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RF-07-1238
Project Address 770 NE 97 Street Miami Shores Village, FL Owner Information JAS MENNES Contractor(s) Phone Cell Phone ISAACS ROOFING & INSULATION COI (305)234 - 5234 Type of Work: Re -Roof Additional Info: COLR THRU Classification: Residential Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $7.80 $2.60 $325.00 $12.00 $8.13 $355.53 In consideration of the issuance to me of this permit, 1 agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Thursday, June 14, 2007 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Permit Issue Date: 6/1412007 Permit NO. RF -6 -07 -1238 Permit Type: Roof Work Classification: Roof - New Permit Status: APPROVED Expiration: 12/11/2007 Parcel Number 1132060142200 Block: Lot Address 770 NE 97 ST MIAMI SHORES FL 33138 -2526 Total $ 0.00 Payment Type: Amt Paid I Amt Due $ 0.00 $ 0.00 CC Phone Applicant Valuation: Total Sq Feet JAS MENNES Ceil $ 13,000.00 3800 Available Inspections: Inspection Type: Hot Mop Tile In Progress Tin Cap Up Lift Report Final Roof June 14, 2007 Date 1 RE -ROOF TILE TO TILE & FLAT TO FLAT COLOR THRU Passed Inspector Comments = GJL,Q / , , l, , � Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 08/20/2007 Inspector: Grande, Claudio Owner: MENNES, JAS Job Address: 770 97 Street NE Project: <NONE> Miami Shores Village, FL Contractor: ISAACS ROOFING & INSULATION CORP Building Department Comments Thursday, August 16, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060142200 Lot: Phone: (305)234 -5234 Page 2 of 2 Test Location 1 2 Uplift Pull Test(P l off) 1 Test Location 27 Uplift Pull Test(P Y or 9 Test Location 52 Uplift Pull Test(P 71Vr-- or 9 ) Teal Location 76 77 Uplift Pull Test(P or 9 3 28 53 I 78 4 29 54 79 5 30 55 80 6 31 58 81 7 32 57 82 8 33 58 83 9 34 59 8 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 — 68 91 17 42 67 92 18 43 68 93 19 44 69 84 20 45 70 95 21 48 71 96 22 47 72 97 23 48 73 98 24 49 74 99 25 / 50 ..../ 75 100 Owner's Name: Job Address Roofing Contractor: Type of Tile: 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 SITE SPECIFIC INFORMATION TEST RESULTS P = PASS, F = FAIL Project No 09670 Permit # 6v4 - (z 3F F Date Installed - Approximate Roof Height: (2 - feet Roof Pitch: 4 . 1 Type of Access to Roof: Scaffolds Ladder Other Approximate Square Footage of Roof: `3 `? 00 ° ft Required Testin g Force: 35 lbs. Testing Equipment: Chatillion 100 Date Tested. -26 ` ' IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TES THIS REPORT S ITTED BY: State of FL Certificate Authorization # 4100 0 Sketch of Roof Job "[ 6.3 e re v e • 1"Cvl`� - 7 a�! Sheet Nuazmber 1 -` Coid ctor a® Gbecked By Scale unimummairmintramumummummui sommummummanummuiummammiummo ifiiisiiiiiiiiiiiiiiiiiiitii! iiiiiiiiiiiiiiiiiiiiiiiiiiii i111 iiiiiiiiiiiiiiiiiisl�li ii11ii ■iii � � iiiiii �rt ii�iMii 111111111111111111 ■ t iiii11i1110,'!i liiiiiisii!i iiiiilI.1, `N�ra1� Iii 1111111111111111 111111111CAMMIMITIMMIMMINIIIIIIIIIMMIIIIIIII sammudomrammmilummommillUMMINIMIll 1111111 11111171111111111111E18111111111112MIMIMMIMMIMIMMIII 1111110111111111111111CMINMIMMINIMMIIIr 1l1.iii imumunumnsauarmeauregarmilIMMIMINIMI ■11ii11111111i11111111 t► i'KAIU IIUU iiiiialii ea ii' �aiii .''iii gntiii itlii t iil %E� ;. 41..& :e` rliii11 ■iiii tiiilii�,�'?' i s i iniiii iiiii1[ii1[i i11 ,MIMI i ■tiiilliiil111L/!\` `k' M!TiriU1liRii ■Iii1 III= nim ,',' ':r /MAIM i 11 111111i iiiiilliimaro; aiiimICC` i rosi tiii imunramumwmfrommumi Iiiiiliii.eiiiiiiiiiiiiiii umumsilmmummummumm ammummic.......7=rarii.awannarreamumo RE -ROOF TILE TO TILE & FLAT TO FLAT COLOR THRU 01 Passed / Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until OF Inspection Date: 07/13/2007 Inspector: Grande, Claudio Owner: MENNES, JAS Job Address: 770 97 Street NE Project: <NONE> Miami Shores Village, FL Contractor: ISAACS ROOFING & INSULATION CORP Building Department Comments Friday, July 13, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number Parcel Number 1132060142200 Lot: Phone: (305)234 -5234 Page 2 of 2 RE -ROOF TILE TO TILE & FLAT TO FLAT COLOR THRU JUN 2 1 Zfli II 111 Passed Inspector Comments m" S4A9 , Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 06/20/2007 Inspector: Grande, Claudio Owner: MENNES, JAS Job Address: 770 97 Street NE Project: <NONE> Contractor: ISAACS ROOFING & INSULATION CORP Building Department Comments Tuesday, June 19, 2007 Miami Shores Village, FL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Number 1132060142200 Lot: Phone: (305)234 -5234 Page 2 of 2 RE -ROOF TILE TO TILE & FLAT TO FLAT COLOR THRU Infraction Passed Comments TIN CAP SPACEING False i JUN 2 , 2, ,01 Passed Inspector my Comments VAt 1 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid until Miami -Dade My Home Inspection Date: 06/20/2007 Inspector: Grande, Claudio Owner: MENNES, JAS Job Address: 770 97 Street NE Project: <NONE> Miami Shores Village, FL Contractor: ISAACS ROOFING & INSULATION CORP Building Department Comments Tuesday, June 19, 2007 http: / /gisims2. miamidade .gov /myhome /propmap.asp Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Page 2 of 2 Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1132060142200 Lot: Phone: (305)234 -5234 Page 1 of 2 6/14/2007 Architect/Engineer's Name (if applicable) Miami Shores Village �� G� Building Department BUILDING AJN `1 PERMIT APPLICATION 1 ` City Miami Shores Village FOLIO / PARCEL # Ls Building Historically Designated YES 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 FBC 20114 Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) Cdr e tLcr ; tai e. Phone # os -- 4 /2 �� Owner's Address 0 '� �C ) City t CA ovi State RcA, Zip 3 3R Tenant/Lessee Name Phone # Job Address (where the work is being done) 7 - 70 N FA.ct �t County Miami -Dade NO V Permit No. 2oi I 2? Master Permit No. Zip 3 3 1A Contractor's Company Name c_S 93C1 Phone # 7 8(c Z-7/ r 2 5 Ca Contractor's Address ''' 24,S S 5 % City in7 AWN i State I o Zip Qualifier Name 1111:1 Phone # State Certificate or Registration No. r x--13 2 55 C Certificate of Competency No. 4— Phone # Value of Work For this Permit $ 1 � Oil Square / Linear Footage Of Work: 32=4)c/ 57Pj, Type of Work: DAddition DAlteration ONew , Repair/Replace 0 Demolition Describe Work: �f r:-GC i (G 4 ?i To VA-r. ******** e Submittal Fee $ Permit Fee $ 619 • CCF $ 715 CO /CC Notary $ • Training/Education Fee $ 2 ,loO Technology Fee $ 8. 