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RF-07-30Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 05/30/2007 Inspector: Grande, Claudio Owner: LOPEZ - COUTO, EVELYN Job Address: 1080 96 Street NE Miami Shores Village, FL Project: <NONE> Contractor: KAWALEK ROOFING & PAINTING, INC Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060143500 Lot: Phone: 786- 277 -9540 Building Department Comments TERA OFF EXISTING ROOF FLAT REPLACE MONIER COLOR THRU TILE CASA GRANDE WITH BLEND JAAY 3 1 2001 Passed 4 270 Inspector �) omments � zi _ .44/10 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, May 29, 2007 Page 2 of 2 U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 106 Project No 8905 SITE SPECIFIC INFORMATION Owner's Name: E\I L't_( LPcz Permit # 4. - 0 130 Job Address: 10 ' e o e e& S 1 kA l i rei Roofing Contractor: V Ct ' '6, o Type of Tile: ^ -� 4E" 4 • ,; r ' fi.- Date Installed: `2/V" Approximate Roof Height: ' feet Roof Pitch: i e l Z Type of Access to Roof: Scaffolds /Ladder Other Approximate Square Footage of Roof 1, 0 ft2 Required Testing Force: 35 lbs. Testing Equipment: Chatillion100 Date Tested. 1- 2. Q R-49 `q` TEST RESULTS P = PASS, F = FAIL Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) 1 ��P 26l 51 76 2 ? 27 52 77 3 28 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 58 83 9 34 59 84 10 35 60 85 11 36 61 86 12 37 62 87 13 38 63 88 14 39 64 89 15 40 65 90 16 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 48 73 98 24 49 74 99 25 7 50 75 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS REPORT SUBMI ED BY: P. tot em 5 Lab Certification # 98- 0608.04 State of FL Certificate Authorization # 4100 Sketch of Roof Job Jo to km. g4,1r' Sheet Number 7.-of7. Contractor 144-wok etsr- `.raoct 06, Checked By Scale 11111.': 111111 "iiiiili 11111 111 IIIn,II� . .M..MNI M: EEMINEr .MM.......... .IN..M..........O.M.......... .M............M UREE r.......... lIlIlIlIlIlil II .. ai ...... rimemd.rl.'immu ..... �, WE..►.MEMME....\`` ROMMI; M. .... .I...O ■PARM...NIrEMEMMUMEMA.... AIDEMMO E..r'M.MOM. 7ECIMU.E.... M.....EMMEM MMIN.E..L.EM...... ..w M.MA.M►M. MEUEROMO.M M...... .. RMsM..NC...EMEMM.N.......... =OA= ..M.MEMBE NU.EMMEM.... m ammvm mmommE r', \ uiI��!1�. -.w 111111111111110111M1111111 11111 ! ,Notes: �� S • Miami Shores Village Building Department , 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Electrical IMOMEVEDI Et JAN 0 8 200 Permit No, V O, Master Permit No. -30 Plumbing Mechanical Owner's Name (Fee Simple Titleholder) R me- L_,o 1) ez Phone # - 1 3b J Owner's Address 1(40 &%E -6 bt " Sj— City }‘Or State State r"L Tenant/L.essee Name Zip 3 3 ) 3 8 Phone # Job Address (where the work is being done) 10 1) jE �F- City Miami Shores Village County Miami -Dade FOLIO / PARCEL # Zip Is Building Historically Designated YES NO Contractor's Company Name I<o w it 1e-X Rom-1115 llh- Phone # 305115/4-0/41) Contractor's Address P� o. pv( 53 JOG City 14, I o v i State FL Zip 3 3) 53 Qualifier Name P&t4 11,a.1 vecle1< Phone # (795.) -754— O State Certificate or Registration No. Certificate of Competency No. 017 B0000 rl Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: DAddition Describe Work: i ekr o rti DAlteration Phone # Square / Linear Footage Of Work: c9. g50 ['New a l e tc1— ; Repair/Replace ❑ Demolition e hek_ e, ode Bfer ******** * *** ** ** * ** * ** *** * ** ** * * * * *** *, Fees, * **ii ** * ** *** * * * *** * * ** ** *,r,1•* ** *** *, *** * ** D0a� Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Scanning $ \ R Radon $ DPBR $ . (o0 CCF $ '5,50 CO /CC Technology Fee $ 7 , Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ Cr) See Reverse side -� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES; BOILERS, HEATERS, TANKS. and AIR CONDTIIONE>S, ETC OWNER'S A)NFIDAVIT: 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:. .4 "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be as sroved a a reinspection fee will be charged 111 O ��rAge& The foregoing instrument was acknowledged before me this , � /7 7 day of 74(J ,2007, by -, tiredUe. 4 z ° ;7;7 who is personally known to me or who has produced As identification apcj whcit� oath. NOTARY PUBLIC: `, ■P4 • d my Comm as on DD1070113 or n Ecpirea March 30, 2007 Sign: Print %Yaps A7�� �(s My Commission Expires: 04 ,go am) Signature Contractor The foregoing instrument' was b vi d efo e me day of ±' /t 7 f 20 t�, by J' 40 40,1 e who is personally known to me or who has produced ) L as idenrification and who did take an oath. NOTARY PUBLIC: �► My Maria ComrnEgion l mein March 30,3C07 Sign: Print: My Commission Expires; *** *+t*1*441**,r ** ** * * * *** * *,r *** *** * * * * * * * * * * * * * ** * *** **** sir * * * ** * *** ** *** * * **** *** *,r APPLICATION APPROVED BY: (Revised 02/08/06) * * ** * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. A1 0� — �� CC 111111111111 11111111111111111111 11111 11111111 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. - 1. Legal description of property and street/address: F4,3 3114Z EMI VIA ?► 3 'PPS IC - 3°7 110-5 5- -7 &tic t I 2. Description of improvement: Re--roof" GiFi�1 200780041582 OR Bk 25273 Ps 1009; (1Ps) RECORDED 01/12/2007 10 :53.02 HARVEY RUVIHr CLERK OF COURT MIAMI-DACE COUHTYr FLORIDA LAST PAGE UPS° WE £3& 6 ,ia -114.1 6 ores/ 3. Owner(s) name and dddress: Rene Lo pez 10So ATE 96 S 1�Ia Iv6I ` D/-e 33)3€ Interest in property: ©Wner Name and address of fee simple titleholder 964 e IQPf -Z ZOOID 11 gi IMnt, , gig 9 5.31,' 4. Contractor's name and address: "�., IA/A, 1._.- 33153 5. Surety: (Payment bond required by owner from contractod,^ Y CERT /FY/hat this is a t Name and address: original filed ... a on Amount of bond $ wfTNESS try hand and t' 'clef Seal. 6. Lender's name and address: HARVEY RuviL ER — y of fhe 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. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a di r ent dat Sig a ure o P %� a O Sworn to and subscribed before me this J`�/�'l rint Owner's Name • � pez- Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 12/05 f/ ofMa Ni3- ---, 20 7 g• My Commission COMM +' ExpiresItMroN3o.W00T a3/ %©7. e Prepared by RUC, Wt�e�. Lek Address: 190 (0( 551051 r3 ROOF ASS AND ROOFTOP SThIJCflUREB asitomAiatemeLlnigemontal ImomEwqm JAN o 8 aom IV limo Mope Q Asphaltic Shingles IMAM= Mechanically Fastened we D Metal hhi es © PreserlpMra SAS 160 o /' l rye 0 i r is 1i 0 Reatoverew ROOF SWIM INFORMATION Lew Mope Roof Ares ) ri s MortarMassise 0 Wood 8hlnpie.IShgI.s P Mooed Roof key 0319 17� X50 s, ®( P� •• • • Sketch Root Plan: levels rind motions, roof drains, tea, overflow ando ages dam include danunslons of sees and lsvd., dearly Identity d mentions of signaled per. sonei of • . •••• •••• • •••• •••• MMOIMMIMMumMEMMEMMEMOMEMUDE MEMMIWINNOMEgMMEMMEMEMEMME MINIMMEMMERMWMEMINIMMENNWRM mummaammukftammokommummaam MIERWINEWMOMEMEWERMEWNWER MEMWEIROMMOMMEMMEVEMMEMMME Immammommummommuisimmamm MAJWWWWW4MiiiiiiimaIMMEMEM MilmaRAMNFAMMEMINIMMEMMEMMEN nisi ■,,1E !!SUM L MMIOM ME'MMEMME■ MMEMILMEMEMMOIMMIMMEMMEN mmemmiliimmamaaammommamws • • • • •• • • • • •• • • • • • •••• • • •••• • • ••• • • • • • .. ASSE LIES AND ROOtTOP STRUCTURES Florida Building C • • = Edition High-Velocity Hurricane Zone Uniform Permit Application Form. Roof S n acturer: on t Notice of of Acceptance Number: Oa— 1).0510 Lj Minimum 1. = ign Wind Pres u if Applicable (From RAS 127 or Calculations: & P2: 100.6 P3: 10016 Maximum (From the n Pr ure uct Approval ific System): RopSope: 12 Ridge V • ••• Deck Type: I b I in woo d, .