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RF-08-767REPAIR / REPLACE FLAT CONCRETE TILE ONLY 300 SQF ROOF TILE Inspector Comments CC 7 _ .5 ti A/c .. Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Date: 07/31/2008 Inspector: Rodriguez, Jorge Owner: SUTTON, CHERYL Job Address: 290 101 Street NE Miami Shores, FL 33138 -2423 Project: <NONE> Contractor: ALL DADE GENERAL CONST INC Building Department Comments Wednesday, July 30, 2008 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 - Repair Phone Number Parcel Number 1132060134590 Lot: Phone: (305)696 -0029 Page 1 of 2 REPAIR / REPLACE FLAT CONCRETE TILE ONLY300 SQF ROOF TILE - Y ® #k Passed 0 nspector Comments . _ J . ,°b T T, 643p 1 gAC1CiV/ai - /i `al 4.t-.L., I ..zo F- up ,_ C-____ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 05/01/2008 Inspector: Grande, Claudio Owner: SUTTON, CHERYL Job Address: 290 101 Street NE Project: <NONE> Miami Shores, FL 33138 -2423 Contractor: ALL DADE GENERAL CONST INC Building Department Comments Thursday, May 1, 2008 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: Roof in Progress Work Classification: Roof - Repair Phone Number Parcel Number 1132060134590 Lot: Phone: (305)696 -0029 Page 1 of 2 Is' 411 A Miami Shores Viltae BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's Address 90 City im _Ai VC_1:State /tZ=- Tenant/Lessee Name Job Address (where the work is being done) a? 4 70 A) E / 6 / 5 f ° City Miami Shores Village County Miami-Dade FOLIO / PARCEL # /of- 3 0201, (913 9 0 Is Building Historically Designated YES NO Contractor's Company Name At L t CrAcia (JCIA.S4 Contractor's Address ' Nut.-) 1.--clA City CIANN1 State T Zip 33 1 itz. Qualifier Name tACI' ACIV1 C Phone # (o (4. CaZ State Certificate or Registration No. 2. CA e, CIS 221- Certificate of Competency No. • Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Typeof Work: t' 'OAddition OAlteration Describe Work: e 00 .:•,. , ,, . ...„ „.„. Submittal Feet , 'I,'.; '.- •. - ',.. Peiin'it Fee $ • -•*- . - . - Notary $ ‘ ' • - . , , , ,...../ . CCF $ 1'20 coicc ,,..--,:... Traihing/FAtt‘tion,E,ize .‘ • Technology Fee $ (.e • 5 (0 ':''.•- -.- -.. ' Scanning $C;[40 -- - ,. P • - D 1 • Bond $ .. , , - , • • ' '( E•if. Crit $ r ' (- ' - - --- '----- - ----) ID,Odble Fee $ Total Fee Now Due $ Structural Review. $ Building Department 10050 N Avenue, .E2nd Avenue Miami i ShoFes, Florida 33138 l: Te (305) 795.2204 Fax: (305) 756.8972 1011111•011E3 '19 /,8 c RE: DEniza Permit NO. APR 2001 Master Permit No. ONew nc. re, "i 0 kc‘="7 /ct r IviAY d Phone # Zip 33/ 7 ?86 c/7 Zip 3 et 2O Phone # vitt ocriq Square / Linear Footage Of Work: 3 0 0 ,5 x Repair/Replace , Demolition See Reverse side —> for Bonding Company's Name (if applicable) Bonding Company's Address- City Mortgage Lender's Name (if applicable) Mortgage Lender's Address City ,:. _ tate 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: 1 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. Signature D° 1 ' 6 L 16 f66 `9 6 6wner or Agent The foregoing instrument was acknowledged before me this day of , 20 or , by who is personally known to me or who has produced o f ' v e' L. e P c PAs identification and who did take an oath. NOTARY PUBLIC: * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 7 * * * * ** APPLICATION APPROVED BY: (Revised 07/10/07) State Signature 7 Zip Contractor The foregoing' instrument was acknowledged before me this et" day of A,ti "/ , 20 Wit, by who is personally known to me or who has produced v e y` 1, e-eacifrentification and who did take an oath. NOTARY PUBLIC: Sig Pri My (407) 995.0153 ADM. Mary ssioi Exj ife **************** * * * * * * * * * * * * * * ** * *** * * ** * * * * * ** * * * * * * * * * * * ** Plans Examiner V Engineer ° Zoning 123 01-48 5103 PAGE 2 E3 LoarShape 0 Awludtic Shingles • •. • • • • Sal rri �Of1 A (rat • APR 2 5 • •. - • • • • • ••• • • • O 9 1J Florida Building Code E n2102 High Velocity Hodges. Zone Wane Pa *Airencetbre • • • • • Au /� j Pis No. yy.y geoe rat' ' • 1 2 90 Ai E /(/ ittZ • •(; e/� / / 3 -3 ROOF CATEGORY /// 0 Maly Fri Tile ; i Mortaradhashre Set Tile 0 Metal PanellShingies ■ Wood Shhigiesfithakes Are there Gas vent Stacks? Yes O No RQORTYPE Type: Natural 0 LPGiX D Prescdplive BUR -RAS 150 • O New Roof 0 Re- Roofliig 0 Recovering Repair 0 Mahriamuwe ROOF SYSTEM BflFORMATLON Low Mope Roo/Area1Sn Steep'' God.RafAt ea 09 Total (SF) 3 00 0 Section B (Roof• plan) Sketch Roof Phu c- lihntnute ail wets and moons, roof drains, mappers, overflow ors and ~How 01 eections and levels, clearly of elevated pressen zones and location of fia :ill11ainli miimMUMMIUoOMIMYl •iminulmrlssumlimminslummitu milMai nim11 Iiiiliim ill!