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RF-16-808 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone:(305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-260247 Permit Number: RF-3-16-808 Scheduled Inspection Date:June 03,2016 Permit Type: Roof Inspector Mesa, Michel Inspection Type: Final Roof Owner: AMRY AGUILERA,CARLOS GARZON Work Classification: TilelFlat Job Address:265 NE 96 Street Miami Shores,FL 33138- Phone Number Parcel Number 1132060134100 Project: <NONE> Contractor: MIAMI ROOFING SYSTEMS,INC Phone: (305)754-5554 Building Department Comments TEAR OFF ROOF SYSTEM INSTALL NEW DRIP EDGE, Infractlo Comments TILE UNDERLAYMENT AND TILE INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-2555$1. Failed �DSe Correction ❑ Needed Re-Inspection Fee No Additional inspections can be scheduled until re-inspection fee is pale. C� June 02.2016 For inspections please call:(305)762-4949 Pace 33 of 34 6131# Lab Report No. 126059 PROV/DlNG SOLUTIONS TO THE��®Nip TEC lNG/NDUSTRY �� 8C6C.A.#30448 Lab Certificate#13-0507.02 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO-DADE COUNTY PROTOCOL TAS-106 PROPERTYADDRESS 265 NE 96th St.,Miami Shores PERMITNo: RF-3-16-808 owNER Ami Abdiel Luzoando ROOFING SQUARES: 28 CONTRACTOR: Miami Roofing; ROOF PffCH.• 4:12 TILE TYPE: Double Rall INSPECTOR INITIALS: DW&RW ATTACHMENT.• Polyfoam TEST DATE: 5/23/2016 Testin Equipment:Di ital hatill n DFI 2 0 Test Tabulation R uired Testing Force:35 Ibs No. RiSULT No. RESULT No. RESULT No. RESULT No. RESULT 1-9 Passed 10-19 Passed 20-29 Passed 30-36 Passed THIS ROOF HAS:PASSED ® FAILED 0 THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI-DARE COUNTY TAS 106. 29 1 36 32 33 3034 28 5 31 24- 22 \ 2 • 23 \ , 21 26 19 20 25 14 18 - - - 13 11 66' 10 17 15 16 I� 7 ' 8 4 2. /5. Alberto Cardona,P.E. --- - - - 61' --- - Lie.No. 17138 /�I14 10735 SW 216th St.Unit 416 Page 1 of 1 Tei:305-256-4550 Miami FL 33170 www.FloridaTEC.net Fax:305-256-6833 (9Al" Miami Shores Village10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 Phone: (305)795-2204 �? Expiration:09!24/2016 Project Address Parcel Number Applicant 265 NE 96 Street 1132060134100 Miami Shores, FL 33138- Block: Lot: CARLOS GARZON AMRY AGUIL Owner Information Address Phone Cell CARLOS GARZON AMRY AGUILERA 265 NE 96 Street MIAMI SHORES FL 33138-2175 Contractors) Phone Cell Phone Valuation: $ 21,400.00 MIAMI ROOFING SYSTEMS,INC (305)754-5554 Total Sq Feet: 2891 Type of Work:Re Roof Available Inspections: Additional Info:TEAR OFF ROOF SYSTEM INSTALL NEW DR Inspection Type: Classification:Residential Up Lift Report Scanning:3 Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-3-16-59163 CCF $13'20 0=8/2016 Credit Card $803.20 $50.00 DBPR Fee $4.50 DCA Fee $4.50 03/25/2016 Credit Card $50.00 $0.00 Education Surcharge $4.40 Bond#:3029 Permit Fee-New Roof $300.00 Scanning Fee $9.00 Technology Fee $17.60 Total: $853.20 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 doneby either yself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,D S,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: Id"that all the foregoing info tion ' ccurate and that all work will be done in compliance with all applicable laws regulating construction and zonin . F hermore,I authorize thea na ont ork stated. March 28,2016 uthorized S nature:Owner / icant / ontractor / Agent e B ' Department opy March 28,2016 1 Miami Shores Village - - -- - -- �"�� Building Department MAS Zg2010.