• • .• 9. • • •• • ._____. • Mean Roof Height: Type Underlayment: tt-e8 0 ut-Ei YAA., •-•-e-s•-• 0- •••• •••• Insulation: , r\i/ Fire Barrier: I IN • -IV • I • • • • • • • • b -• 0.•-•-* • 0-11k-• -1 • • • • • •-• '----• -0 -11■• . • • & 4ti 11 bo•It xiova.• • coe • • • • Fastener Type & Spacing: di i.V204-rekt. 0,-t_carovs•i: Adhesive Type: 4:04 o k...sp rut-4 r • • • • • • • • • • Type Cap Sheet: TN cap 0A_F d,11.-e-iexi voiltr% Root Covering: totoni Type & Size Drip Edge: 3)3 15.34 FLORIDA BUILDING CODE UiLDING • 1 J t. • Florida Building Code Edition 2002 h V .. Hurricane Zone Uniform Pennff Form. C 8 ed O S s Fill In Specific Roof Assembly.Components Fastener Spacing forAnchor/Base Sheet and Identify Manufacturer Attachment Oa component is not used, miry .Nk) System Manufacturer; 6- 17eld:1• oq • Lap, # Kaki_ al 3:00. . NOA Nqi.; .O3 ''5o I, (�A • ; Perimeter: V • co ®Lap, #� Rowi' • oa Design wand Pressor , From MB 126 or Cakndallons: Comer: "oo elan , - Rows • O • • • Pmax1: r 5 ' A afinaorx , S r l r a p : ) h ' ' Number of Fasteners Per insulation PA= err - 'Board �i Siffitgnt l t l the Speolflp NOA . Field Perimeter _ Comer Details as Applicable: • . Woodblodcbng, °titter, . Edge .'Termination,. • Stripping, Flashing, Continuous Cleat, . Cant Strip; Base Flashing, Conhter- Flashing, • Coping, Eta. ; . kulladv Mean Roof Hidght, Parapet Heigld,•'''. Height of Base Fiastifng, Compy erd•ttatertar.. / Material Thfcknese, Fastener .Type, • Pastenk..:. Spacing or Sisbrnit• Manutacturlers1*ta lls Suit . Comply whit S 111 and Chapter l8' • • ' .... CPA F Mo d i ,�'ie .. • �V k.naen . Ii Slope'' 7lnchor/Base Sheet & No.ef Pfy(�s)- insulation Base.Lay�er; •� Bass .ins tion Size and Midmost); Base: on FastenedBonding Mab idith Top insulation s M4 1011 Top hnssda Uon Sine and Tlhlggn X' 0 Top Fes�npNBondir� Material: Base.Sheet(s) & No. of Ply(e); I ply �` Glt4.0 Base Sheet Fastener/Baxpng Material: t` Ply Sheet(s) S No. of P •wr Fly el Fee onding Material: • • •••• • • •• • • .. ••• • 7, • •4.•. ••. • 1ltb Vr a 1�1`� '•. Top Ply Tcp�P�rtistgngr/mpng Material.: Surfacing; Mean Roof Height Ls. 1111 d I �r ue P411144ter . 449407 5frahveRf bcs e tree`s ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. [f �j p�Method 1 "Moment Based Tile Calculations Per RAS 127" Q 9 (pt: g ri%`? F^V I% 13151_ Mgi131f =Mrs 51 1'l Product Approval Mt :3 9 0,2:10014 /R i�� "I =01 v ¢C 1 Mg 1 c�� = Mr2a9¢b'3 Product Approval Mf 3/3 a 9 (P3: 0 1 � �BJ) l Mg:� l .ray= Mrsa O 3 Product Approval Mf'3e. 9 Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf Mr required Moment Resistance* Mean Roof Height -› Roof Slope ,J, 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 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 arigut tq the Fr values, • for each area of the roof, then the tile attachment method is acceptable. (P1: (P2: Method 3 "Moment Based Tile Calculations Per RAS 127" xL xw: = ) -W: xcos8 =Fr1 x = xw:= ) -W: x cos 8 =F (P3: x xw:= ) -W: x cos =F • • • Product Approval F' •••••• •••••• •••• •••• Product Approval F' .... • • • • Product Aooroval F' • • • • •• • • • • •• • Where to Obtain Information • • • • • • • Description p Symbol • • • • • • Where to find • Design Pressure P1 or P2 or P3 •• • ••• RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 8 Job Site Aerodynamic Multiplier 2 Product Approval Restoring Moment due to Gravity M8 product Approval Attachment Resistance Mf Product Approval Required Moment Resistance Ma Calculated Minimum Attachment Resistance Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. • ••• •••[ib• •▪ •• 411 • 1 1 ••.110 • • • • •• ••• • • •• • • :•• • • • • • • •• FLORIDA BUILDING CODE - BUILDING 15,35 SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. m2. Renalling Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). RI), 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. tl R 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the• foof decking can be • viewed from below. The owner may wish to maintain the architectural appearance..tk,eeefore;svofrng nail•,,;. penetrations of the underside of the decking may not be acceptable. The Florida Builds, Code provides the • option of maintaining this appearance. • • • • • . • • • • • • • • 19v 5. Ponding Water: The current roof system and/or deck of the building may rrbt xlrain y0dlj fiind may • • • • cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be ari iMication bt structurai • •: • distress and may require the review of a professional structural engineer. Ponding n i y shot-to, the life, • „„ expectancy and performance of the new roofmg system. Ponding conditions may. not .be eviQeut aihtil the original roofing system is removed. Ponding conditions should be corrected. • • • ••. • • r k 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. \-tuAA 1 /5, ©'7 Date Contractor's Signature Owner's /Agent's Signature MIMI ®flA BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 135 NW 20th Street Boca Raton, FL 33431 MIAMI DADE COUNTY, FLORIDA MBTRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this prat 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 dew by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity $fie Zone of the Florida Building Code. DESCRIPTION: Mission 'S' and Espanam Mission Concrete Roof Tile • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo* thy; state and. • • . following statement: "Miami Dade County Product Control Approved", unless otherwise no%d fierein. .• • RENEWAL of this NOA shall be considered after a renewal application has been filed and ttiese'has bkri fte 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 chair ifz4he materials, use, and/or manufacture of the product or process. Misuse of this NOA as an entlimenTat off ► 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 consists of pages 1 through 6. The submitted documentation was reviewed by Frank Zuloaga, RRC • NOA No.: 02- 1205.04 Expiration Data 12 /16/07 Approval Date: 01/02103 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Cater Roofing Sub- Category: High Profile Roofing Tiles Material: Concrete 1. SCOPE This renews a system using Monier Lifetile Mission 'S' and Espana'' Mission Concrete Roof Tile, as manufactured Monier Lifetile LLC 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 by Test Product ADDlieaut Dimensions Specifications Description Monier Lifetile LLC 1 =16W PA 112 High profile, interlocking, one -piece, 'S' Mission 'S' Tile w = 13" shaped, high-pressure extruded concrete roof Ya" thick tile equipped with two nail holes.. For direct deck or battened nail -on, mortar set or • • • • • • adhesive set applications. ; • • . •••• Monier Lifetile LLC L =17" PA 112 High profile, interlocking, oit6- piece, 'S'' • Espana Mission Tile W =12 3/8" shaped, high- pressure extrilde'dMncreteroof %2" thick tile equipped with two nainViler For direcf deck or battened nail -on, n r su t or •, , • • • adhesive set applications. .. • Trim Pieces 1= varies PA 