1 Scanning $ `2' Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 555 53 See Reverse side -a 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 CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Owner or Agent The fore oing instrument was ac owledged before me this Z3 day of 20 fro, by cOCS who is personally known to me or who has produced NOTARY PUB Sign: Print NO — 0( ( Sd My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) 0.1 ean oath. "salas '1: o Commission # 0D431669 es: MAY ' 22,K2009 Signature Contractor The foregoing instrument was acknowledged before me this 23 day of 414 , 20 by 4-(,es1 Z who is personally known to me or who has produced NOTARY P My Commission Expires: V67 Isaias l e o' h _ C©mmission # DD431669 Nit MAY 22, '.009 oath. Sign: Print ....T.., C— : 1 Plans Examiner Engineer Zoning t. ROOF ASSEMBUES AND ROOFTOP STRUCTURES 15.32 ❑ New Roof • • • • " • •• • • •• • • • • • • • • • • • • • • • Florida Building Code Edition •. High- Velocity Hurricane Zone Uniform Permit Application Form. ROOF CATEGORY E Low Slope ❑ Mechanically Fastened Tile ❑ Asphaltic ❑ Metal Panel/Shingles Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE 14eroofIng ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) • • ••• • ••••• • • • • • • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • • • • ••• • • • • • • • • • .• • • Section A (General Inforrtyatien)• : „� •• • • • • • • • •• • • • '' • • • ••• •• Master Permit No. Process No. Contractor's Name Ts,.AAc 5 7.-e. ;s1". i t Job Address — 77 0 tj q �T • Mortar /Adhesive Set Tile ❑ Wood Shingles/Shakes ❑ Repair C ,f1 iorggnancd "1 32- 2001 Total (SF) S b D O 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. 1211111111111B1111 FLORIDA BUILDING CODE — BUILDING • •• • : • •• • "1 • ••• • • • . . • . • . • • • • Florida Building Codd Edition MC' High - Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application) Surfacin Fill in specific roof assembly components ; • • • • and identify manufacturer Fasiener•Spacieg f (If a component is not used, identify as "NA ") System Manufacturer: G • >T d ' Product Approval No.: 03 ° OS C l ° 02 - Design Wind Pressures, From RAS 1 1 , 28 or Calculations: Pmax1: �� ° Pmax2: 8z • `f' Pmax3: 12i-t ° 5 Max. Design Pressure, from the specific Product Approval system: Deck: Type: (, 0©b Gauge/Thickness: i. Slope: Anchor/Base Sheet & No. of Piy(s): ', AnchoqrBase Sheet Fastener/Bonding Material: 6 �{ ►1 PoIS t •t9 C,cTs . Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Mate . A- Top Insulation Layer: t Top Insulation Size and Thickness: +4 Top Insulation Fastener/Bonding Mat? !al: Ni , 01 Base Sheet(s) & No. of Piy(s): Base Sheet Fastener/Bonding Material; , Ply Sheet(s) & No. of Piy(s): Ply Sheet Fastener/Bonding Material: Top Ply: P---o te-o A lc Top Ply Fastener/Bonding Material: e FLORIDA BUILDING CODE — BUILDING ,3 1' 3 • • ••. • •' • • • • • • • • • • ' • • • ' • • •• • • • • • • • • • • ROOF A SS STRUCTURES • • • ! • • • ••• • .• • • .•• •• R, S n or/B ase Sheet Attachment: Field: D / oc © Lap, # Rows Z. @ ' "oc Perimeter:`(' " oc @ Lap, # Rows9 CAP (C) 4 t "oc oc Corner: "1 " oc @ Lap, # Rows © l " oc Number of Fasten lerss Per Insulation Board: Field ' 1 Perimeter 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 A Silk°01 FT. y ^I FT. Comer P rapet eight Mean Roof Height 15.33 .:. • • . • • • • • ••• ••• Roof System Manufacturer: 6 A ( Notice of Acceptance Number: ®5 _iv— 0Z L.-1 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations))• f P1: "1 S P2: � 5 A P3: CIS' 1 Maximum Design Pressure (From the Product Approval Specific System): SS.Ce ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 15.34 • • ••• . • • • • • • • • •• •�• • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • ••• • • •• • • • • • • • • • • • • • • • •• • Florida Building Code earion'200‘1:. • • • High - Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Rv 15�y steih) : •. : • • • • • •• • •.•.• • Root Slope: : 12 Ridge Ventilation? Mean Roof Height: Steep Sloped Roof System Description Deck Type: Go o ®t) Type Underlayment: Insulation: Fire Barrier: t 0 Fastener Type & Spacing: l / *" 55(+ S I Adhesive Type: b®c Type Cap Sheet: tfrt• � 1 C6PrP) Roof Covering: Type & Size Drip Edge: &*)C 3 FLORIDA BUILDING CODE — BUILDING C. • Where to O lain Information Roof Height -• R lope 1 Description Symbol Where find Design Pressure P 1 or P2 or P3 RAS 12 Table I or by an engineering analysis pr ared by PE based on ASCE 7 Mean Roof Height H Job to 422 Roof Slope 0 .1 , Site 36.0 Aerodynamic Multiplier A Product Approval 30.4 Restoring Moment due to Gravity M� Product Approval 37.3 Attachment Resistance M Product Approval 31 Required Moment Resistance t„ Calculated 26.4 Minimum Attachment Resistance F' Product Approval 32.4 Required Uplift Resistance Fr Calculated 2.1 Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submit ed to the building official at the time of permit application. M required Moment Resistance* Roof Height -• R lope 1 15' 20' 25' 30' 2:12 _._34.4 36.5 38.2 39. 