� . g p (� 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 BY: INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 t`-1. s�• BUILDING Master Permit No. � PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ZROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: CA05 Ale R� City: Miami Shores County: Miami Dade Zip: 3 Folio/Parcel#: f/ Woo— V13'Y/dO Is the Building Historically Designated:Yes NO Occupancy Type: Load: Oa Type: / /� Flood Zone: BFE: FFE: e� OWNER:Name(Fee Simple Titleholder): OQ i/tGs H' 31(;41 j4ff,dh L.uZ� hone#:_&Q a!f f" %$4 Address: cPUS NE 5(p 4"L City: r1r sayy►, 4wer, State: F1 Zip: i-3/c3 Tenant/Lessee Name: Phone#: Email: .... _� CONTRACTOR:Company Name: Mom' S .s-�LG Phone#: " Address: &(07 /I.II.C1 J& LIV City: Al(,L i'" State: Zip: MAYO Qualifier Name: ;Tan Cts ,cr,-e'r�'q Phone#: State Certification or Registration#: fti-- JAW C14 Certificate of Competency #: DESIGNER:Architect/Engineer: Phone#: Address: City: a State: Zip: Value of Work for this Permit:$ / 4A Square/Linear Footage of Work: orf/ Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: :gmie 1W-f- 6(/WS J �+i< // �'ew 8 458t� t"11 AL^/ 3113 Ceti? -C�- . ,-?Ls4wj/ .�;r, c..h 1 ,� �.,s l/ ;& Specify color of color thru„tile: -onp &IMa/ c4ozAl"a 41 Submittal Fee$ w Y Permit Fee$ CCF$ 31 CO/CC$ Scanning Fee$ Radon Fee$ T' `� DBPR$$ , 1 'f' Go Notary$ Technology Fee$ 9, Training/Education Fee$ Y1 kT,L J Double Fee$ Structural Reviews$ '0 Bond$ ' 03 TOTAL FEE NOW DUE$ ' 2-6 (Revised02/24/2014) 6(33 . 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,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. ?a "WARNING TO`-O OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO Y6UR'Pk0PERYyi.AF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR.NQTICE QF COTAMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$7500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will bQ delivered to the person whose property is subject to attachment. Also,a certified copy of the'recorded notice of commencement P>dkbe posted'dit 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. Signaturex Signature OWNER or AGENT CO TRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was.acknowledged before me this C2_1% day of n?4 r 1 ,20 I(A by .�33" _ `day of d ,G ` 20__c✓G ,by CCAJo& ji"I 6XMn tA0C,% o is personally known to Chi 9 t�11 ,who is personally known to me or who has produced L as me or who has produced 1/. as identification and who did take an oath. identification and.whp did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sigri:' S",`N�tlq•, S, y..t. 210,0'. +. . , •4..8.0 Print' `.►�' °8� .C*AWS PITA.!*-,. 4�y' Print`` +" mc` e�:•� , �ARIOS PIJIC .� s. Seal: a, �r My Comm.Expires Aug 16.2018 Seal 20 MY Comm.Expires Aug 18.2018 ,;TUP, Commission I FF.142787 '�" ►F op.• Commission FF 142787 1 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami shores Village Building Department — � 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2^d Ave Miami Shores, FI 331/3y8 Re: Owner's Name: (:Cts�� A Wa t Garzon Luzean d a Property Address:_ cXp S` J/E 9& `S4 Roofing Permit Number: Dear Building Official: I If 10s 144110W GGrzM ZVZCQ4docertify that I am not required to retrofit the roof to wall connections of my building because: AIThe just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00. Please attach proof of ad valorem taxation. ❑The building was constructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions of 1994 edition of the South Florida Building Code(1994 SFBC) Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn,deposes and says that he/she's the owner for the above property mentioned. Swornto and subscribed before me this geoe I day �A4►�tY a��44 CARLOS PITA s r ;s Notary Public-State of Flortea Notary Public,Sate of Florida at Large =ay comm.Expires Aug 16.2016 ManCeffimlealen#F FF 142767 • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300,000.00,and the 21141;Z not constructed wfth FBC nor