112 Accessory trim, concrete r of pieces foi'usd' .' w = varies at hips, rakes, ridges and vest uinations. varying thickness Manufactured for each tile'pro e. ❑ • • • • • • 2.1 SUBMITTED EVIDENCE: Test Auencv Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies • •••• • • • .. • ••• • Test Identifier TALL. ate 7161 -03 Static Uplift Testing Dec. 1991 Appendix III PA 102 & PA 102(A) 7161 -03 Wind Tunnel Testing Dec. 1991 Appendix 11 PA 108(Nail -On) P0402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 PA 108 (Nail -On) P0631 -01 Wind Tunnel Testing July 1994 PA 108 (Mortar Set) NOA No.: 02-1205.04 Expiration Date 12/16/07 Approval Date: 61/62/03 Page 2 of 6 Test Agency Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 3. LIMITATIONS Test Identifier Test Nance/Revert IC- 1320 -94 25- 7688 -3 25- 7688 -10 25- 7688 -5 25- 7688 -4 520111 -3 520191 -2 -1 Calculations Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Physical Properties PA 112 Static Uplift Testing June 1996 PA 101 (Adhesive Set) July 1996 PA 101 (Mortar Set) Static Uplift Testing June 1996 PA 102 (3" Headlap, Nails, Direct Deck, New Construction)❑ Static Uplift Testing June 1996 PA 102 (4" Headlap, Nails, Clips) Static Uplift Testing PA 101 ate Feb. 1995 Dec. 1998 March 1999 Aerodynamic Multiplier March 1999 Two Patty Adhesive Set April 1999 System 25-7183 March 1995 25 -7094 February 1996 25 -7496 April 1996 25 -7584 25-7804b-8 25- 7804 -4 & 5 25- 7848 -6 • Desencber 1996• ." .• • • • • • •••• • • .... • .... • • •••• •• • • • • • • • • .... 3.1 Fire classification is not part of this acceptance. • 3.2 For mortar or adhesive set tile applications, a static field uplift test sha l be performer in accordance with RAS 106. •••• 3.3 Applicant shall retain the services of a Miami-Dade County Certified Labatttorq to perkain quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted td • 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« 02- 1205.04 Expiration Date: 1206101 Approval Date: 01/02103 Page3of6 4. INSTALLATION 4.1 Monier Lifetile Mission 'S' and Espana"' Mission Concrete Roof Tile and its components small 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 Weigh (W) and Dimensions 0 x w ) The Profile Weight W (tbf) Length (ft) Width -w (ft) Monier Lifetile Mission 'S' 9.1 1.38 1.08 Espana'"" Mission Tile 9.79 1.42 1.03 Table 2: Aerodynamic Multipliers - X (ft) Tile Profile 74 (ft3) Batten Application X, (ft3) Direct Deck Application Monier Lifetile Mission 'S' and Espana'' Mission Tile 0.262 0.284 Table 3: Restoring Moments due to Gravity - Mg (ft4bf) Tile Profit 3 ":12" 4 ":12" 5":12" 6 ":12" r:12" or greater Monier Lifetile Mission 'S', EspanaTu miissicn Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct DeGk . 7.77 8.34 7.85 8.20 7.49 8.03 7.30 7.83 • • 7.10 • • •• • 7S.. • •.• •_•• Table 4: Attachment Resistance Expressed as a Moment -Mt (MO. • for Nall -On Systems .•••• •••• Tile Profile Fastener Type Direct Deck (min 15!32" PlYw ) Direct Detie • (min.19M Phi► ... BatteW • : .:."• ' •. 19.4". Monier Lifetile Mission's'. Espana Mission Tile 2-10d Ring Shank Nails 28.6 41.2' 1 -10d Smooth or Screw Shank Nail 5.1 6.8 4 • - .. , 2.8' • • 2 -10d Smooth or Screw Shank Naiis 6.9 _ 92 _• • 71 • • 1 .#8 Screw 20.7 20.7 18.1 • 2 .#8 Screws 43.2 43.2 29.8 1-10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2-10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 NOA No.: 02- 1205.04 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 4 of 6 Table 5: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifeille Mission 'S'. Espana" Mission Tip Adhesive 29.3` 1 See manufactures component approval for instaflalon requirements. 2 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per ply 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mt (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Mission W. Espana Mission 'file Polyfoam PolyProm' 66.53 P�yfoam PoiyPra'" 3$.74 3 Large paddy placement of 63grams of PolyProl". 4 Medium paddy placement of 24grams of PalyPro'"". Table 5B: Attachment Resistance Expressed as a Moment - M,(ft -ibt) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetde Mission W. Espanana Mission Tile Mortar Sete 14.5••• • • • _.... • •••• • 5 Tile -rite Roof Tile Mortar. • _ _ - _ 5. LABELING • • • • • •••• •••• • • • • • . • •••• •••• All tiles shall bear the imprint or identifiable marking of the manufacturers. ray or loo, os following statement "Miami Dade County Product Control Approved ". • • • • ••••• 6. BUILDING PERMIT REQUIREMENTS • • • • • •••• • 6.1 Application for building permit shall be accompanied by copies of the owing: • • foll •••• • 61.1 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.: 02- 1205.04 Expiration Date 12/16/07 Approval Date« 01/02/03 Page 5 of 6 PROFILE DRAWINGS MONIER LIFETIME MISSION 'S' CONCRETE ROOF TILE • • • •••• • • • •• • • • • •••• •• ••• 1.• • • •• • • • • • • • ••••• • • • •••• • • •• • • • • •• • •• • • • • • •••• • • • •••• • • • • • •• • ••• • • • • • MONIER LIFETILE ESPANA"! MISSION CONCRETE ROOF TILE FIND OF THIS ACCEPTANCE NOA No.: 02- 1205.04 Evil' idea Date: 12/16(07 Approval Date: 01/02/03 Page 6 of 6 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam.Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2900 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This' product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® A11160 • • • ..•• • • •. • • • RENEWAL of this NOA shall be considered after a renewal application has been filed and• harr•has bu'eh'ii8' change in the applicable building code negatively affecting the performance of this products • • TERMINATION of this NOA will occur after the expiration date or if there has been a revfsien or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an enddf "ant of 41131 . • . product, for sales, advertising or any other purposes shall automatically terminate this NOS. 'Failure to coMpl5r 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, F:1904 ,:and fialliVeil by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then'It;iall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01 -0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by Jftrge L. Acebo. NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04113/06 Page 1of7 ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Ate. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications Polypro® AH160 N/A TAS 101 Foampro® RTF1000 N/A ProPack® 30 & 100 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 currht.Nih4 whi.fi. 6 list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: P Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E96 ASTM D 2126 ASTM D 2856 • ••••' • Results • • • •• •• • • •••• • • ••• •• • • • • •• • 1.6 lbs. /f.' • 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 ® -00° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% •••. • • • •••• •• • ••• • • • •• Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 2 of 7 • • • • • • • • •• • • • • EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12116/96 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 0I- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10-1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 •••• • • 520109-7 • • • • • •••• 520191 -1 TAS 101 03/02/91 • • • 520109-2-1 • LIMITATIONS: • • • •••• •••• • • • • • • •••• •••• • • •• • • • • • • 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile ?;s'semoly for fire' • • • rating. • • • • • •••• • • • • • •••• • • 2. Polypro® AH 160 shall solely be used with flat, low, & high tile profiles. • • • • •• • ••• • • • •• 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their the assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. /1 F' w t2', F'= MS NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04/13/06 Page 3 of 7 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the of Polypro® A11160 shall provide sufficient attachment resistance, expressed as an uplift system, to meet or exceed the uplift resistance determined in compliance with Miami Dade Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® A11160 has been dispensed. 