422 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 32.8 34.9 6:12 26.4 28.0 .4 30.5 32.4 7:12 24.4 25.9 2.1 28.2 30.0 HIgh - Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calctfla ignp) • :• ••• • • • ••. • • • • • For Moment based file systems, choose either Method I or 2. Compare the values for NI wr tl vaiuesfrow. nit M vai es are greater than or equal to the M values, for each area of the roof, then the the attachment methot4it acceptable. • • • • • • • • • �g� Methtxl "Moment Based Tile Calculations Per RAS 127" S (Q (P "i 1 x A I' = I`' � - M �O- M rl `�� Product Approval Mr 5 ` - 1 55 . (e C ° (P (P,: (Pt: x L x BUILDING CODE - BUILDING • • ••• • •• . • • • •• •. •• • • • • • • • • • . • • • • • • • • • ROOF ASSEMBLIES ANi)•ROOFTOP STRUCTURES • •• • • • t• •• ••• ••• ••• • • • • • • • • • • • • Florida Building Co Edi t i on 2�u04. • • . : • (P 1 x ? ' = •I..3 - Mg: Gi • - M r 2 IS . Product Approval Mt : . (P 3 S' i x) ,. • 23 = 2`� ) - Mg: Cv , -0 = M . Product Approval M 5 J Method 2 "Simplified 'file Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mr "Must be used in conjunction with a list of moment based tile stems endorsed by the B ,ward County Board of Rules and Appeals. For Uplift based Ide systems ese Method 3. Compared the values fo with the values for lf the F' values are greater than or equal to the Frvalues, for each area of the roof, then the file attachment method is aeeeptab Method 3 "Moment Based Tile Iculati ns Per RAS 127" x L - x w: = 1 - W: x w:= )-W: = xw:= ) -W: x cos 0 Fri x cos0 =F12 X cos ` = Fri Product Approval F' Product Approval F' Product Approval F' 15.35 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — thViRP 1'fOTIFICATION FOR ROOFING CONSID1 R T I ft s: • R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the ownlr te: ontent thess :tion.;PIpe prtwisions of Section R4402 govern the minimum requirements and standards of the itcristry for roofing 51J/4p/installations. Additionally, the following items should be addressed as pact of the agreernenf betweeii life wner ant the contractor. The owner's initial in the designated space indicates.that the item has been explained. ••• • • .• .. .. • . • • • .. .... • i. • 1. Aesthetics- Workmanship: the wpx rriaxsla pf5vis#ons ofiSection R4402 are for to - purpose of providing that the roof system meets the wind resistVice and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. ' Renailing wood decks: When replacing roofing, the existing wood roof deck ma i \,have to be renailed in accordance with the current provisions of Section R4403. (The roo '.deck is usually concealed prior to removing the existing roof system). 3. Q Common roofs: Common roofs are those which have no visible delineation bet een neighboring units (i.e., townhouses, condoininiums, etc.) In buildings with com on roofs, the roofing contractor and/or owner should notify the occupants of adjacent nits of roofing to be performed. 4. T Exposed Ceiling: Exposed open beam ceilings are where the underside of the ro decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. The provides the option of maintaining the appearance. Ponding water: The current roof system and/or deck of the building may not d :''n well and may cause water to pond (accumulate) in low -lying areas of the roof. Po ding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. L Overflow scuppers (wall outlets): It is required that rainwater flow off so that the oof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. Ventilation: Most roof structures should have some abili ty to vent natural r ow through the interior of the structure assembly (the building itself). The existing • am t 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. Owner /' ,ent's Signature Date Contractor Signature Date MIAM IDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Santafe Tile Corporation 8825 NW 95 Street Medley, FL. 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Riviera Interlock Clay 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 NOA consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. • • ••• • • • • • • • • • • • • • •• • • • • • • • • •t• • • • -• • • • � • • • • • • • • ' • • METRO -Dtsyn FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 • • • • • , • MIAMI, FLORIDA 33130 -1563 • • : • i i i ($05� 313.-29a0 • FAX (305) 375 -2908 • • • • • . • • •• • • • • • ••• •• •• • • •• ••• • • • ••• • • • • mimmitarge coUN1'Y, FLORIDA • NOA No.: 05- 1202.04 Expiration Date: 03/16/11 Approval Date: 03/16/06 Page 1 of 4 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: 1. SCOPE This approves a system using Interlock Tile, as manufactured by Santafe S.A. in Zipaquira, Colombia 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 Applicant Dimensions Interlock Tile 1= 17 -' /a" w = 10" 1 /z" thick Trim Pieces 2.1 SUBMITTED EVIDENCE: Test Agency Test Identifier IBA Consultants, Inc. IBA Consultants, Inc. IBA Consultants, Inc. Roofing Low Profile Roofing Tiles Clay 1= varies w = varies varying thickness 2353 -101 2353 -100 Evaluation Calculations • • .0. • • 00 0 • • • 0 . •• '•• • • • • • • • 4141. • . • • • 0 0. • • • • • 4141. • •• • ... • • • • • i41 • 41• • •• • • • • • • • . • • • • 4100 • 41.41 • • •• ; • 41 41 . . 0 0 . 0. . • . . 41 • ..... • • 0 0 0 . . . .