a 1994 SFBC.Then you must pmvloe a building application from a General Cnntrector for the Roof to WaA connection Hu"wane Mitigation. Revd on 5012009 Prope Search Application-Miami-Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On:3/25/2016 Property Information Folio: 11-3206-013-3870 f Properly Address: 262 NE 96 STMiami Shores,FL 33138-2716 Owner PERRY ALEXANDER Mailing Address 262 NE 96 ST MIAMI SHORES,FL 33138-2716 . Primary Zone 1000 SGL FAMILY-2101-2300 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT ,; Beds I Baths I Half 4/2/0 � r Floors 2 Living Units 1 Actual Area 4,552 Sq.Ft Living Area 3,808 Sq.Ft Adjusted Area 4,052 Sq.Ft Taxable Value Information Lot Size 17,875 Sq.Ft 20152014 2013 Year Built 1924 - County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2015 2014 2013 Taxable Value $151,91MIll $150,3931 $147,432 Land Value $428,358 $374,976 $332,010 School Board Building Value $180,885 $176,176 $176,176 Exemption Value $25,000 $25,000 $25,000 XF Value $3,482 $3,498 $3,514 Taxable Value 1 $176,9961 $175,393 $172,432 Market Value $612,725 $5546501 $$511,700 City Assessed Value 1 $201,9961 $200,393 $197,432 Exemption Value $50,000 $50,000 $50,000 Taxable Value $151,996 $150,393 $147,432 Benefits Information Regional Benefit Type 2015 2014 2013 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Assessment $410,729 $354,257 $314,268 Taxable Value I S151.9W1 $150,393 $147,432 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Exemption $25,000 $25,000 $25,000 Previous Price OR Book- Qualification Description Homestead Sale Page Note:Not all benefits are applicable to all Taxable Values(i.e.County, 06/01/2003 $0 21444 Sales which are disqualified as a result of School Board,City,Regional). 1489 examination of the deed 01/01/1988 $0 00000- Sales which are disqualified as a result of Short Legal Description 00000 examination of the deed MIAMI SHORES SEC 1 AMD PB 10-70 W1/2 OF LOT 3&LOTS 4&5 BLK 29 LOT SIZE 125.000 X 143 OR 14931-21691576423 0188 5 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/infoldisclaimer.asp http://www.miamidade.gov/propertysearch/ 3/25/2016 MAR ! 6 tote OF kSMMSUES AND ROOFTOP STRUCTURES Vi rf Buuding Code 5th Edition(20141) 01.4 P@19 mane Ione Uniform Permit Appiication Form. 10Sa@� Section A(General information) Dema;no C O Process No. f Conbactor's Name ('Y11 1 Y! t f ,o,,-----,Q—U5 UNE f ROOF CATEGORY f X Low Slope 13 Mechanically Fastened Tile MortadAdhesive Set Ttbs f © Asphaltic Shingles ❑ Metal Panel/S f ttingles ❑ Woad Shingles/Shaks3$ f ❑ Proscriptive BUR-RAS 480 f ROOF TYPE f ❑ New roof ❑ Repair ❑ Maintenance ❑ Reroofing ❑ Recovering f ROOF SYSTEM INFORMATION •••• Low Slope Roof Arse(SF)4W Steep Sloped Roof AREA(sw)- f Totat(SF)-Wl ••f ...... .. .. Section B(Root Pisan) .... � •� f• Sketch Roof Plan:Illustrate all levels and sections,roof drains,scuppers,overflow scupper an"a w dratri .trir�rlde din gy • sbrrs of ins sato busts,dearer identify dimensions of elevated pressure acnes and location otsrepets. •• :•: to •• •• . •.••f• • •1 • • f f OF OOF OOF f 1 f f f f f A f f f f f f . f f FLORIDA BUILDING CODE—BUILDING,8th EDITION(MAI) 78,37 iPOK1 i � A&r�ra*ent , b'ICC (ALL PJM RESERVED):aecossed by MiempWado on hm 8,2015 M32:12AM int to Lt�e ROOF ASSEMBUES AND ROOFTOP STRUCTURES Florida SuMdtng cote sib Edition{2x14) ! High-Velocity Hurricane Zone Uniform permit Application Farm. i ! Section C(Low Slope Application) Top Ply Fasts 13101 Fill in specft roof assembly components and identify ��#Tf�7�` ! ! manufacturer Surfacing. � ® � ✓1 � ! (if a component Is not used,identify as°NA �- Fastener Spacing for Anchorl8ase Sheet Attachment: � ! System Manufacturer. -F�i�Cf'G�d'�Y�. r r Field:J&"oc @Lap,#Rows 6L @.0 oc ! Product Approval No.: 5— �p t o V7 Perimeter:�°oc @ Lap.