9. Polypro® A11160 placement and minimum patty weight shall be in accordance with the Placenlddt• •. Details' herein. Each generic tile profile requires the specific placement noted herein. • • • • • • • •• • • • • Table l: Adhesive Placement For Each Generic Tile Profile• • . • • • • Two Pad MVeighti per p4ddz. . (grans). • Tile Profile Placement Detail Single Paddy Weight Min. (grams) Flat, Low, High Profiles #1 35 1411V : High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan NIA • •' Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 LABELING: Atl Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. • • • • • ••• • • • O. • • • • . • ••• • • • • • • • a • • • •• NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY • • •• NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 • •••••• • • • • • • ••••• • • • • • •••••• • • ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY • • • • •••• • • • • •• • • • • • • • • • • •••• •••• • • • • • • • •••• •••• • • •••••• •• • • • • • • •• •• •• • • • • • • • • • • •••• • • • • •••• • • • • • •••••• •• • ••• • • • • • •• NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04/13/06 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Single paddy under Ere SIngle paddy beta:sena 2 n.xnamed= sin paddy eave terse *My Skildle Pad* between tie on top of Coosa EareCtosure 21n.xTtuned= eke F raveonly END OF THIS ACCEPTANCE tar, • • • • • _• • s • • • • • • • • •••• •••• • • • • • • •••• •••• • • •• • • • • • • •• •• •• • • • • • • • • • •••• • • • • •••• • • • • • •• • ••• • • • • • •• NOA No.: 06- 0201.02 Expiration Date: 05110/11 Approval Date: 04/13/06 Page 7 of 7 r' yRUn.niNG CODE COMPLIANCE OFFICE (11CCO) PRODUCT CONTROL DIVISION NOTICE 01? ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 ML( WDADE COUNTY, HCk1DA ME T*O -DADR FLAOLER BOLDING 149 WEST FLAMER STREET, SUSI 103 MIAbU, FLORIDA 331341313 (305) 373 -2901 FAX (103) 375 -291* Ikon: 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 C m nittc• to be used in Miami Dad.. CIAInty aud s.tlurr a,•b:re where allowed by the Authority Moving Jurisdiction (AH'1). 'I his NOA shall not be valid after the expiration dale stated below. The Miami -Dade County Product Control Division an Miiami Dade County) and/or the ANJ (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 AH1 may immediately revoke, modify, or suspend the use dime's 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 requireaoonts of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane /.ono of the Florida Building Code. DESCRIPTION: GAF %there'd® Modified Bitumen Roof System for Weed Decks. LABELING: Bach unit shall bear apernranent label with the manufacturer's name or 10» city, stale Goa. following statement: "Miami -Dade County Product Control Approved ", unless otherwise ppnct herein. • RENEWAL of this NOA shall be considered after a renewal application has been filed ansldkere has been no change in the applicable building code negatively affecting the performance of this proJuett• • • • • .•• • • •••• •••• •• • • • •• • • •••s • ••••••. TERMINATION of this NOA will occur after the expiration date or if there has been a revts%n or change: in the materials, use, and/or manufacture all= product or process. Misuse of this NOA as an epdorsgnent ofraag product, for sales, advertising or any other purposes shall automatically terminate this NQA. Failure t8cxusaPly • with any section of this NOA shall because for termination and removal of NOA. • • • ' • ••• • • ADVERTISEMKNT: The NOA number preceded by to 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 time Building Official. This NOA renews NOA #02- 0108.10 and consists of pages 1 through 31. The submitted documentation was reviewed by Frank Zuiaaga, RRC.• NOA No 03- 0501.02 Expiratlos Data 11/06/08 Approval Date:10,2.s/03 Page 1 or 32 • • • • ROOFING SYSTEM APPROVAL Catcstorv; Roofing Sub- Catmint; SBS/APP, Modified Bitumen ftslaton Wood MaximumDetdeu Pressure 7S psf Ore Classificadotu See Genetal Limitation *1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANTS TAIN.1t 1 Prednei CAI' Asplxtit Corsrcte Primer (Wrists 307 Primer) GAP Mineral Shield® Granules GAP WeathetCoat® Emulsion (Watling Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (Matrix'M System Pro Aluminum Roof Coating Fibered 301) GAF Ietblack All Weather Plastic COMM (MatrixTu Standard Wet/Dry Roof Cement 204) GAFOLAS #75® aAFGLAS #80 UltimaTM Buse Sheer; GATOLAS Flex PIyTM 6 GAPOLAS Ply 40) GAFGLAS®Mincral Surfaced Cap Sheet GAMMAS® STRATAVEVT® Eliminator Perforated anglake 5, 55 gallons 60 lb. Baba 100 lb. lap S gallons 1, 5 gallons Test Sueelficatiog ASTM D 41 ASTM D 1863 ASTM 1227 ASTM 13 2824 1, 5 gallons ASTMD 3019 ASTM D 3409 39.37" (1 meter) Wide 39.37' (1 ureter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37' (I meter) . Wide 39.37" (1 meter) Wide ASTM D 4601 ASTM 1.)4601 ASTM I) 2178 ASTM D 2178 ASTM1) 3909 ASTM 133672 ASTM D 4897 Product ihscriotiog Asphalt cunctete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAP Mineral.Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. Fibered aluminum coating. • • • • .••• • • • .. • • • Refuted asphalt biettTibl9r*tth a mineral stabilizer and fibers: reimita adhrlilcj to wet and dry surfaees. Asphalt unpregnated.ynfdcdat glass . • • mat base sheet. • Asphalt impregnated nd'coated. , • • • • fiberglass base sheet: • •, • •'• • • Type VI asphalt impregnated glad felt with asphalt coating. Type IV asphalt lrnpregnated glass felt with asphalt coating. Asphalt coated, glass filar mat cap sheet surfaced with mineral granules. Fiberglass base sheet reatexl on hath sides with asphalt. Surfaced on the bottom side with miners! granules embedded in asphaltic coating with factory perforations. .