• . • 00410•00000 0, Test Product Specifications Description TAS 112 Low profile, interlocking, clay roof tile equipped with one nail hole. For adhesive set applications. TAS 112 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report ASTM C 1167 TAS 101 Aerodynamic Multiplier • • ••. • Date 12/22/05 12/16/05 12/16/05 NOA No.: 05- 1202.04 Expiration Date: 03/16/11 Approval Date: 03/16/06 Page 2 of 4 Table 3: Restoring Moments due to Gravity M (ft Tile Profile Riviera Interlock Clay Tile 2 �� :12 Battens Direct Deck 3":12" Battens Direct Deck 4":12" Battens Direct Deck 5":12" Battens Direct Deck 6":12" Battens Direct Deck 7 �� :12 greater Battens u or Direct Deck N/A 6.5 N/A 6.41 N/A 6.28 N/A 6.10 N/A 5.84 N/A 5.52 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Wldth -w (ft) Riviera Interlock Clay Tile 8.8 1.44 0.833 Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Systems Table 2: Aerodynamic Multipliers - X (ft Tile Application Tile Profile Riviera Interlock Clay Tile X (ft Batten Application X CO Direct Deck Application Riviera Interlock Clay Tile N/A 0.23 Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Riviera Interlock Clay Tile Polyfoam PolyProTm 55.66' 1 Large paddy placement of 41.2grams of PolyProT"'. 3. LIMITATIONS • • •• • • • • . • • • • • • • • • • • • ••• • • • ••• • • • • • • ••• • • • • • • • • • • • • • ••• • • • • •• • ▪ •• • • •• • • • •• • • • • • • • • • • • • • • • • ▪ • • ; • • • • • • ••• • • • • • • 3.1 Fire classification is not part of this acceptance. • •' : . •. ; • ••• • • 3.2 For mortar or adhesive set tile applications, a static field ilft :got iiall to performed in accordance with RAS 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 underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Santafe Tile Corporations Interlock 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 NOA No.: 05 1202.04 Expiration Date: 03/16/11 Approval Date: 03/16/06 Page 3 of 4 3'Santafe 02 02 06 01 Made in Colombia PROFILE DRAWING SANTAFE RIVIERA INTERLOCK CLAY TILE END OF THIS ACCEPTANCE • • ••• • • • •• • • • •• ' • • • • • • • • • • • •• • • • • • • • • •• • • • • .•• ••• • • • • . • • ' • • to • • • • • • 5. LABELING • • ' ' • • ' ' • .. • All tiles shall bear the imprint or identifiable marking of the manufac n logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". ••• •. • • . • • • • • • • • • ••• ..' RIVIERA INTERLOCK CLAY TILE LABEL (LOCATED ON UNDERSIDE OF 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.: 05- 1202.04 Expiration Date: 03/16/11 Approval Date: 03/16/06 Page 4 of 4 • MIAMMADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 • • • • • • • • • • • • • •• • • • • • • • • • This NOA renews NOA #02-0408.10 and consists of pages 1 through 31. The submitted documentation was reviewed by Frank Zuloaga, RRC. • •• • • • 0 • • ••• • .. •• • • • • • • • • ••• • • • • • • • ••• • • • • • • • • • ; MPATI -DAE E Cpj)TTTY, FLORIDA • • • • • :METI".p- DADE!FLAOI ER BUILDING • • X 140 WEST IJ AGLE11 STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 •. • . • .(305 ) 375-2901 : Ax (305) 375 -2908 • • • • • • • . • • • • • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHT may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the 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. NOA No: 03-0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 1 of 32 ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck Type: Maximum Design Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAF Asphalt Concrete Primer (MatrixTM 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (MatrixTM Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (MatrixTM System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack All Weather Plastic Cement (MatrixTM Standard Wet/Dry Roof Cement 204) GAFGLAS #75® GAFGLAS #80 UltimaTM Base Sheet GAFGLAS Flex Ply 6 GAFGLAS Ply 4® GAFGLAS ®Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT Eliminator Perforated Roofing SBS /APP, Modified Bitumen Wood -75 psf See General Limitation #1 Dimensions 5, 55 gallons 601b. Bags 1001b. bags 5 gallons 1, 5 gallons 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37' (1 meter) Wide 39.37" (1 meter) Wide Test Specification ASTM D 41 ASTM D 1863 ASTM 1227 ASTM D 3019 ASTM D 3409 ASTM D 4601 ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D3672 ASTM D 4897 • •• • • • • • • • •• • • • • • •• •••. • • • • • • ••• • • • •••• • • • •• •• • • • • • • • • • ••• • • • • • • • • • • ••• • • • • •• • • • • ••• ••• • • • • • • • • • •• •• •• • • • • • • • • •• • • 1, 5 gallons ASTM D 2824 Fibered aluminum coating. ••• • • • • • • •• • • •• • . • ••• •• • ••• • • • • • • • • • • • 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. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Asphalt impregnated and coated glass mat base sheet. 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. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 2 of 32 Product GAFGLAS® Flashing GAFGLAS® STRATAVENT® Eliminator Perforated Nailable RUBEROID® SBS Heat - WeIdTM Smooth RUBEROID® SBS Heat - We1dTM Granule RUBEROID® SBS Heat - WeIdrm 170 FR RUBEROID® SBS Heat - We1dT"M PLUS RUBEROID® SBS Heat - Weld PLUS FR RUBEROID Modified Base Sheet RUBEROID® Modified Bitumen Adhesive RUBEROID® SBS Heat - WeIdTM 25 Ruberoid® Mop Granule RUBEROID MOP Smooth RUBEROID MOP PLUS RUBEROID MOP 170FR RUBEROID MOP FR RUBEROID TORCH Smooth Dimensions 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 (39.37 ") wide 39.37" (I meter) Wide 5 gallons 1 meter (39.37 ") wide 39.37" (1 meter) Wide 1 sq. roll 87 lbs. 