• iaiam ill■ mi1 11■ liaalmimili iiim •liiliaiiilmasimilm immimmlmlmmmml■1111i lliil mmiml iii immi__ _a_m8••lmllmimmmm•8111mmml_ma essommilma isimmiimiilliiill mmia•millikWalco 11m•1m millal111111 it mm Immilmmilliimllil8•m111 ■ iililil' ��/ �lliilii, l��l?•+�tyiiiailllllililiiiiiiV - 7�9lrkltLi� illmmmmammim mmlmllm•liill anima? 511 immi•millimiinnarni8llilil ∎Micirnms llmmiiiimiiiliimimim •ilmmllmmllmaleimirilOPw RI- llmllllmmlmamam mamimmumanmmiimmimliliiiim mllm•lmmallsimmimilim iL `\ I )mmici i um* imam mmmwx wmmaamsmxs81mllialimilmlliillim milili■ milliamr17msmmmmi (f iliiliirrliiliill11nlilalliialliilail ■illieiiiiiaillWjiumaismsammk / a• 1111ii11' iill lfif,• 111n n1i1111111�1m111i11111ililaaiimil 'illlilaa `iv1111i11 Illllmi1811i1�1im• Mlill11m11811iimmmllllmml •18ii181ii18Lmlm1ilm•L\ \1111 :iili[ml I Imilimhili i1111:l nisimarnrMil %iiiiiNtiVjijliiitgmmil \l1IAmg gl lmn: lnnaailnlniiaiiiinlia anaai:1R1'l:CC:r1:::, mmillM i. 1'- it i u rimalimilimillmama ►■m!A?�Pliammwas immli mlimmlmliilmi '�m1m11li8iml8t• r I Immlllimlmammimllmir•1 iGimlam7lmlm18allaimlr iimmilliliiiim■ (, Ammxi 1111I immlmilliiimmimiiilxlimiiiliiiimilimiilll milim1NIxi lmalu limmmim�_ l{u(8mmli■ Iimmiimiilmiilmililiillllii■ ppi' ■mimmiillliiiiiami imiYlimililm \141m imRmmliiiimmmmiiliilmilmliiim ■lmmlmililimliilnlimil " ■iillmm ukmair . 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ILki • of4 Roof-System Manufacturer: ' e- V 1_-...."_._ ". .• • : • t' C_ - .Y! . . . . •• • • • Notice of Acceptance Number 0 7 "/ 0 A 3' ... /a- • . • • • • • • • ••• •• ; Minimum Seeker Wind Pressures, r S'App b7 li abie � RAS 127 or Cat lotions): P1: 3 -AS f.. 13 = 7 p f � 3 . 6 J7 . Maximum Dorgan Pressure � ., 3 # li Method ra a rt ( e- 6 t 04 Roof 4i k Ad hey / yld 1 1 Roof Slops: 12 123 -48 6113 PACE 4 Plotkin Bum Coda Edition 2082 High Velocity Hunicans Zane Mann Pe t Fe.% • • : . • • • . . . . . Section D Mew Sloped Ri` Svsibto . ::: : • • Steep Sloped Roof �m Descriptlon ®4 tecJ( P/ thubdaYment 3 o N DU A- 0 Mean Roof itehibt ! 5 1 I, rS A i * s Cq p -I Typa 1 sheet I Poi / 541, K rtU ( Type &Size Drip b • I G'ek { lQ Ze-d Meta �. lYq wr,S q I 1 (P r xl: (Pi: x L (P x 1 High Velocity Hurricane Zone Uniform pmt A iplibatioh'E6 n Section E (Tile Calculations) • • For Moment based tile systems, choose either Met edi • r 2' . . . � � • �n4p�J�eYAiu� for M the values from M. I f the Mr values are greater than or equal to the Mr values, for each area of the roof, then the tile attachmen method Is. acFgpta p e. Method 1 "Moment Based Tile Calcu.l ttohs:'br :p,,t 127'; (P1: 5 x x . 0.20V= 3 � ) - Mg: 6. i f = M • . ;15 • • NOA M 3 f 3 (pa :55./ xxv.;;tofi'_ -M tn. (J =M . (P3: q5,/ x1l 0,R09 =/1.7g) -M 0. if ` =M 3/. 13, V7 NOA /° . Me ; , t 2 "Simplified Tile Calculation Per Table Below" Required Moment of ' nee (M From Table Below NOA 11, M Required Moment Resistance! Mean Root Height . Roof Slope 2'12 3:12 4:12 5:12 6:12 7:12 5' 30. 28.7 26.6 24.5 22.5 20.8 20' 33.4 31.3 26.7 22.6 25' 35.7 33.4 30.9 28.5 26.2 24.1 30' 37.7 352 32.6 30.0 27.6 25.4 40' '40.7 38.1 35.2 32.5 294 27.5 `Most be used in conjunction with a list of moment based tile , tems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile ms use Method 3. Compared the val for F' with the values for F If the F' v es are greater than or equal to the F values, for each area of the roof, then the tiletttachment method is acceptable. Method 3 "Up _ = x w: = x w: _ ) __ zw:= )- • .