• NOA No: 034501.03 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 2 of 32 MAW GARIT AS® Flashing CAFGLAS® ST11ATAVENT® Eliminator Perforated Nailabia RUBEROID® SBS Heat - WeldTm Smooth RUDEROID® SBS Heat - WeWTw Granule RUIEROID® SBS Heat - We1dTx 170 FR RUBEROID® S13S Heat WeIcfru PLUS RUBIIRO1D® SBS Beat - Weld PLUS FR RUBEROID Modified Base Sheet RUBEROIDO Modified Bitumen Adhesive RUHRROID® SBS Heat- Welting 25 Rubcroid® Mop Granule • RUBEROID MOP Smnouth RUIIEROID MOP PLUS RUIIEROID MOP 170FR RIII3EROID MOP FR RtJI3 BROIL) TORCH Smooth Dimension" various 39.37" (1 meter) Wide 1 meter (39.37") wide 1 meter (39.37') wide 1 meter (39.37") wide 1 meter (39.37") wide 1 meter (3937') wide 39.37' (1 meter) Wide 5 gallons 1 meter (39.37") wide 39.37' (1 meter) Wide 1 sq. roll 87 Ibs. 39.37' (1 meter) Wide 39.37' (1 meter) Wide 39.37' (1 meter) Wide 39.37' (1 meter) Wide Teat Specification ASTM D3672 ASTM D 4897 ASTM D-6164 ASTM D -6164 ASTM D -6164 ATM D -6164 ASTM D -6164 AS'I'M 14601. Type II, UL Type 02 BUR ASTM D 3019 Type M ASTM D -6164 ASTM D 6222 A STM D 5147 AVM]) 6298 ASTM D 5147 ASTM 1) 6164 ASTM D5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTi[ D 6222 ASTM 1) 5147 Product ihmuti n Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass bate sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer-modified asphalt and smooth surfaced. Non -Woven Polyester out coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non-Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non Woven Polyester mat coated with fire retardant polymer modifiers asphalt and surfaced with mineral granules. Ptmmium glass fiber reinforced S1ly- modified base sheet Fiber reinforced, rubberized Adhesive• • . • •.•• Non -Woven Polyester tit coated 640.:. polymer- modified asjflf 1CSfd smooth surfaced. Non -woven polyesteraunt: eted w�i • polymer modified asppi tmft surface; . with mineral granules* .' ..' • ..' . • Non-Woven polyester :untreated with • polymer- roodifi•xd asphalt ant snx,oth• • • • surfaced. • • •••• Non -woven polyester not cord w fh' polymer modified asphalt and surfaced •' with mineral granules. Non Woven polycter mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Nun- Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral gruuulcs. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. • NOA No: 034S01.62 Expiration Date: 11/0V08 Approval Date:10/23 /6?3 Page 36(32 RUBEROID TORCA Granule RUBEROID TORCH PLUS RUBEROID TORCH FR RUBEROID 1701.8 TORCH R uberoid® 20 Ruberoid® 30 Rubcruid® 30 FR RUHEROID® ULTI4ACLAD SBS RUBEROIDQB Dual FR. Vent Stacks (metal and plastic) GAP' Aluminumfmuisitnt GAF Aluminum Roof Paint (MatrixTU System Prn Aluminum Roof Coating Fibered 302) GAF Built -Up Rooting Asphalt RUBEROID MOD Asphalt, Asphalt 1. & Asphalt P Shingle- Mate T1 Undcrlaymcnt Tike -Mate Modified Ease Sheet DimenssIonrt 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 enter) Wide 39.37" (1 tartar) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (t meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter). Wide 5 gallons 5 gallons 100 Ib. cartons, bulk 601b. lugs 4 sq. roll 30 lbs. iS sq. roll Teat Soedfleatioq ASTM D 6222 ASTM D 51 Product Descsrinttoq Heavy duty. polyester reinforced, aspinit 47, modified bitumen n m bran, granitic surface. Heavy duty, polyester reinforced, aspluk 7 modified bitumen membrane, granule surface Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fine retardant asphalt Inodiiied bitumen membrane, granule surface. SBS modified asphalt base sheet reinforce with a glass fiber mat. Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non woven fiberglass mat coated with fire retardant, polymer modified asphalt and surfaced with minend granules.* Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymeg • • • , modified asphalt anctsur(stted with' • • • mineral granules. • • • • • • One -way valve vent tlstt2gto•relleve built - up pressure within thrplit system.,., OAF Vent Stacks arrimil sble in tlw . t, • or plastic. ASTM D 6222 ASTM D 514 ASTM D 6222 ASTMD5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTMD5147 ASTM D6163 ASTM D5147 ASTM D 6298 ASTM D 5147 ASTM D 6163 AST'M D 5147 ARTMD6I64 ASTM D 5147 PA 100(A) ASTM D 1929 ASTM D 635 None ASTM D2824, Type 1 AS TM 1)312, Types 1;11.1II and 1V ASTM D 514 .. • Mineral colloidal bitun?nan's cmuitsie •' with reflective aluminuostifl tes • Non- fibered. Alumimfm pigments$,• • • •, asphalt road coating • •••• •• • ••• • • • .. Interply mopping and surfacing asphalt SEBS modified asphalt Fiberglass reinforced shingle underlaynient S13S modified asphalt base sheet and interply sheet reinforce with a glans fiber mat We underlayment NOA Na: 03- OSO1.02 Espiratfan Date: 11/06/08 Approval D:dte10/I3/63 Page 4 of 32 • • • • • •..••• • • • • • • • • • • Tile -Mate Modified Cap Tile-Mate Modified Cap .Plus TopCeot® Surface Sea! SB (Matrix 602 SB Coating) GAF WeathcrCotee MB+(Matrix 715 MB Coating) TopC.nat M11+(Matrix 715 MB Coating) WcathcrCotem (Matrix 531 WeatherCote® Blastomeric Flashing Grade) Matrix Low VOC Matrix 101 System Pro Sl3S Adhesive (Ruberoid ®11113) Matrix 201 System Pro SEW Flashing (RubexoideMB) Matrix 102 Select SI3S Adhesive (Ruberoid ®,1413) Matrix 202 Select SITS Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Grade . Plastic Cent Matrix 103 Cold Adhesive Matrix 303 Select Fibeeed Aluminum Matrix 304 Select Non - Fibered RUB13ROJD4D Modified Bitumen Adhesive Dimens1o, 1 sq. roll 103 lbs. 1 sq. roll 102 Mc 5 gallons S gallons S gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons S gallons Tut Soeclflcatlon ASTM D 5147 Product andr Non -woven polyester mat coated with polymer modified asphalt and surfaced with minenl granules the uaderlaymest. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and surfaced d with mineral granules tile underlaymed. Surface coating for smooth surfaced asd mineral surfaced roofs. Surface coating for smooth surfaced asd mineral surfaced roofs ASTM 1)3019 ASTM D3019 ASTM D3019 ASTM D4586 ASTM D4586 ASTM D4586 As "rM 03019 ASTM D 2824 ASTM D2824, Type 1 • ASTM D 3019 Type in Surface coating fur smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified SEBS Asphalt Adhesive Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modjfied,rSEBS /tit' Adhesive. • • • •• • • • Cold Applied Modified SEBS NAT Adhesive — Flashing drat*. Standard Plastic Aaj1ndt poring • • • . Cement Standard Plastic A3gflfa1f lrtoofing" .' • Cement Caulk Grade. • • • • • . Cold Applied Aspic t'A 4tesive...,. Fibered alumiuum goatigg. • .... • • •••• •••• • • • •• • ••• • Non -f baud. Aluminum pigmented, • asphalt roof coating. Fiber reinforced, rubberized Adhesive NOA Yo: 43.551)1.02 lsxpIr tlo Date: 11Ai6/US Approval Date:1043M Page 5 ut 32 • ' ` APPROVED INSULATIONS: Product Name GAFI'EMP Isotherm R, RA, RN & Composite` FyGuasd RA OAFTEMPS Composite A & N (BAMCA)GAFIEMPdI Fiberboard c3AFrEMP® Pennalits CIAFTEMP GAFCANT?n GAFFI=.MP Permalite Recover Board OA1-17MP GAFEDGEN Tapered Edge Strip (BMCA) GAPTEMP® High Density Fiberboard UMCA EucvgyOuard, RA BMCA Composite EnergyGuard, RA PYROX 'White Line ACFu:un 1.11 & Composite ISO 95+ ISO 95+ composite UPS Woad Fiber High Density Wood Fiberboard Peflit/Urethane Composite Pcrlitc Insulation Dens Dock E'NRG'Y -2 & K'NRO'Y -2 PLUS, Ultra(iard Gold TABLE 2 Product Description Polyisocyanurate foam insulation Polyi ocyanuate foam insulation with high density fiberboard or Pernuilite partite insulation. Fiberboard insulation. Polite insulation board. Cat perlite board Peeiite recover beard Tapered partite board High density wood fiberboard insulation. Polyisocynuratc foam in sulatien Polyisocynurate/wood fiberboard composite Polyisocyinurate foarn insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate/perlite ridged insulation Extruded polystyrene insulation Wood fiber insulation board Wood fiber insulation board Perlite / urethane composite board insulation Periite insulation board Water resistant gypsum hoard Polyisocyanurate fcxnu insulation Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. OAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. OAF Materials Corp. BMCA BMCA Aphoducta; Ca. Apgcj ducts Cp, Atlas • l• Prod • • • ey Fure a Buiidhjq •; • htickels, Inc. • Fiitstdha Buildug.. groducta, Inc'... • • . • • • bee nic • • • • • • • Generic Generic Generic generic G -P Gypsum Corp. Johns Manville NOA No: 03.0501.02 Expiration Bodo 11/06 /00 Approval Drto:10R3/03 Page 6 or 32 • • ...