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide Test : •• PCodu:tr ••: Suecificatiod : • : Di!s rifttoi2 • • Asphalt coated glass fil?et'mat flashing sheet available in three sizes. ASTM D3672 • Fibegglsss base, ghee; &gated on both ASTM D 4897 Si flea n it]; asp1talC %rfa041 on the .1AttOntsierwitl.imtheral granules embedded in asphaltic coating. ASTM D-6164 Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Non -Woven Polyester mat 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 modified asphalt and surfaced with mineral granules. Premium glass fiber reinforced SBS- modified base sheet ASTM D-6164 ASTM D-6164 ASTM D-6164 ASTM D -6164 ASTM D4601, Type II, UL Type G2 BUR ASTM D 3019 Type III ASTM D -6164 ASTM D 6222 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6222 ASTM D 5147 • . • .• ••• • • • • • • • • • • • • • • •• ••• • • • • ••• • • • • • • • • • • ••• • • • • ••• Fiber reinforced, rubberized Adhesive Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer- modified asphalt and smooth surfaced. Non -woven polyester mat 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 fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. NOA No: 03 -0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 3 of 32 Product RUBEROID TORCH Granule RUBEROID TORCH PLUS RUBEROID TORCH FR RUBEROID 170FR TORCH Ruberoid® 20 Ruberoid® 30 Ruberoid® 30 FR RUBEROID® ULTRACLAD® SBS RUBEROID Dual FR Vent Stacks (metal and plastic) GAF Aluminum Emulsion GAF Aluminum Roof Paint (Matrix" System Pro Aluminum Roof Coating Fibered 302) GAF Built -Up Roofing Asphalt RUBEROID MOD Asphalt, Asphalt L & Asphalt P Shingle- MateTM Underlayment Tile -Mate Modified Base Sheet Dimensions 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 5 gallons 5 gallons 1001b. cartons, bulk 601b. kegs 4 sq. roll 30 lbs. 1.5 sq. roll • • Test : ; ; •• fPtodugb. • •• Snecificatiol::: • ; IgscrIpeolt • • • ASTM D 622f Heavy duty,•polyester geiitfcrced, asphalt ASTM D 5147 modified bitumen membrane, granule Serfitot • •. ASTM D 6222 $ea; ndity ;pi rei orced, asphalt ASTM D 5147. go difitd •ljttumei mbrat , granule surface • Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified 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 mineral 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, polymer - modified asphalt and surfaced with mineral granules. One -way valve vent used to relieve built - up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Mineral colloidal bituminous emulsion with reflective aluminum flakes Non - fibered. Aluminum pigmented, asphalt roof coating ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6164 ASTM D 5147 PA 100(A) ASTM D 1929 ASTM D 635 None ASTM D2824, Type I ASTM D312, Types I, II, III and IV ASTM D 5147 • • •. • ••• • • • ••• • • • • • • • • • • • • • •••••• • • • ••••••• •••• Interply mopping and surfacing asphalt SEBS modified asphalt Fiberglass reinforced shingle underlayment SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat tile underlayment. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10 /23/03 Page 4 of 32 Product Tile -Mate Modified Cap Tile -Mate Modified Cap Plus TopCoat® Surface Seal SB (Matrix 602 SB Coating) GAF WeatherCote® MB +(Matrix 715 MB Coating) TopCoat MB +(Matrix 715 MB Coating) WeatherCoteTM (Matrix 531 WeatherCote® Elastomeric Flashing Grade) Matrix Low VOC Matrix 101 System Pro SBS Adhesive (Ruberoid ®MB) Matrix 201 System Pro SBS Flashing (Ruberoid ®MB) Matrix 102 Select SBS Adhesive (Ruberoid ®MB) Matrix 202 Select SBS Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Cement Matrix 103 Cold Adhesive Matrix 303 Select Fibered Aluminum Matrix 304 Select Non - Fibered RUBEROID® Modified Bitumen Adhesive Test Dimensions Specification 1 sq. roll ASTM D 5147 103 lbs. 1 sq. roll ASTM D 5147 102 lbs. 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons ASTM D3019 5 gallons ASTM D3019 5 gallons ASTM D3019 5 gallons ASTM D4586 5 gallons ASTM D4586 5 gallons ASTM D4586 5 gallons ASTM D3019 5 gallons ASTM D 2824 5 gallons ASTM D2824, Type I 5 gallons ASTM D 3019 Type III • •.• • • •. • • • • • • • • • • • .•• • • • • • ... • • • . ••• • • • • • • • • • • • • • • • • • • • • • Product • •• • ••• • ••• • . . Vese¢tjfipn• • • • Nc - $+oyen polyeser mat Co$teC1 with polymer modified asphalt a$d sdrrfaced with mineral granules tile underlayment. Nq Woyep pplyent eoutsrd with pol f nedfl d:fild 16Phtlf and Surfaced with Misepal gganule$ ti indai'layment. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for 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 Modified SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Standard Plastic Asphalt Roofing Cement Caulk Grade. Cold Applied Asphalt Adhesive. Fibered aluminum coating. Non- fibered. Aluminum pigmented, asphalt roof coating. Fiber reinforced, rubberized Adhesive NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 5 of 32 APPROVED INSULATIONS: Product Name GAFTEMP Isotherm R, RA, RN & Composite, EnergyGuard RA GAFTEMP® Composite A & N (BMCA)GAFTEMP® Fiberboard GAFTEMP® Permalite GAFTEMP GAFCANTTu GAFTEMP Permalite Recover Board GAFTEMP GAFEDGETM Tapered Edge Strip (BMCA) GAFTEMP® High Density Fiberboard BMCA EnergyGuard, RA BMCA Composite EnergyGuard, RA PYROX White Line ACFoam I, II & Composite ISO 95+ ISO 95+ Composite EPS Wood Fiber High Density Wood Fiberboard Pelite/Urethane Composite Perlite Insulation Dens Deck E'NRG'Y -2 & E'NRG'Y-2 PLUS, UltraGard Gold TABLE 2 • • • • • •. • • • Product Description .. • • • •• Polyisocyanurate foam insulation • .. • • Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board Tapered perlite board High density wood fiberboard insulation. Polyisocynurate foam insulation Polyisocynurate /wood fiberboard composite Polyisocyanurate foam 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 Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation •• • •• • • • • • • ••• • • • • ••• • • • • • ••• • • • • • . ... • • • • • • • • • • • • • • • • .. • •• • • ••• •• • • • • • • • • • • • • • •. • • • • • • • • •• • • • • Manufacturer • "Odtb CSM eet NOA) :GIFIvAteriall Corp. • • • • ••. .. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA BMCA Apache Products Co. Apache Products Co. Atlas Energy Products Firestone Building Products, Inc. Firestone Building Products, Inc. Generic Generic Generic Generic generic G -P Gypsum Corp. Johns Manville NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 6 of 32 APPROVED INSULATIONS: Product Name FiberGlass Roof Insulation ISORoc Structodek Multi -Max & FA Paroc Base Board Paroc Cap Board APPROVED FASTENERS: Fastener Number 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. Metal Plate 11. Gearlok Plastic Plate 12. Glasfast Fastener Product Name GAFTITE® (Drill-Tec ®) #12 Standard & #14 Heavy Duty Roofing Fastener GAFTITE® (Drill -Tec ®) ASAP GAFTITE® (Drill -Tec ®) Base Sheet Fastener and Plate Galvalume Plates (Drill- Tec® Metal) Polypropylene Plates (Drill-Tec® Plastic) Dekfast Fasteners #12, #14 & #15 Dekfast Hex Plate Dekfast Lock Plate #12 Roofgrip Fasteners • .. • • • TABLE 2 • • • • • • • • . • • Product Descriptidn • Glass fiber/Mineral fiber insul%,tten • Polyisocyanurate foam / rockwppi composite insulation Wood fiber insulation board Polyisocyanurate roof insulation Rockwool insulation TABLE 3 Product Description Dimensions Insulation fastener for steel, wood & concrete decks. Pre- assembled GAFTITE Fasteners and metal and plastic plates. Base sheet fastening assembly. Round galvalume stress plates. Round polypropylene stress plates. Insulation fastener for wood, steel and concrete decks Galvalume hex stress plate. Polypropylene locking plate. Insulation fastener for wood and steel. Galvalume stress plate. Polypropylene round plate Insulation fastener assembly with recessed plastic plate • •• • • • • .•• • • • • • • • • • .•• • • • • • •.. • • • • 3" and 3 3" and 3 2 7/8" x 3 3 "x3 /a" 3" round 3" square 3.2" • • • . • • • • • • • • • • • • • • • • • • • •• • ..• • .•. • • • • • • • • • • • • • • • • .. • • • • • • • • Manufacturer (With Current NOA) • • • 3248 3 ii 'ille . . John % �*ille Masonite. RMax, Inc. Partek, Inc. Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. Construction Fasteners Inc Construction Fasteners Inc. Construction Fasteners Inc. ITW Buildex Corp. ITW Buildex Corp. ITW Buildex Corp. Johns Manville NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 7 of 32 APPROVED FASTENERS: Fastener Number Product Name 13. Olympic Fastener #12 & #14 14. Olympic Fastener ASAP 15. Olympic Polypropylene 16. Olympic G -2 17. Olympic Standard 18. Insul -Fixx Fastener 19. Insul-Fixx S Plate 20. Insul -Fixx P Plate 21. Tru -Fast 22. Tru-Fast Plates 23. Tru-Fast Plates EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. Factory Mutual Research Corp. Trinity Engineering PRI Asphalt Technologies, Inc. IRT of S. Fl. IRT of S. Fl. TABLE 3 Product Description Insulation fastener Pre - assembled Insulation fastener and plate Polypropylene plastic plate 3.5" round galvalnr -Ye AZ55 steel plate 3" round galvalume AZ50 steel plate Insulation fastener for steel and wood decks 3" round galvalume AZ50 steel plate 3" round polyethylene stress plate Insulation fastener for steel and wood decks 3" round galvalume AZ55 steel plate Polyethylene plastic plate Test Identifier Current Insulation Attachment Requirements FMRC 4470 - PA 114 Wind Uplift PA 114 GAF -020 -02 -01 02-005 02 -014 • • •• • • • •.• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• •• • •• • • • • ••• • • • • • • • . • • • • • • • • • • • • • • •• • • • • • • • • • ••• • • • • • • • • • • • • Mandfacturer Dimensions (With Current NOA) •• • • • • • • • • • • (;1ymmic Manufacturing • • • • • ;Group, Inc. O1}9ntlit•Mahufacturing Group, Inc. 3.25" round Olympic Manufacturing Group, Inc. 3.5" round Olympic Manufacturing Group, Inc. 3" round Olympic Manufacturing Group, Inc. SFS /Stadler .• •• • • 3" round SFS /Stadler 3" round SFS /Stadler The Tru -Fast Corp. 3" round The Tru -Fast Corp. 3" round The Tru-Fast Corp. Description Date FMRC 1996 01.01.96 J.I. 1B9A8.AM 09.04.97 J.I. 3D4Q2.AM 04.30.97 4483.04 97 -1 06.06.97 ASTM D 4977 02.01.02 TAS 114 01.18.02 TAS 114 03.22.02 NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date :10/23/03 Page 8 of 32 Membrane Type: APP /SBS Heat Weld • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • Deck Type 1: Wood, Non - insulated • • • • • • •• • • • • • • • • Deck Description: 19 / " or greater plywood or wood plank decks. • • • • System Type E (1): Base sheet mechanically fastened. • • • •• • • • • • ••• •• All General and System Limitations shall apply. Base sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID® 20, RUBEROID SBS Heat We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4 , GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTITE) #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 psf, See General limitation #7) GAFGLAS Flex P1yTM 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 —52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAk' TT1'E) #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 Base 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 Base 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 Limitation #7) Ply Sheet: (Optional except over RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID® 20, RUBEROID SBS Heat -Weld m Smooth or RUBEROID SBS Heat -Weld) One or more plies GAFGLAS PLY 4 ®, GAFGLAS® PLY 6® Ply or GAFGLAS Flex Ply 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. or Ruberoid Torch Smooth torch applied according to manufacturer's application instructions. • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • NOA No: 03 0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 28 of 32 Membrane: Surfacing: (Optional) Install one of the following: 1. Gravel or slag applied at 400 lbJsq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 60 lbJsq. 