• • • Based Tile Calculations Per RAS 127" -w: x cos B.- = Fri W: x cos 0: = F , x cos B.- = F,: NOA F NOAF NOA F Where to o btain Information Where Design Pressure Mean Roof Height RoofSlope F NOA F Calculate! Aerodynamic Multiplier Restoring Moment due to Gravity Attnent Renee NOA NOA Requited Moment Resistance Minimum Attachment Resistance Required Uplift Resit AverageTile Weight Tile Dimensions S ymbol ere to find Pt or P2 or P3 RAS 127 -'able 1 or by an engi g analysis prepared by PR based on ASCE 7 H Job Site \ Mr Caladated O Job Site NOA W NOA ! =length NOA w= width All calculations must be submitted to the Building O1Ec44 at the time o7'permit applicant: 1n. M IA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Llfetile, LLC 200 Story Road Lake Wales, FL 33898 • .. • • • • • • • • • • • • • • 140 VIThTflitt GLIR:StRgET, SUITE 1603 MIAIdh, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • • • • • • • • ••• • • • • • • • • • • • • •• • • • • • • ••• • • • • • • • • • • ••• • • • • • • • • • M II DA E CQUNTY, FLORIDA • 11 .RO- DAPCFE4CLER BUILDING • .. - - .•• • • •• • • • • • •.. •. • • • Scow: 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 ARE may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hur Zone of the Florida Building Code. DESCRIPTION: Atlantis Shake & Slate Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA #02-1211.08 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 07- 1023.12 Expiration Date: 12/16/12 Approval Date: 12,113/07 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: 2. PRODUCT DESCRIPTION Manufactured by Atulicant Monier Lifetile Atlantis Shake and Slate Tile Trim Pieces Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Roofing Flat Profile Roofing Tiles Concrete Test Dimensions Specifications 1= 16" w = 10" 1 thick 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: 25- 7094 -8 25-7094-5 TAS 112 TAS 112 • • • ... . • • • • • • • ... • • • . .. • • • .. • • • • • • • ... • . • • . • • • • • • . • .. . . . • .. • .. .. . • . .... . • • . . • . ... • • . • • • • .. • • • . . . . • • • • • • . • • • • • ... • • • • 1. SCOPE This renews a system using Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile, as manufactured Monier Lifetile LLC in Boca Raton, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. Product Description Flat, interlocking, high pressure extruded concrete shake and slate roof tile equipped with two nail holes. For direct deck, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test entifier Test Name/Report 7161 -03 Static Uplift Testing Appendix III PA 102 & PA 102(A) 94-060A Static Uplift Testing 94-084 PA 101 (Mortar Set) (Adhesive Set) 25- 7094 -2 Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Date Dec. 1991 March, 1994 May 1994 Oct. 1994 Oct. 1994 Oct. 1994 NOA No.: 07- 102332 Expiration Date: 12/16/12 Approval Date: 12/13/07 Page 2 of 7 Test A2encv The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Professional Service Industries, Inc. Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineerins Test Identifier 25- 7183 -6 25-7183-5 25-7214-1 25- 7214 -5 7161 -03 Appendix 11 Letter Dated Aug. 1,1994 P0631 -01 PO402 Project No. 307025 Test #MDC -77 224 -47099 520109 -1 520111 -4 520191 -1 Calculations Calculations Calculations Calculations Calculations Calculations Calculations Calculations TAS -112 • ... • • .. •. • • • •. • • • • • • • • . • • • •.• • • • • • • • • • • ••• • • • • Test NamehRenott „ Date • b - ••• .. � � �� •1� S"tat'c�'UpliftTestidg b.1995 . 