••• • • • • APPROVED INSULATIONS: Product Name FiberGlass Roof Insulation ISORoc Structodek Multi -Mat & FA Paroc Base Board Paroc Cap Board APPROVED FASTENERS: TABLE 2 Product Descriptloa Glass fiber/M'uneral fiber insulation Polyisocyanurate foam / rockwool composite insulation Wood fiber insulation board Polyisocyanurate roof insulation Rockwool insulation Fastener Product Number Name 1. OAPTITE® (Drill -Tec ®) #12 Standard A #14 Heavy Duty Roofing Fastener 2. GAFITTE® (Drill -Tec ®) ASAP 3. CAMEO (Drill -Tec®) Base Sheet Fastener and Plate 4. Galvalume Plates (Drill - Tec® Metal) 5. Polypropylene Plates (Drill -Teel) Plastic) 6. Dekfast Fasacncrs #12, #14 A #15 • 7. Dekfast Hex Plate 8. Dekfast Lock Plate 9. #12 Roofgrip Pasteners 10. Metal Plate 11. Gearlok Plastic Plate 1� Glas fast Fastener TABLE 3 Product Description Manufacturer (With Current NOA) Johns Manville Johns Manville Masonite:. RMax, Inc. Partek Inc. Manufacturer Dimensions With Current.NOA) Insulation fastener for GAF Materials Corp. steel. wood & concrete decks. ' Pre - assembled GAFTITB GAF Materials Corp. Fasteners and metal and plastic plates. Base sheet fastening assembly. Round galvalume stress plates. Round polypropylene stress plates. Tnsulatian fastener for wood, steel and concrete decks Oalvaluine lux stress plate. Polypropylene locking plate. Insulation fastener for wood and steel.. Oalvalume stress plate. 3 " and 3'W 3" and 314" 2 7/ll" x 314" 3 "x344" 3" round 3" square Polypropylene round plata 3.2" Insulation fastener assembly with recessed plastic plate GAF Materials Corp. • • • •••• • • • gareria)s eth. • • GJ Materials Cost Cbrgtntion Iest n rs • • • • • * • •• •• Inc •• • • 4• • nsaruction I f ne a • • • Inc. Construction Fastes;e • s • Tne. ITW Buildex Corp. ITW Buildcx Corp. ITW Buildcx Corp. Julius Manville NOA No: 03. 0501.02 Expiration Date: 11Aud/08 Approval Dale :IWZ1/03 Page 7 of 32 • • • . APPROVED FASTENERS: 3 Fastener Product Number Name 13. 14. 13. 16. 17. 18. 19. 20. 21. 22. 23. Olympic Fastener 012 & *14 Olympic Fastener ASAP Olympic Polypropylene Olympic G -2 Olympic Standard Insul -Fixx Fastener maul -Pin S Plate Insul -Figs P Plate Tn Fast Tru -Fust Plates Tru -Fast Plates EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. Factory Mutual Research Corp. Trinity Engineering PRI Asphalt Technologies, tnc. MT of S. FL MT of S. FI. TABLE 3 Product Description Insulation fastener Pre- assembled Insulation fastener and plate Polypropylene plastic plate 33" round galvalume A735 steel plate 3" round gaivalume AZSO steel plate Insulation fastener for steel and wood decks 3" round galvahurze AZSO steel plate 3" round polyethylene stress plate Insulation fastener for steel and wood desks 3" round galvahune AZ55 steel plate Polyethylene plastic plate Test Identifier Cuzrcnt Insulation Attachment leeguitements FMRC 4470 - PA 114 Wind Uplift PA 114 GAF - 020.02 -01 02-005 02 -0(4 Manufacturer Dlmenaloos (With Current NOh ) Olympic Manufacturing Group, Inc. Olyzizpic Manufacturing Group, Inc. 3.25" round Olympic Manufacturing Group, Inc. 15" round Olympic Manufacturing Group, Inc. 3" wuuzut Olympic Manufacturing Croup, Inc. SFS/Stadler 3" round SFS/Stadlut 3" round SFS/Stadler The Tru -Fast Corp. 3" round The Tru Nast Corp. 3" round The Tru -Past Corp. Descrintion FMRC 1996 J.L 1B9A8.AM J.I. 3D4Q2.AM 4483.04 97 -1 ASTM D 4977 TAS 114 TAS 114 • • • • • • •- • • •••- • • • • Vet • •••• •••- •••••61.01.$6•••• •• • • • • • •• •• •• • •••••09.01.97 • • 64.30.97 • .16.06.97••- •• • ••• • 02.01.02 • • 01.18.02 03.22.02 NQA No: 0.1.0501.02 Expiration Date: 11/06/05 Approval Date :lW2. : /03 Page g 4'32 APPROVED ASSEMBLIES Membrane Type: SBS Deck Type U: 'Wood,Insulated: Deck Descri iioti: -- _ - -- i� /32r or greater plywood or wood plank System Type A (1): Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 ACFoam -I ENRGY 2, GAFTEMP® Isothe R, ENRGY 2 Plus, GAFTEMP Isotherm RA, GAFTEMP Isotherm RN, GAFTEMP Composite, GAFFEMP Composite A, GAFTEMP CoMPo" site N; ISOROC, BMCA EnergyGuard, BMCA EnergyGuard Composite, EnergyGard ISO, EnergyGuard RA Composite, EnergyGuard RA Mlnimum 1" thick N/A N/A Wood Fiber, GAFTEMP® Fiberboard, BCMA High Density Wood Fiber, GAFTEMP® High Density Wood Fiber, GAFTEMP Recover Board Minimum W' thick N/A N/A Faroe, Periite, GAFTEMP® Permalite Minimum 3/" thick N/A Fiberglas Minimum 15 /16" thick N/A WA* • • •••• • • • • •. • • la. • • • • • • Note: All insulation shall be adhered to the anchor sheet in full mopping of approvai hot asphalt • • within the EVT range and at a rate of 20 -40 lbs/100 ft2. Please refer to Roofng Application . • • • • • Standard RAS 117 for insulation attachment. Insulation listed as base layer miry be used • , • only as base layers with a second layer of approved top layer insulation installefi atthe final • • • • membrane substrate. Composite insulation panels may be used as a top layer pt'4d kith the • ' • polylsocyanurate side facing down. GAF requires either a ply of GAFGLAS STRATAVEN'IW' • Eliminator Perforated laid dry or a layer of GAFTEMP® PERMALITE or woellliber eve:by • • • board on all isocyanurate applications. • • • • Anchor sheet: GAFGLAS #80 Uitimam Base Sheet, STRATAVENT® Rliminator Perforated Nailable Base Sheet, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- WeldTM Smooth or RUBEROID SBS Heat-Weld 25 base sheet mechanically fastened to deck as described below; Fastening GAFGLAS® Ply 4 ®, GAFGLAS Flex PlyTM 6, GAFGLAS #75 Base Sheet or any Options: of above Anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure -45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex PIylm 6, GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -Tec (GAFI=TTE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum :design Pressure -45 psj, See iienerui i.4miiitiwn ft;) Utirtillato 1'AL." i aJ - • ... __ __ .. NOA No: 03- 0501.02 Expiration Date: 11/06108 Approval Date:10/23/03 Page 9 of 32 GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with approved annular ring sh nk 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 ,a4 j - General limitation #7) J. S ; : • -_ • any of above Anchor sheets attached to deck with Drill -Tec (` sA1,1'11`L) #12 or #14 Screws and 3" 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 psf, See General Limitation #7) Any of above Anchor sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Tec (GAFTITE) 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) GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill-Tec (GAFTITE) #12 or #14 Screws and 3" 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 psf, See General Limita on #7) Base Sheet: (Optional) Install one ply of ,4FGUA�®„ 5, GAFGLAS #80 ULTIMATm Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS Flex Flynt 6, GAKILAS STRATA Eliminator Perforated (laid dry), RUBEROID Modred Base Sheet, RUBEROID MOP Smooth, RUBEROID® 20, RUBEROID SBS Heat.. Wetdrm Smooth or RUBEROID SBS Heat -Weld 25 directly over the top la'yerAr insulation. Adhere with any approved mopping asphalt applie I.wrthin the EVT. range and at a rate of 20-40 lbsisq (see Gentr.1 Limitation #40 • • • • • Ply Sheet: (Optional) One or more plies G,. A . fi r 4(13 GAPGLAS F'1eX Ply 6 sheet, GAFGLAS #80, RUBEROID MOP Smooth RUBEROlD® 20'hihhsed in &W1. mopping lbs.sq. r • • • • • • Membrane: One or more plies of RUBE .OID® 20, RUBEROID 30, RUBBQ� 30 FR • • • • RUBEROID MOP Smooth, AuberoiA .MOD 174 F$ Ruberoi$® MMp Grapple,. • RUBEROID MOP PLUS, R 3BB1t©i D-MOP ,- RUBBROII3 ULTR.AACL tom,' • • or RUBEROID Dual FR fully adhered in an approved asphalt It am 4plica4Zivn rate of 25 lb. /sq. ± 15%. • • Surfacing: (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following. 