#Rows 4 @ , ocr From RAS 128 or C Pressures, Design Wind PFaEicaiations: - ! �! Comer=� oc @ Lap,#Rows� @ "t� P3: -® j 0'9 Number of)�F�teners Per insu on Board. ! i Max.Design Pressure,from the specific product � !��\ "p- Perimeter�A-- Comte_ r approval system: SL�o ! ! illustrate Components Noted and Details as Applicable: Deck: -- II l Woodbiocking,Gutter,Edge Termination,Stri�ying,Flashing. ! ! Type: � �t� Jul $ Cleat,Cant Strip,Base Flashing,C:cmi Shing,Coping,Etc. r �3auge/Thicitrl s; indicate. Mean Roof Height, Para6t Fk tht, I-I fsht o;Base '. ! ' Flashing, Component Material, Mj(gl.T ckneWp�elatener•�•"' r Type,Fastener Spacing or Submit Jft$jgcturers Details that :�,... 1 Ste' Comply with RAS 111 and Chapter 1�.• •• y AnchwBase Sheat&No.of Ply(s): •••• • • ! AndrorBase Sheet FastenerBonding Material: •' ' insulation Base Layer: 1 ' g Bass insulation size and ThIduiess: w 1A Pd1•apet ! Height Base insulation Fastener/Bonding Material: 1 i - Pa ! Top Insulation layer. �,�tt ! TOP insulation Size and Thlc kneas: fa 1'�Al+ MeanRoof � ! Top insulation Fastwwft nding Material: A Height ! ' r Base Sheets)&:No.of Ply(s): i rr (>e W 6&&e 1 ! She t Fastarler tgrial: , ! tI r Piy Sheets)&No.of Ply(s). ,� ! l ! ! Pty Sheat FastenerBonding Material: { Top Ply: I VO1 ! i ism FLORIDA BWLDINa CODE—•BUILM(l,Sth EDffM(014) r ' t Copyei&b.-licensed by.ICC(AM RIC1 M it>w MMED).acem wd by Sic=Palacio=hm 8,20151032:12 AM pwsuant w u mn Apeemwo.No fkd awbmised parapetltitall 1 j 3X Girt p { » C - .coe- ' 0000 I �3� •0000• 9999:6 . 000 00000 .00000 0.. 9 , 0000.. 0000.. _ ' 1�` 1 I .% { \/YL/"� 0000 • 0.. 0000.•, • • • 0000 9 0000 0000. 60.90: 9 0000 •• 0996999 0000.. •9 • . : 0 , 0000.. • 00069. • • 19699 • , •••• 9 • 9999 • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES FlorNe BuPtding Coale lith Edition(2014) a High-Velocity Hurricane Zone Uniform Permit Application Form 1 1 Section D(Steep Sloped Roof System) 1 1 Roof System Manufacturer e a /n , 1 Notice of Acceptance Number:_. /5- ®clot 3 O Minimum Design Wind Pressures,if Applicable(From RAS 127gr Calculatins): _ P4: Pt: "(0r.i Pi: i 1 1 Dec*Type � � 1 i 'iype Undertayment R f Sipe: 1 12 insulation: 1 Fire Barrier: 13 •..• ••�•;• • 1. • Ridge Ventilation? Fastener Type&Sparing: ;. ..; Adhesire Type: • Type Cap Sheet •••.: 1 '•TU �S .I.... !Heart Roof'Heigh: Aaa Roof Covering: Id •1 • Type&Size Drip 1 Edge: 1 0 FLORIDA BUILDING CODE--BIALMGc,Sth EDITWN(M4) We jjjjjjJjjjj=fjJjj:[jjjj[M ! i aat�IGHT.� �� I, seed by ENeW PAWo anions.2015 I f2 AM purmm m Lim= ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida SulldMng Code Sth Edition(2014) ! ! High-Velocity Hurricane Zone Uniform Permit-Application Form. 1 1 Section E(Tile Calculations) ! For Moment based the systems,choose either Meth 1 or 2.Compare the values for M,with the values from M,.if the NAr values ! are greater than Or equal to the M,values,for each area of the roof,than the tile'attaahment rnethod is acceptable. ! Method 1 "Moment Based Tile Calculations Per RAS 127- (PI &83 Mg; Product Approval M� c 3 1 (P2*1 L#ix%- _/� , Mg; � Product Approval Mr ! (P3 j0L xX.Nl P_J -Mg k.r M,X90 Product Approval M, ! Method 2"S irroN9ed THe Calculations Per Table Below° Required Moment of Resistance(M,)From Table Below Product Approval M, M,required Moment Resisthnw Rel Height 15' 2(' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 ! 3:12 32.2 34A 36.0 37.4 39.8 ••• 4:12 30.4 322 33.8 35.1 •••� 999••• • �� 5:12 28.4 30.1 31.6 32.8so 34.9 • 0'•i ••9•i• 1 5:12 26.4 28.0 29.430.5 ..:32.4 • • 7:12 24A 25.9 27.1 28.2 •••s .0 � � •� • • ! 'Must be used In conjunction with a list of moment based tg he syjWm endorsed by the Broward G),ft mrd oL Rwiss and••••1� Appeals. 