'PA 113'2 • • (2 Quik -Drive Screws, Direct ST tii tljft Fer hng : ' • • Feb. 1995 •P'A102 • • ••• ••• (2 Quik -Drive Screws, Battens) Static Uplift Testing March, 1995 PA 102 (1 Quik-Drive Screw, Direct Deck) Static Uplift Testing March, 1995 PA 102 (1 Quik-Drive Screw, Battens) Wind Tunnel Testing Dec. 1991 PA 108 (Nail -On) Wind Tunnel Testing Aug. 1994 PA 108 (Nail -On) Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Withdrawal Resistance Testing Sept. 1993 of screw vs. smooth shank nails Wind Driven Rain Oct. 1994 PA 100 Physical Properties Sept. 1994 PA 112 Static Uplift Testing Dec. 1998 PA 101 March 1999 Aerodynamic Multiplier Moment of Gravity 25 -7094 25 -7496 • .. • • • • • 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Aerodynamic Multipliers Two Patty Adhesive Set System 13343.1 October 2007 August 2007 February 1996 April 1996 December 1996 March 1995 April 1999 April 1999 June 2007 NOA No.: 07- 1023.12 Expiration Date: 12/16/12 Approval Date: 12113/07 Page 3 of 7 Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight W (Ibf) Length -I (ft) Width -w (ft) Monier Lifetile Atlantis Shake & Slate Tile 8.5 1.33 0 • • ... • • • ... . . . . • • • .. .. • • • • • • • • • • • • • • • • • • • • • ... • • • • ... . . . ... . • 3. LIMITATIONS . .. .. " .. . . • . • .... 3.1 Fire classification • is not part of this acceptance. "' • • • 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. • • • • • • • • • 3.3 Applicant shall retain the services of a Miami Dade todn CerOffettboratelY to perform quarterly test in accordance with TAS 112, appendix ? At. §uch testing ,!hall 4 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. 3.7 May be installed on slopes 7:12 and greater with a minimum of two screws. 4. INSTALLATION 4.1 Monier Lifetile Atlantis Shake and Slate Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Tile Profile Monier Lifetlle Atlantis Shake & Slate Tile Table 2: Aerodynamic Multipliers - X ft (ft X (ft Batten Application Direct Deck Ap . !cation 0.208 N/A 4 ":12" Battens Direct Deck Tile Profile Monier Lifetile Atlantis Shake & Slate Tile 2 ":12" Battens Direct Deck N/A 6.17 Table 3: Restoring Moments due to Gravity - M Ibf) 6 ":12" 3 ":12" Battens Direct Deck N/A 6.11 -' N/A 6.01 5 ":12" Battens Direct Deck N/A 5.89 Battens Direct Deck N/A 5.75 7 ":12" or greater Battens Direct Deck N/A 5.59 NOA No.: 07- 1023.12 Expiration Date: 12/16/12 Approval Date: 12/13/07 Page 4 of 7 • • ••• • • • ••• •• •• • • • •• .• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • - Table 4: Attachment Resistance Expressed isl a MotAellt: • M41 '(l1f)' . • • for Nail -On Systefr • - , • • • • • • Tile Fastener Type Direct Deck Direct Deck battens Profile (min 15/32'; • • . (min. 19/32" Plywood). :.: : Piyld9 • ' • . . Atlantis Shake & Slate Tile Monier Lifetile 2 -1 Od Ring Shank Nails 30.9 ' • • ' • 38,1 ••• • • N/A N/A 1 -10d Smooth or Screw Shank Nail 2 -10d Smooth or Screw Shank Nails 1 #8 Screw 2 #8 Screw 1 -10d Smooth or Screw Shank Nail (Field Clip) 1-10d Smooth or Screw Shank Nail (Eave Clip) 2 -10d Smooth or Screw Shank Nails (Field Clip) 2 -10d Smooth or Screw Shank Nails (Eave Clip) 7.3 14.0 30.8 51.7 24.3 19.0 35.5 31.9 9.8 18.8 30.8 51.7 24.3 19.0 35.5 31.9 N/A N/A N/A N/A N/A N/A N/A Table 5: Attachment Resistance Expressed as a Moment M (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Monier Lifetile Atlantis Shake & Slate Tile Tile Application Adhesive 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. Palyfoam Product, Inc. Average weight per patty 8 grams. Minimum Attachment Resistance 31.3' Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft lbf) for Single Patty Adhesive Set Systems Tile Profile Monier Lifetile Atlantis Shake & Slate Tile 3 Large paddy placement of 45 grams of PoIyProTp°. 4 Medium paddy placement of 24 grams of PolyProTm. Tile Application -P ol yP roTm PolyProT l Minimum Attachment Resistance 118.9 40.4 Table 5B: Attachment Resistance Expressed as a Moment - M -Ibf) for Mortar or Adhesive Set Systems Tile Profile Monier Lifetile Atlantis Shake & Slate Tile Tile Application Mortar Set" Attachment Resistance 39.0 NOA No.: 07- 1023.12 Expiration Date: 12/16/12 Approval Date: 12/13/07 Page 5of7 • • • • ••• • • • 5. LABELING �• • ••• • • • • • • •• • • • • All tiles shall bear the imprint or identifiable mark g of tae mynfacttrer's na n4 cO logo, or following statement: "Miami -Dade County Product Control Approved. • • ••• • • • ••• •• •• • • • •• •• • • • • •• • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• •• • • • •• ••• •• •• • • • • • • • • • • • • MONIER LIFETILE LLC, ATLANTIS SHAKE AND SLATE (BOCA RATON, FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 07- 1023.12 Expiration Date: 12/16/12 Approval Date: 12/13/07 Page 6 of 7 wAITHLOCK 18118 °� OVERLAY • ° ViMBILOCK • • • • ••• • • • • • • • • • • • • • • PROFILE DRAWLS ' • ' • •' • • • • • • .. •• • • • • • . • • • • •• •••• • • ••• • • • • 11ir •• • • • • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• •h h 181!8' • • •• ••• •• • • • • • • • '.