2. GAF Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. or GAF WeatherCoat Emulsion at 3 gal. /sq. (Torch Smooth applications only) 3. GAF Weathercote® MB +(Matrix 715 MB Coating), Applied at 1 to 1.5 gal. /sq. 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5 galJsq. Maximum Design Pressure: See Fastening Above • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • ••• One ply of Ruberoid(1) Torch Smooth, Ruberoia Torch G a ule, Rube;gi Torch Plus Granule or Ruberoid® TorclgF . foich apf died acdording o • • • • • • • • • • • manufacturer's application instruct • • • • • • • : • • • • • • • Or One or more plies of RUBEROID® SBS Heat- We1dTM PLUS, RUBEROID® SBS Heat We1dTM PLUS FR, RUBEROIDe SBt $ef -W&rd rt KR? RUBEROID® SBS Heat- We1dTM, RUBERdlpriBilleiA Smooth, RUBEROID® UltraCladTM SBS and RUBEROID® SBS Heat-Wttem25 applied according to manufacturer's application instructions. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 29 of 32 Membrane Type: SBS Deck Type 1: Wood, Non - insulated Deck Description: 19 / 32 " or greater plywood or wood plank . • • • • • • ••• • • • System Type E -2: RUBEROID® Tile Underlayment, Base §h;et cl c 1! ahched.: All General and System Limitations shall apply. GAFGLAS® #80 UltimaTM Base Sheet, RUBEROID® 20 base sheet or Tile -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 shank 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 sheet. Ply Sheet: (Optional) One, or more plies GAFGLAS PLY 4® Ply, GAFGLAS F1exP1yTM 6 sheet, GAFGLAS #80 UltimaTM, RUBEROID MOP Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. One ply RUBEROID® MOP, RUBEROID® MOP PLUS, RUBEROID® SBS Heat- We1dTM Granule, RUBEROID® SBS Heat We1dTM PLUS, Tile -Mate Modified Cap or Tile -Mate Modified Cap Plus, membrane may be applied at a right angle (90°) to the slope of the deck* adhered in a full mopping of Type W asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Membrane shall be backnailed to deck with approved annular ring shank nails and tin caps in accordance to applicable Building Code. No nails or tin caps shall be exposed * Membrane may also be installed parallel to the slope of the roof (i.e. strapping). If membrane is strapped, then anchor sheet and ply sheet must also be strapped. Anchor sheet: Membrane: Maximum Design Pressure: Maximum Slope: • • •• •• • • • • • • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • .•• • • • • • • • • • • • • • • • .•• • • • • • • ••• •• • • • • • • • • • • • • • • • •• • • • • •.•• • • • • • • • • • • • • ••• • • . •• • • • • • • •. • ••• • • • • • • 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 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 30 of 32 wood deck. GENERAL LIMITATIONS: • . ••• • • • ... .. • • • • • • • • • • • • • • • • • • • • • • • • • • • ... • • • • .. • • • • ... • • . . • .. • .. • • • • WOOD DECK SYSTEM LEVIITATIONS: , „ , , , , 1 A slip sheet is required with Ply 4 and Flex Ply 6 whin Yis4d Is a m$chw,nieally'a$reAed base or anchor sheet. 2. Minimum 1/4" Dens Deck or V2 Type X gypsum board is acceptable to be installed directly over the .. • • • .. ... .. • • • • • • • . . . . . . • • • .. • • • .. ... .. 1. Fire classification is not part of this acceptance, refer to a current Approved Roofmg Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of. ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered 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. (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 with 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.) 10. 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: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 32 of 32 A 1 MIAMID BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 • • • • • • • • ••• • • • • • • • • ••• • • • ••• • • • • ••• •• •• • • • • • • • • • • • • • ••• • • • • •• 1VlhAMI -MA4)E e.wUNTY, FLORIDA • • •• • • • • • • • • • • • • • • ME'�RO -D� DE LAGLER BUILDING • • 140 WESTFLAGLER 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 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® AH160 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 he cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 1 of 7 PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications Polypro® AH160 N/A TAS 101 Foampro® RTF1000 ProPack® 30 & 100 PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content N/A N/A Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 • • •.• .• • • • • • • • • • • • • • • • . .. • • • • • • • • • • • • • • ... • • • • • • • • • • • • • • • • • • • • ..• • . ••• • • • . . • • • • • • .. • • • • • • • • • • • ▪ • • • • • • • • • • • • • • • • ... • • • ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane • • • • • •. • • • • ... •• SCOPE: .. .. • • • ••• •.