0 • • • •• •• •• • 0000;• $ For Uplift based the systems use Method 3.Compared the values for F with the values for Fr. If the F*w*&%are greats!than or 0• ! equal to the Fr values,for each area of the roof,then the tits attachment method is acceptable. • • • 0 0 0 0 0.9 9 •090.0 9 Method 3"Uplift Based Ttie Calculations Per RAS 127" :00• 00.0 0••••0 ! (PI: x L x w::__ _)-W. x cos 0 =Fr, Product Approval F' • 99 {P2: x L x w _ -W: x cas 8 =F,2 Product Approval F' 1 (P3: x L = X w:= t-W: x Cos 0 =F,a Product Approval F ! ! Where to Obtain Mformation ! Description Syn" Where to find ! Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre. ! pared by PE based on ASCE 7 ! Mean Roof Height H Job Site Roof Std 0 Job Site ! Aerodynamic Multiplier I Product Approval ! Restoring Moment due to Gravity Me Product Approval ! Attachment Rwhtanco M, P'roductApproval ! Required Moment ResIstance M8 Calculated 1 Minimum Attachment Resistance F Product Approval ! Required Upltt Resistance Fr Calculated ! Average The Weight W 1 Product Approval ! Tile Dimensions L =length W=width I Product Approval All calculations must be submitted to the building Oflidst at the time of permit application. 1 t 15A0 FLORIDA BUILDING CODE-BUILW 4,ath EDITION(2014) CQPYIii 1 ! 8"hk or&MWby,10C(ALL R anS RE,SERVEM-8=emd by Ermw Patado o„Inn 8,2013 ra3212 AM RAWaN t ID UOea0 Agrt.3lafart�r aarhmiud. MIAMM:60Ir MIAMI-DADE COUNTY e PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mtamidade.eov/economv Firestone Building Products Company,LLC 250 W.961 Street Indianapolis,IN 46260 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (in Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet "e.. requirements of the applicable building code. '6666 •••••• This product is approved as described herein,and has been designed to comply with thitr'FlIda Bulldin* • 606.06 .6 . 0000.. Code including the High Velocity Hurricane Zone of the Florida Building Code. 0 0 6*0 6 6 a . .00000 DESCRIPTION: Firestone Modified Bitumen Roof Systems over Wood Decks. ;'. 6 0660 . .. 00006 0 0 LABELING: Each unit shall bear a permanent label with the manufacturer's name of?$gd;.city,sto�e:a;d :::::o following statement: "Miami-Dade County Product Control Approved",unless otherwise ooied herein, .' ..6.6 RENEWAL of this NOA shall be considered after a renewal application has been filbd A there•ii0, " • "' been no change in the applicable building code negatively affecting the performance of this product. ::60000: 0. 0 .060 TERMINATION of this NOA will occur after the expiration date or if there has been a revision or•6 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.11-0119.09 and consists of pages I through 41. The submitted documentation was reviewed by Gaspar J Rodriguez. t L � - NOA No.: 15-0224.07 WMLAMMADECLDUEMM Expiration Date: 03/08/16 Approval Date: 10/29/15 Page 1 of 41 Membrane Type: APP Deck Type 11: Wood, Non-insulated Deck Description: 19/32" or greater plywood or wood plank System Type E(3): Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: One ply of Firestone MB Base_or MB Base M mechanically fastened to the wood deck as described below: Fastening#1: Base sheet shall be lapped 4" and fastened with Firestone All-Purpose fasteners with 3"Round Metal Plates 12" o.c. in the lap and two rows staggered in the center of the sheet 12" o.c. Fastening#2: Base sheet shall be lapped 4" and fastened with approved roofing nails and tin caps 6" o.c. at the lap and two rows staggered in the center of the sheet 6" o.c. Ply Sheet: (Optional) One or more plies of Firestone MB Base, Ply IV,Ply IV (4) M, Ply _Voar PTy_VI (6)M ply sheet or other listed base sheet applied in a full mopping of approved asphalt applied within the EVT range and at a rate of 20110 lbs./sq.; or one ply Firestone APP 160-P torch applied. 