•. • • • • • ••• •• •"` .. WRAY MONIER LIFETILE ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 07- 1023.12 Expiration Date: 12116/12 Approval Date: 12/13/07 Page7of7 MIAMJOADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 • AWIIAMI -DADE ,LINTY, J LORJDA :Iv1•TRO•DADt FIAGI.FR;BI:ILUVIG 140'1y? ST FF..AGI!ER S4'R&EET, CUrt 163 MIA, FLORIDA 3'3130 -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 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 signed to comply with the Florida Building Code and the High Velocity Hurricane Zone of to • ling Code. DESCRIPTION: Polystick P, Basik, I' 1• '!I (TU Plus FU Polyester and MU Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06- 0505.01 and consists of pages 1 throu The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 1 of 6 ROOFING COMPONENT APPROVAL Catesory: Sub- Cateeorv: Material: PRODUCTS DESCRIPTION: Product Polystick P underlayment Polystick Basik underlayment Polystick IR/IRX underlayment Polystick TU underlayment Polystick TU Plus underlayment (Facer of Membrane Labeled in Orange or Black Ink) Polystick TU Polyester Polystick MU underlayment Roofing Underlayment SBS , APP Self - Adhering Modified Bitt3meir Test Dimensions Specification Roll: ASTM D 1970 75' x 3' 40 mils thick Roll: ASTM D 1970 65'8" x 3'3 60 mils thick Roll: TAS 103 and 65'8" x 3'3'/ ASTM D 1970 80 mils thick Roll: TAS 103 and 32'10" x 3'3- ASTM D 1970 100 mils thick Roll: 65'8" x 3'3 - 80 mils thick Roll: 32' 10" x 3'3 -3/8" 130 mils thick Roll: 65'8" x 3'3- 80 mils thick TAS 103 and ASTM D 1970 TAS 103 TAS 103 and ASTM D 1970 • • • • • • ••• •• •• • • • •. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • . • • • • • • • . . • • • • • - • • ••• • • • • • • • • • ••• • • • Product Description • • • • • • • • • • •••• • • • . • •• ••• •• • • • • • • A ••• •• A polyethylene top surface, self - adhering, SBS polymer modified bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. A homogeneous, rubberized asphalt waterproofmg membrane, glass fiber reinforced with polyolefmic film on the upper surface for use an underlayment for metal roofmg. A fine granular /sand top surface self - adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. A heavy granuled surface self adhering, APP polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. A non - wicking fabric surfaced, self - adhering, APP polymer modified, fiberglass reinforced with a high strength polyester fabric, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt waterproofmg membrane, glass -fiber /polyester reinforced, with a granular surface designed for use as a tile roof underlayment. A non - wicking fabric surfaced, self - adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofmg and roof tile underlayment. NOA No.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 2 of 6 . ..e , • APPROVED • • • • • • • • • • • • • • • • • • • • . • • • • • •• • • • • • • • • .•• • • • • • • • EVIDENCE SUBMITTED: ' • • • "' • ••• ..• •••• Test Agency Test Identifier Test Mini/Report • • • • ; Date : • • • ••• • • • Exterior Research& Design, LLC #11756.04.01 -1 TAS 103 04/27/01 #11756.08.01 -1 ASTM D 1970 08/14/01 #02202.08.05 TAS•1,03 • • ' • i pk • • Trinity ERD #P5110.08.07 TAS.103 • • • • NOW PRI Asphalt Technologies PRI0111 1 ASTM D 4977 04/08/02 PUSA- 005 -02 -01 ASTM D 4977 01/31/02 PUSA - 018 -02 -01 ASTM D 2523 07/14/03 PUSA- 035 -02 -01 TAS 103 09/29/06 PUSA- 033 -02 -01 ASTM D 1970 01/12/06 Momentum Technologies, Inc. JX20H7A ASTM D 4798 04/01/08 ASTM G 155 INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated, new construction Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 or Polyprotector UDL or Polyprotector UDL AS. Fastening: Nails and tin caps 12" grid, 6" o.c. at laps. (for base sheet only) Membrane: Polystick membranes self - adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is. applied. . All side laps shall be a minimum of 3-1/2" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. Polystick TU and TU Plus shall not be left exposed as a temporary roof for longer than 30 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. NOA No.