or Granule) or "Ruberoid® Torch Granule Plus" or "Ruberold® __Mop" (Smooth or Granule) or "Ruberoid® Mop Pius Granule." Surfacing: — "Karnak No. 97" applied at 11h to 3 -gal /100 -ft2 or gravel. 8.DeccNC Incline: 1/2 Insulation: — One or more layers perlite, glass fiber, 3/4-in. minimum polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite /urethane composite, 11/2 in. minimum. Bap Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3. — tans: — One or more plies "Ruberoid® Torch" (Smooth or Granule) or "Ruberoid® Torch Granule Pius' or "Ruberoid® http: / /database.ui .` . 1c1 "8:r TGFU.R1306 - Roofing Systems Page 2 of 2 9. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — One or more layers perlite, glass fiber, 3/4 -in. minimum, polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite /urethane composite, phenolic, 11/2 in. minimum. Base Sheet: — One or more plies Type G2 "GAFGLAS® #75 Base Sheet ", or "Tri -Ply® #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: — One or more plies Type Gi " GAFGLAS® Ply 4" or "Tri -Ply® PIy 4" or "GAFGLAS® Ply 6" hot mopped in place. Membrane: — "Ruberoid® Mop 170 FR" or "Ruberoid® Dual FR" or "Ruberoid® Mop FR" or "Ruberoid® EnergyCap'"' Mop FR." Surfacing — (Optional): "GAF Fibered Aluminum Coating" applied at 11/2-gaI /100 -ft2 or "GAF Weather Coat Emulsion" applied at 3- gal/ 100 -ft2. Incline: 1/2 Insulation (Optional): — Perlite, fiber glass, polyisocyanurate, urethane or perlite/polyisocyanurate composite. Base Sheet: — One or more layers Type G2 "GAFGLAS® #75 Base Sheet" or'Tri -Ply® #75 Base Sheet" or Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -PIy® Mineral Surfaced Cap Sheet" hot mopped or mechanically fastened. PI Sheet (Optional): — y ( ptio al): One or more plies Type Gi, hot mopped in place. Membrane: — "Ruberoid® Mop 170 FR" or "Ruberoid® Dual FR" or "Ruberoid® Mop FR" or "Ruberoid® EnergyCap" Mop FR." http: // database. ul. com' cgi- bin:'X YV!template'1.1 SFXT 111RAMEhhowpage.html ?name =T... 6/28'2012