1. Gravel or slag applied at 400 Ibfsq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 60 lbisq. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lbisq. ± 15%, 3. GAF Weathercote® MB +(Matrix 715 MB Coating), Applied at 1 to 1.5 galJsq. 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5 gal. /sq. Maximum Design Pressure: See Fastening above. /n� NOA No: 03- 0501.02 Expiration Date: 11/06!48 Approval Date:10 /23/03 Page 10 of 32 • • • NET SIsPAADion From: sdmirisibat41r To: Fax63QS- 883-0545 Dale: 1111212009 Time: 8:12:04 PM Paso 30 o143 Membrane Type: Deck Type 1: .SBS 'Wood, Non - insulated Deck Descripfan: 19/32x' or greater plywood or wood plank System Type E -2: RUDER 011,0- T•il&Unde layment, Base Sheet mechanically-attached All General and System Limitations shall apply. ----- Anchor sheet: Ply Sheet: Membrane: Maximum Design Pressure: MAXIMUM Slope: 1 • 1 n14.7.40 GAFGLASS #80 U11ima Base Sheet, RUBEROID® 20 base sheet or Tilc -Mate Modified Base Sheet applied with a minimum 2" side lap and a minimum 6"end lap. Base sheet may be applied at a right angle (90) to the slope of the deck with approved annular ring thank nails and tin caps at a fastener spacing of 6" o.c. at the 2" side lap, and two 12" o.c. staggered rows along the center of the skeet. (Optional) One. or more plies GAFGLAS PLY 449 Ply, GAFGLAS F1exP1yTM 6 sheet, GAFGLAS #80 U16nnaTu, RUBLROID MOP Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20140 lbs./sq. 4141•• • • • • •••• One ply RUBEROIDO MOP, RUBEROID® MOP PLUS, 1ttfitab1Dt9$BS • Heat- We1dTM Granule, RUBBROIDO SBS Reat We1eM PLUS; a Mate Modified Cap or Tile -Mate Modified Cap Plus. membrane ndar Applied at !! right angle (900) to the scope of the deck* adhered in a full mane of TypoW • asphalt applied within the EVT range and at a rate of 20 -401W. •Memb ne• shall be backnailed to deck with approved annular ring sbanh•> jjh Ind tYtfr, ,lb accordance to applicable Building Code. No nails or tin caps 0411 be exposed •••• *Membrane may also be installed parallel to the slope of theeroof e. strappitig5. If membrane is strapped, then anchor sheet and ply sheet mustiEso be strappt . Refer to tile manufacturer's NOA. Must Comply with Roofing.Application Standard RAS 118. RAS 119, RAS 120 and applicable Building Code. NOA. No: 03- 0501.02 Eupiration Date: 11/06/03 Approval DeteHl laYl3 Page 30 of 32 • • • • • 41.41000 • • • • • • • WOOD DECK SYSTEM LIMITATIONS: • . 1 A slip sheet is required with Pty 4 and Flea Ply rw 6 when used as a mechanically fastened base at anchor sheet. 2. Minimum 1/2" Dens Deck or yin Type X gypsum hoard is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. mire 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 he attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a fiat mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lb./sq., or mechanically attached using the fastening pattern of the top layer 3. All ssiurdanl 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 ntupptxl. If no recovery board is used the bue sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped S" ribbons in three rows, one at each sidclap 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 it minimum rate of 121U/sq. Notes Spot attached systems shall be llaalted to a maximum lIestgn pressure of -45 psi 5. Fastener spacing fur insulation attachment is based on a Minimum Characteristic Face (P) value of 275 Ibf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, ate belay 275 Ibf. insulation attachment shall not be acceptable. •••••• 6. Fastener spacing for mechanical auacluuent of anchor/base sheet or membrane attachment is on a minimum fastener msistsnce value in conjunction with the maximum design t►0ludlisterete le, a specific system. Should the fastener resistance be less than that requhr 1, as dealt fn'ed by the Building Official, a revised fastener spacing. prepared, signet and sealed by a F1•oncia lAegister l' a T.n enecr. Architect. or Registered Roof Cousultant may be submitted. Said revise ggtener seeks shalt utilize the withdrawal resistance value taken from Testing Application Stay 4 TAS 10„aq i calculations in compliance with Roofing Application Standard RAS 117. '..'.' 7. Perimeter and comer areas shall comply with the enhanced uplift pressure re�gerissoos•ents of these areas. Fastener densities shall be increased for both insulation and base sheet as•cateulatad•in compliance with Roofmg Application Standard RAS 117. (When this lirrritgtirug•jp specify referred within this NOA, General Limitation 69 will not be applicable.) • • • "'. 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs " shall conform with Roofing Application Standard RAS 111 and applicable wind load rrquiretnents. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, TIM extrapolation shall be permitted for euhauced fastening at enhanced pressure zones (i.e. perimeters, extended comas and corners). (When this limitation is specifically referred within this NOA, General Limitation il7 will not he applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 913-72 of the Florida Administrative Cede. • F.ND OF THIS ACCEPTANCE N()A No: 03- 0401.02 Frprlrallun Date: 11/06/08 Approval We:10123/03 Page 32 of 32 • • • • • • ••••• . • • • • • • • • 1 t ' • ' ' ROOFING SYSTEMS (TGFU)-- Continued • Bass Shut (Optional): One or more tayus Type GI, G2 a G. Membrane OM Of Mora layers of "Ruberoid tails" (sn h a "Ribero). "Ruberoid Torch Plus' (granule). "Ruberoid Mop (granule) Mop Pba' (granule). Coatings Nartuk Nor 97. 1.1/2 •3 gal/sq. 4. Decks C•1S/12 Indio: 1/2 Insulation: One Of more layers petite glass fiber, isocy.mrrate, urethane. partite /isucy►nurate composite. partite /urethane composite. phenolic. 1-1/2 in. min thickness (onset From plywood joints 6 in.). Pty heeto(Optional): One orrmuMTl+ yon 62 or GI. Membranes One or nwre layers of "Ruberoid Torch (smooth or granule). "Ruberoid Torch Plus' (granule). "Ruberoid Mop' (snuoslh or granule) or " Ruberiid Mop Plus" (granule). ssqq Surfacing' Karnak Ne. 91. 1-1/2 - 3 gat /sq. t S. Deck: NC iodine Base Sheet (Optional): One or mire layers of y)ae 61, G2 a G3. Membrane: One or mare layers of 'Ruberoid Torch (Smooth or granule). "Ruberoid Torch Mrs" (granule). 