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 3 of 6 Tile Profile Polystick IR/IRX Polystick MU Polystick TU, TU Plus TU Polyester Flat Tile 5:12 No limitation No limitation Profiled Tile Prohibited 5:12 No limitation • • • ••• • . • • • • • • • • • • • GENERAL LIMITATTIONS: ' • •• •' . • : • • • • ••... . ... • • • • • • • • . • • • ••• • • • 1. Fire classification is not part of this acceptance. 2. Polystick P, Basik and IR/IRX may be used in asphaltic shingles, wood shakes and shingles, non- structural metal roofing, and quarry slate roof assemblies. Polysti& Psai .1$'dsiksllitdt'leased • as roof tile underlayment. • • • 3. Deck requirements shall be in compliance with applicable building cone! • • • ••11 • • • 4. Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick membranes shall not be adhered directly over a pre - existing roof membrane as a recover system. 6. Polystick P, Basik, IR/IRX, TU, TU Polyester and MU Underlayments shall not be left exposed as a temporary roof for longer than 30 days after application. Polystick TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice. Polystick TU, TU Plus and MU may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR/IRX is limited to mechanically fastened roof tile applications. Polystick TU Polyester may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as described below: The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. 9. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass Tile loading detail for loading procedure. 0 O. 0 N N 1 Roofing Tiles (6 Max. Per Stack) • • ••• • • • • •• • • • • • • • •• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • NOA No.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 4 of 6 • • • •04 • • • • • • • • • • • • • • • • • • • • • • • • GENERAL LIMITATTIONS: (CONTINUED) • • • • • • ▪ • • • • 10. Refer to prepared roofmg system Product Control Notice of Acceptance for 'listed �.pprovat of this product with specific prepared roofing products. Polystick P, Basik, IR/IRX, TU, TU Plus, TU Polyester & MU may be used with any approved roof covering Isl me liatin .. Polystick P, Basik, IR/IRX, TU, TU Plus, TU Polyester & MU as 0 t1 npnn pnteotain assembly in the Notice of Acceptance. If Polystick P, Basik, IR/IRX, TU, T7.f Ptu4 T IrPooyQstfr kV is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus and Polystick MU should be back - nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus and Polystick MU should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back - nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass 2000 MB Plus trowel grade or other approved premium SBS modified trowel grade mastic, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick Basik. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. • • ••• • . • .•• •• Y• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• NOA No.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 5 of 6 END OF THIS ACCEPTANCE • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • ••• • • • 6. Battens and/or Counter - battens, as required by the tile manufa'ct�r tIOA's or;'dU projects for pitch/slopes of 7 "/12" or greater. It is suggested Ad on pitch/lopes iii excess ofd.' 1/4"/12 ", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading'Qf dir 1 �1e$ • S F?ty -E t (48) Hours. •• • • • • • • • ••• ••• 8. Polystick TU Plus, Polystick MU may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass MB 2000 Plus Trowel Grade Mastic or an approved premium SBS modified trowel grade mastic to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800) 894 -4563. 