• This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. Results 1.6 lbs. /ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs. /Ft 3.1 Perm / Inch +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Change @158 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal 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 Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Rescarch Institute Trinity Engineering Celotex Corp. Testing Services LIMITATIONS: 1. 'F . 2 F'= MS Test Identifier #94 -060 257818 -1 PA 25- 7438 -3 25- 7438 -4 25- 7438 -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 w • • • • • • • • • • • • • •.• • • • ••• • • • • • • • • • • • • • • • .. • • • • • • • • • • • • • • .. • • • • .• • • . • •• • • • • •. • • • •• • • • • • • • • •••. • • ••• Test Name /Report AS 1Q1 „ .04/08/94 • • Ler :0$ ; : ;. • • 12/16/96 :ssm 11.9 :•. • :0/25/95 •• • • • • • ••• •• 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 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 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH 160 shall solely be used with flat, low. & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) 35 Two Paddy Weight per paddy Min. (grams) N/A _ Flat, Low, High Profiles _ #1 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 g • • 00 • • • 000 .. .0 • • • 0 .. • • • • • • • • • • • • • • • 00 • • • • • • • • • • • • • 0 • • • • 0410 • .. • 41•. . •. INSTALLATION: • • • • • •• • • • • • • 1. Polypro® AH160 may be used with any roof tile assembly taxing Aurrerst tlia4ists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH 160 shall be applied in compliance with the Gprgpgnenl AnnIicalipp section and the corresponding Placement Details noted herein. The roof'tile ake:nlll4s':d1ses=ye attachment with the use of Polypro® AH160 shall provide sufficient attachnien't rrsistalcv,'axplessed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with 1 Eiami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AII160 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 he exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. LABELING: All Polypro® AH 160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • •• • ••• • ••• ADHESIVE PLACEMEIT DI TAJLC • • • • • SINGLE PATTY •,• ,;, •,• Underlaymeni 1 Remy top portion of the eave course cover We. Abut to second course of pan tiles. Ensure save end of pan and cover ties are flush at eave One. Eave closure (mortar shown) Weephole Fascia B Optional2x4's for 1 }PIace enough adhesive to achieve 17 to stoop pitch applications square hrches In contactwth the pan We 2} rum covers upside down. Place adhesive 112 In. To 1 I From ou�te edge of cover tile. Then install the We. `�. Nan through plastic cement 1 OptWnal Poidup Mortar on Ion , Mal edges of fife NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 Sheathing • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • •• • ••• • ••• ADHESIVE PL.ACEME$'4'R TAJL'2 •' • : : •• SINGLE PAM •. • •;. •. • • • •• • • • •• ••• •• • • • • • • • • •• • • • • • .•• •• Nall through plastic cement Underlayment Eave Course 7 in. In. Nail through plastic cement 7 in. Underlayment 1 Eave Course Paddy )Beneath Tile) Fascia Eave Closure Paddy (Beneath Ble) Fascia Weephoe Eave closure Drip edge NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 Nail through plastic cement Single paddy 3 in. under tile x 3 in. Single paddy on under. layment Single paddy on top of the Paddy (between tile) Paddy (under tile) Eave course 2 In. X 7 in. medium sae paddy eave Fascia course only Nail through plastic cement Jr in.x 3 in. Single / paddy on underlayment Single paddy on top of tile • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • ••• • ••• ADHESIVE PLACEI13EV'tPEJ'J? . 3 •• • :: .' DOUBLE PAY� � • • • Eave Course • •• • • • •• ••• •• Nail through plas&c ce'mtant • • • Underlayment 1 t in. x 3 in. Single 4 in. paddy on under - layment Single paddy on top of the Eave Course • • • Single palldy under hie •• •• Single paddy between tile 2In. x 7 in. medium size paddy eave course only Fascia Weephole Eave closure Drip edge Single paddy between tile Eave Closure 2 in. x 7 In. medium sae paddy eave course only Fascia END OF THIS ACCEPTANCE • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 7 of 7 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. al ( z561-Ax FOLIO 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. 1. Legal description of property and street/address: iiiO tai q -S r 2. Description of improvement: V VAC, '7 Vie 3. Owner(s) name and address: O A. �5 pt/1i ��/11 aU t✓' 4. Contractor's•name and address: -I-SAAaS � �h ►.� S S ) 15 5. Surety: (Payment bond required by owner from contractor, if any) / 91- Name and address: j. Amount of bond $ 1111 1111 1111 1 1111 1111 1 111 11 11 CFN 2007R0556938 OR i?k 25670 Ps 1279; t113sf RECORDED 006/04/2007 12:52 219 HARVEY RUVIHr CLERK OF COURT i IAMI -DADE COUNTY, FLORIDA LAST PAGE " 7o S interest in property: cr, ) jam Name and address of fee simple titleholder: 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the•Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: M 4 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differt>Itt date is specifi ) Signatur ne Print Owner's Name qb, , 02J .-p g v Sworn to and subscribed before me this da of Notary Print Nota My commission expire 123.01 -52 PAGE 4 8/02 S. I. Castellanos Commission #DD362874 Expires: OCT. 14, 2008 Bonded Thrt Atlantic Bonding Co., Inc. MRL &MRS.GONZALEZ Prepared by P.O. BOX 531008 0 ice- MIANII, SHORES, FL 33153 Address: !HEREBY CERTIFY that this is a true ca ongma1 tiled in this office on , AD20 WITNESS my hand and Official Seal. HARVEY RUM, CLERK, of Eng cop courts By - r1 c.c. o-w