1 or Grundy Surfadna (_Optional): Kaiak "No. 97' or "169' at 1•3 gal/sq Ind. "20 F Emutsiun" at 3 gal/sq, UncHnes 1/2 6. Dads: C-19/32 rlite, lass fiber, 3/4 in. min, Insulations One or more layers pe • 9 isocyanurate, urethane, pertite /isocyanurate composite. par i ite /urethane composite, phenolic. 1.1 /2 in. min. Ina Sheet (Optional): One or more layers of Type 61, G2 or 63. e: Membran One or more Leans d "Ruberoid Torch (smooth or granule). 'Ruberoid Torch Plus' (granule). "Ruberoid Mop' (smooth or granule) a " Ruberoid Mop Plus' (granule). Surfacing: Gravel. Incline 1/2 7. Oulu C -1S/32 Insulation (Optional): One or more layers partite, wood fiber, glass fiber. isnnyanurate, urethane, pedite/isocya:wrate composite. er te/ urethane composite. wood fiber /isocyanurate composite. pheno Bass Sheet: Two or more layen of Type G2 or G3. Pty Sheet (Optional): One or more layer of Type 61. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule). "Ruberoid Torch Plus" (granule). "Ruberoid Mop' (smooth or granule) or "Ruberoid Mop Plus" (granule). ss c Surfacing: Karnak No. 97,1 -1/2 - 3 gI clqq or navel. • Dedn NC • .r Insulations One or More layers partite, glass fiber, 3/4 in. min. isocyanurate. urethane, perlite/isacyanurate composite, perlite /urethane • composite. phenolic. 1 -1 /2 in. min. Bane Sheet (Optional): One or more layers of Type c,1. G2 or G3. • Membrane. One at more layers of "Ruberoid Torch" (smooth or granule), • •• "Ruberoid Torch Plus' (granule), "Ruberoid Mop' (smooth or granule) or 'Ruberoid Mop Plus" ( grantee). �• . Surfadn 'Al MB Aluminum Roof Coati a at gal/o4. .' Decor C -15/32 ctt Insulation (Optional)" One or more layer partite. glass fiber. 3/4 in. min, isocyanwate, urethane, petite/isocyanurate composite. petite/ urethane composite. phenolic. 1 -1/2 in. min. Base Sheet: One or more layer of Type G2 "GAFGLAS 1179 Base Sheer. hot mopped or mechanically %.stated iGptaCe. Ply 4 ". hot mopped Ply Sheets One or more layers of Type 61 in place. • Membrane: "Ruberoid Mop FR" (granule). , • • ' Surfadnnqg (Optional): GAF Flailed Aluminum Coating at 1 -1 /2 gal/sq or GAF Weather Coat Emulsion at 3 9al/sg 10. Della C -15/32 incline h/: Insulation (Optional): One or mom lay pestle glass soli a petite/ 4 in. a min, isocyanurate, urethane, pe /isocY `•.:a' urethane composite. phenolic: 1 -1/2T in. 62 `GAFGLAS 675 Base Sheer, • i ;1 , Base Sheet: One a more layers of Type hot mopped or mechanically fastened in place. • ''a Ply Sheets One a more layer of Typo 61 "GAFGLAS Ply 4 ", a "GAFGLAS ��' Ply 6' hot mopped in place. �:�'�: Membrane: "Ruberoid torch FR' (granule). to Surfacing (Optimal): GAF Fibened Aluminum. Coating at 1 -1/2 gal/sq or ri'y GAF Weather Coat Emulsion at 3 gaVsq. inn 1/2 ,i1. Deck C -15/32 Insulation fsucyanurste. Z in. ruin., wa.td fiber. Palate or Blase fiber% any thickness, het mopped or mechanically fastened in place. Joints offset 6 in. Ban Sheet: One or more layers of T pe G2 "GAFGLAS 476 Base Shaer, hot mopped or mechanically fastened in place. • • ply Sheet (Optional: Ora Of more layers of Type GI `GAFGLAS fly 4' or "P[y 6' hot mopped n place. • Membrane "Ruberoid Torch FR' (granule). • Surfacing (Optional): GAF Ftbered Aluminum Coating at 1 -1/2 gal/sq or ;GAF Weather Coat Emulsion at 3 gaVsq. , la ROOF COVERING MATERIALS (TEYf) • ROOF COVERING MATERIALS (TOM 134 ROORNG SYSTEMS (TGFU)•— Contiatred 12. Dada C -16/32 loch.** 1/1 Insulation (Optional) :Isacyanurate. polite or glass fiber. any thickness. hot mopped or mechanically fastened in place. Joints offset 6 in. ' Base Shenk One a mono layers of Typo G2 "GAFGLAS 616 Base Sheet • hot mopped or mechankally fastened in place: 4' a „My r. toot Ply Sheet One or mute Wets of Type 6l "GAFGLAS 14Y mopped in place. Membrane •Ruberoid Torch FR• (granule). at 1.1/2 OM or Surfadeg (Optional): GAF Iibernd Aluminum Coating GAF *inter Coat Emulsion 41 3 gal /se. 13. Desia NC • Incline: 1/2 Insrdatton (Optional): hocy..nurate, wood Vibe board. petite, pla�4 Wt. any thickness, hot mopped or mechanic ty Joints Wilt 6 in. OS Base Shoat ". Base Wet: (Inc qr mare layers d Type 62 'GAF hot mopped in ate. My Sheet OpNanal)s One or more layers rd Type 61 ''GAFGI AS Ply 4" or "Ply 6' hat mopped in place. Membrane "Ruberoid Teich FR" (granule). Surfacing (Optional): 'GAF Tibened Aluminum Coaling" at 1-1/2 gal/sq or GAF Weather Coat Emulsion at 3 galsq. 14. Dada NC • Indian 1/2 lguse Insulation (Optional): I.ocyanurate, wood fiber board. Polite. place. fibe4 thickness, hot mopped a mechanicaly Joints offset 6 in. Bus Sheets One ar more layers of "GAFGLAS 175 Base Sheet", hat mop* is place. • mop* (Opptional): One a more layers of "GAF 61.A5 Ply 4' or "Ply 6" hot mopped in piece. Membrane "Rubosnid Tench FR' (granule). • Surfxhaw (Optional): GAF Weather Coat Emulsion applied at 3 gat/sq nr " h GAF fibeied Aluminum Coating et 1-1/2 gaVsq. In 5. pecks C -1S/32 incline Insulation (Optional): PerUte, fiber glass, isocyanurete. urethane, perlite/ isocyarurate composite or phenolic. sheet, hot mopped Bus Sheet: (Inc or more layers Type G2 a y'3'5ii or mechanically fastened. • . 8_ era Typ'ee Gl•Fwt mopped j,}ti'Place. Ply Sheet (Optional): (Inc &uni&e ysrsTy e G ,ho Fm" (ramie • Membrane: " Ruberoid Mop jl'•N•"tlu Indies: i/2 " ") . Deciu C -15/32 liter • Insulation (Optional): Petit'$' AEI? Mass, isocyarfurate. urett / isocyanurate composite or phenolic, set 6 +e..tr join*? b sheet, hot Base Sheets (Inc or more t ,p1 Type ,�.I1. mopped or meehankaly fastened. r G i, het riaP'ped in Pty Sheet (Optional): One •dFiltdlayets tit .'�• • Ma .• •• • •• • •. •••. embranes One layer of "Ra kwiiti torch' a 1,4berofd Mop' smooth). Membrane (Inc layer of lubeoil Torch F8' or 'Ruberoid NoP i:r (9 (granule) Indinat•h • • 17. Dada RC Peelle. 6lier glass. •r inrete. . •' Insulation (Optional): uret an patite/is:eyarurate coraposite or . sheet. hot mapped or 63 baisi Base Web (Inc a more layers Type ar mocbanlcetly fastened. in place. Ply Swat (Optional): (Inc or mare Typo I. hotro pad 170 pt ce. or (granule). 16. One layer of 'Ruberoid I+FR' 18. Dedu NC Incline: 1/2 nurate. Insulation (Optional): Petite, fiber glass, wood fiber, isocya urethane. perlite/isocyanurate composite Of phenolic. Base Wet (Optional): Ora or none layers of type G -2 or 6 -3 base sheet. hot mopped Of mechanicaly fastened. c,-1. hot mopped in Pty Sheet (Optional): One a mare layers of Type plea One layer of "Ruberoid Torch" (smooth). 'Ruberoid Mup' (smooth). Membrane (Inc layer of "Ruheroid Torch FR". "Ruberoid Mop FR' ur 'Ruberoid Mop 170 FR' (granule). IncNna �2 19. Della NC ss fiber, Insulation (Optional): One a nanny layers of partite. 9te isogamete, method*. pertite/isa,"nurate rarnposite or phenolic. any B Sheet: t'ane or mare plks nil or 62, hot slopped co adhered with Karnak Che'ni• al Co. No. 8t" or ?iibsoa -Homan 'No. 6160 cold applied adhwsive at 1 -1/2 gal/sq. Membrane: Ora layer of "Rukerokl Mop FR' or "Ruberoid MOP 170 FR" iriramte), hot mapped or adhered with Karnak Cheasical Co. "No. 81' or Gebsun -Homan "No. 6160' cold applied � ive at 1 -1/2 gal/sq. 20. Dada C-16/32 Insulation: Potytsocyanurate, any thickness. era attached. Base Sheets 'GAFGLAS 675' (Type G2), mechan Uy LOOK FOR MARK ON PRODUCT