13. Polyglass offers a 10 year Limited Material Warranty on all properly installed Polystick self - adhered underlayments. Warranty must be requested and registered by Polyglass to be in force. 14. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894 -4563. 15. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. NOA No.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 6 of 6 M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) The Dow Chemical Company 901 E. Kankakee River Road Willmington, IL 60481 This NOA renews NOA No. 01- 1011.01 and consists of pages 1 through 8. The submitted documentation was reviewed by Jorge L. Acebo. • • ••• • • • • • • • • • • • • • • • • • • • ••• 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: Tile Bond -Roof Tile Adhesive 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. • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • ••• • • • • • • • • • • a1AM RADteoUNTeFEQRIDA METRO -DADE FLAGLER BUILDING 140 % SI FLAGLER STREET, SUITE 1603 • • • mrANI 'LO(ISA33C30 -1563 • ••••••••• • (�05 3? -?�90 • • F x (305) 375 -2908 •• • • • • • ••• •• • NOA No.: 06- 0417.02 Expiration Date: 08/23/11 Approval Date: 07/13/06 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: SCOPE: This approves TILE BOND as manufactured by The Dow Chemical Company, as described in this Notice of Acceptance, designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. For the locations where the pressure requirements, as determined by applicable building code, do not exceed the design pressure values; as obtained by calculations in compliance with RAS 127, using TILE -BOND, and where the attachment calculations shall be done as an uplift based system. PRODUCT DESCRIPTION: Manufactured by Applicant Tile -Bond Factory premixed canisters Single component polyurethane foam roof tile adhesive Components or products manufactured by others: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list uplift resistance values with the use of TILE -BOND roof tile adhesive. Typical Physical Properties: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Roofing 07320 Roof Tile Adhesive Polyurethane Dimensions Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2842 ASTM E 96 ASTM D 2126 • • • •• • • • ••• . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .•. • • • • ••• • • • • • • • • • • • • • . • ••. • • • • • • • • • ••• .• • • • • • • •• • • • • •• • • • • • •• • • Product Description ••• • • • • • • • • •• • • • • • • • • • • • • • . • • • • • • • • • Results 1.91 lbs. /ft. 10 PSI @ 10% deflection 17.0 lbf @ 180 65% RH for 90 days, concrete to concrete 3.96% absorbed by Volume 2.67Perm / Inch 1.01% Volume Change @ - 40 °C., 2 weeks 10.44% Volume Change @70 °C., 97% Humidity, 2 weeks NOA No.: 06- 0417.02 Expiration Date: 08/23/11 Approval Date: 07/13/06 Page 2 of 8 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum patty Weight per tile (grams) Flat / Low Profile #1 11.1 Medium Profile #2 11.0 High Profile ( Head) High Profile (Nose) #3 22.0 11.0 Two Piece Barrel #4 11.6 • • • ••• • • • • • • • • • • • • • • • • • •• • • • • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • LIMITATIONS: 1. Fire classification is not part of this acceptance. • • • • • • • • • • ••• • • 2. TILE BOND shall solely be used with flat, low, medium, and high'tilerit4e :: „ • : • • • 3. Minimum underlayment shall be in compliance with the Roofmg•Appkcaetioro gtandard RAS 4120. 4. Roof Tile manufactures acquiring acceptance for the use of TILE -BOND roof tile adhesive with their tile assemblies shall test in accordance with RAS 101 with section 10.4 as modified herein. (F ) W 5. F'= ' 2, MS • • ••• • • • • •• •• • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• INSTALLATION: 1. TILE BOND may used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of TILE BOND. 2. TILE BOND shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of TILE BOND shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. TILE -BOND roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and The Dow Chemical Company TILE BOND Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by The Dow Chemical Company. 5. Pressure treated wood filler block shall be required on all eave course of all tile profiles, except on two piece barrel tile 6. Tiles must be adhered in freshly applied adhesive. Tile must be set within 4 minutes after TILE BOND has been dispensed. 7. TILE BOND placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. NOA No.: 06- 0417.02 Expiration Date: 08/23/11 Approval Date: 07/13/06 Page 3 of 8 LABELING: All TILE BOND containers shall comply with the Standard Condition ,l1sted: er ein. • • • • • • • • • • • • • • • D • • • • • • BUILDING PERMIT REQUIREMENTS: Any documentation required by the Building Official or applicable building code in order to properly evaluate the installation of this system EVIDENCE SUBMITTED: Test Agency Test Identifier Center for Applied Engineering South Research Institute Walker Engineering, Inc. Celotex Corp. Testing Services 25- 7512 -1 25- 7512 -2 25- 7512 -3 25- 77512 -4 25 -7781 257794 -2 01.8366 -014 N/A 520111 -1 520111 -2 520111 -3 520111 -4 520111 -7 520111 -8 520111 -12 520135 -3 520135 -4 520135 -5 • • •• •• • • • • • • • • • • • • • • • • • • • • ••• • • • • • Test Name/Report TAS 101 TAS 101 TAS 101 TAS 101 Physical Properties Testing SSTD 11 -93 ASTM E108 -95a ••• • • • • • • • • ••• • • • 000 0 • • • • • • • ••• Evaluation of Test on a Two -pad System TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 • • ••• •• •• • • • • • • • • • • • • • ••• ••• • •• • • • • • ••• • • • •• • • • • • • • • • • • • • • • • • • • • Date •• • • • • •• 01/25/96 01/25/96 01/25/96 01/25/96 11/07/96 10/03/96 February 1997 12/16/97 12/28/98 12/28/98 12/28/98 12/28/98 12/28/98 12/28/98 12/28/98 02/01/99 02/01/99 02/01/99 NOA No.: 06- 0417.02 Expiration Date: 08/23/11 Approval Date: 07/13/06 Page 4 of 8 • • • ••• • • • • • • •• •• ' • • • • • • • • • • • .• • • • • • • • •• • • • • • • •• • • • • . • • • • • • . . . . • • • • • • ... • • •• • • • • . • • • • • • ... . • - • • ADHESIVE PLACEMNT DETAIL • • •.. • ... : • . . . • . • t' ,• • .. • • • ' . • • • • • •, .. LOW (FLAT) PROFILE DETAIL #1 •• NOA No.: 06- 0417.02 Expiration Date: 08/23/11 Approval Date: 07/13/06 Page 5 of 8 • • • • • • • • • • • • • • • • • •• • • • • • • • • • •• • • • • ••. • • • • • • • •.. • • • • • ••• • • • • • • • • • • ••• • MEDIUM PROFILE DETAIL #2 • • • . . . • . • • • • • • • • • • • • • • • • • • • •. . . . . • • •• • • • • • • •• •• •• NOA No.: 06- 0417.02 Expiration Date: 08/23/11 Approval Date: 07/13/06 Page 6 of 8 HIGH PROFILE • • • • • • • DETAIL • • • ••: • • :.• O• • . • • • • • • . • • • •• • • • • • ••• •• • • •• •e ••• 46 • •• •: ••• • • • • • • • • • • • • ••• • • • • 0 4100 • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • ••• • • • • • • • • • • • • • • • • • • ••• • •.• • • • • • NOA No.: 06- 0417.02 Expiration Date: 08/23/11 Approval Date: 07/13/06 Page 7 of 8 BARREL PROFILJ . • • • • • • •• • • •• DETAIL#4 ' • •• •• ••• • • ••• • • • • • •. • • • END OF THIS ACCEPTANCE • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • ' • • • • ••• • • • • • • • • • • • ••• • • • • ••• • 0 • " • • • • • • • • • • • • • • • • •• • • • '•' • • ••• • • • •• • • • • • • • • • • • • 00 • • • • • ••• •• • NOA No.: 06- 0417.02 Expiration Date: 08/23/11 Approval Date: 07/13/06 Page 8 of 8 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 Protect Address 290 NE 101 Street Miami Shores, FL 33138 -2423 1132060134590 Block: Lot CHERYL SUTTON Owner Information Address Expiration: 10 /25/2008 Parcel Number Phone Applicant Cell CHERYL SUTTON 5004 NW 29 Street GAINESVILLE FL 32605- Contractor(s) Phone Cell Phone ALL DADE GENERAL CONST INC (305)696 -0029 Type of Work: Re Roof Additional Info: COLOR THRU Classification: Residential Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $1.20 $0.40 $250.00 $9.00 $8.25 $266.85 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy MAY Oi112O Available Inspections : Inspection Type: Final Roof Roof Repair In consideration of the issuance to me of this permit, I 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. April 28, 2008 Date Monday, April 28, 2008 1