0000 OR0000 0000.. (Optional) One or more plies of Firestone SBS Glass Torch B2.1b of SBS.Po4y : • 0.0.00 0000 0000.. Torch Base torch adhered. 0 • 0000.. ..00.0 Membrane: One it APP 180, APP 180-P,APP 180 U1traWhite, QfiR, APP486• FR UltraWhite torch applied parallel to the base ply, with ovj�l jai,Staggerid:'%'. . 0 0 00 000*00 Surfacing: (Optional) Any coating, listed below,used as a surfacing, mute:Dg;�sted wlthln a .0 current NOA. Install one of the following: ; 0 : 000.. •0 0 6 •0 0 1. Gravel or slag at 400 lb. and 300 lb.,respectively,set in IfloAcoat K type ;00000 III or IV asphalt at 60 lb./sq.. 000 0000 0 0 0 . 2. Karnak No. 97,No. 97 AF or No. 169 at an application rate of 1%gal./sq.. axlmum Design --- ------ essure: —52.5 psf(See General Limitation#7�� NOA No.: 15-0224.07 Expiration Date: 03/08/16 MIAMPDADECOUNTY...lrAlloomw Approval Date: 10/29/15 Page 34 of 41 WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.,or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each 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. S. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F') value of 2751bf.,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 liltgeholent is based •• on a minimum fastener resistance value in conjunction with the maximum design value listed witikn •••••• a specific system. Should the fastener resistance be less than that required,as dete;vined by the ;....; Building Official,a revised fastener spacing,prepared,signed and sealed by a F,8?ft tegis:ftd•. • Engineer,Architect,or Registered Roof Consultant may be submitted. Said revis'e'dfastener'spi c*,ng •• ••• shall utilize the withdrawal resistance value taken from Testing Application StAWJ;TAS 49�•arjd .. calculations in compliance with Roofing Application Standard RAS 117. ���•.. .• 7. Perimeter and corner areas shall comply with the enhanced uplift pressure r$qufre=nents.of these •••• • areas. Fastener densities shall be increased for both insulation and base sheet as calctrateaOin .; compliance with Roofing Application Standard RAS 117. Calculations prepare4,0signed and 5tft1ed • by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Constltant. (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 9N-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 15-0224.07 MIAMI DARE COUNTY Expiration Date: 03/08/16 ... m Approval Date: 10/29/15 Page 41 of 41 TGFU.R9516 - Roofing Systems Page 1 of 48 QNIINF CERTIFICATIONS DIRFOTORY TGFU.R9516 Roofing Systems Page Bottom Roofing Systems SPP General Information for Rooflng Systems FIRESTONE BUILDING PRODUCTS CO L L C R9516 250 W 96TH ST INDIANAPOLIS,IN 46260 USA References to Type GI and Type G2 ply and base sheets include'Type IV",'Type VI"(Type G1), "Ply IV(4) M"(Type G1),"Ply VI(6)M"(Type G1), "MB Base Sheet M"(Type G2),"MB Base Sheet"(Type G2)In any of the following Classifications. "Firestone Venting Base Sheet"(Type G3) may be used in lieu of any Type G2 base in any applicable non-combustible'Classification. "SBS Poly Base"Sheet can be used in any non-combustible deck system which utilizes a Firestone SBS cap. "ISOGARD",RESISTA and"ISO 300" are acceptable alternates to"ISO 95+"in any applicable Classification. "I.S.O.FIX Adhesive"may be used in any of the following Classifications to adhere Insulation to the roof deck. "I.S.O.Spray'"S"or"Firestone I.S.O. Stick",I.S.O Twin Pack and I.S.O Twin Pack Green may be used in any of the following Classifications to adhere insulation to both non-combustible roof deck substrates and other insulation layers including wood fiberboard and G-P Gypsum Corp. "Dens-Deck®Roofboard"or"DensDeck Prime®Roofboard"or"DensDeck DuraGuard'"Roofboard." "Tapered ISO 95+CAN"may be substituted for"ISO 95+CAN"in any of the systems listed below."ISO 95+CAN"may be perforated on one side for use as the contact side for BUR or modified bitumen membrane. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT •••• • • •••• •••••• Class A •• • • • • •••••• •• •• •••••• L. Deck:NC Incline:3 • • Insulation:—"ISO 95+FK", "GL", "GW"or"Rhoflex Isocyanurate FK","GL","GW",any thickness,mechamiteliy fastener- r a%pred with • hot mopping asphalt. •0000• i ••• 90689 Ply Sheet:—Two to four layers Type 15,G1 or G2,any combination. • • Surfacing:—Gravel. •••••• • ••• ••••• •••••• ••• • •••••• 2.Deck:NC Incline:3 •••••• • •• Insulation:—"ISO 95+Composite","Rhoflex Isocyanurate Composite"or"ISO 95+Wood Fiberboard Cofhpositee,mech34j4;6astene1*•••• or adhered with hot mopping asphalt, 1.5 to 3.5 in.thick. • • • ' • Insulation(Optional): Periite 1 in.thick. •••••• Ply Sheet:—Three to four layers Type 15,G1 or G2,any combination. • • • Surfacing:—Gravel,slag or crushed stone. •• • 3.Deck:NC Incline:3 Base Sheet:—"MB Base Sheet", mechanically fastened or hot mopped. Insulation(Optional):—Any UL Classified(EPS must be covered with 1/2 in.thick min glass fiber,wood fiber or perlite),any thickness,mechanically fastened or hot mopped. Ply Sheet:—One or more layers"MB Base Sheet"or Type G1,any combination. Surfacing:—Gravel,crushed stone or crushed slag,in a flood coat of hot roofing asphalt. 4.Deck:C-15/32 Incline: 1 Insulation(Optional):—any UL Classified,any thickness. Ply Sheet:—One or more plies Type G1,G2 or"SBS Base Sheet"or"SBS Base-P"sheet,mechanically fastened or hot mopped,any combination. Membrane:—"SBS Smooth", "SBS Premium"or"SBS"(modified bitumen),hot mopped. Surfacing:—Gravel,crushed stone or crushed slag,in a flood coat of asphalt. 5.Deck:NC Incline: 1-1/2 Insulation(Optional):—any UL Classified,any thickness. Ply Sheet:—One or more plies Type G1,G2 or"SBS Base Sheet"or"SBS Base P"sheet,mechanically fastened or hot mopped,any combination. Membrane:—"SBS Smooth", "SBS Premium"or"SBS"(modified bitumen),hot mopped. Surfacing:—Gravel,crushed stone or crushed slag,in a flood coat of asphalt. 6. Deck:NC Incline:3 http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=... 10/24/2013 TGFU.R9516 - Roofing Systems Page 16 of 48 Barrier Board:—Wood fiberboard, 1 in.min,or one of the following boards at 1/2 in. min: Celotex wood fiberboard,Georgia- Pacific"Sturdi-Top"or Huebert Fiberboard fiberboard. Membrane:—"EPDM",45 to 60 mil,fully adhered with Uniroyal"Royal M6504"or M6505 adhesive at 75 sq ft/gal.The membrane laps are sealed with Uniroyal"Royal M6365"adhesive at 1/2 gal/100 sq It and the lap edges are caulked with Uniroyal "Royal M6389". 77.Deck:C-15/32 Incline: 1/2 Insulation(Optional):—Perlite or glass fiber, 15/16 in.thick min,or polyisocyan u rate,2 in.thick min,joints in insulation offset 6 in.with joints in deck. Base Sheet:—Two or more plies"MB Base Sheet"(Type G2)or any Type G2 weighing a min of 23 lbs/sq,mechanically fastened,spot or fully mopped.. Ply Sheet(Optional):—"APP 160", "APP 160 P",or"APP 170"(modified bitumen),heat fused. Membrane:—"APP 180 FR"or"RhoFiex FR"(modified bitumen),heat fused. 78.Deck:C-15/32 Incline: 1/2 Insulation(Optional):—Perlite or glass fiber, 15/16 in.thick min,or polylsocyanurate,2 in.thick min,joints in insulation offset 6 in.wit i is in d k Base Sheet: T o or more plies"MB Base Sheet" Type G2)or any Type G2 weighing a min of 23 lbs/sq,mechanically fastened,spot or u y m pp . mSheet O tional):—"APP 160", "APP 160 P" "A P 170"(modified bitumen), heat fused. ra e:— mo bit men),heat fuse . 79.Deck:NC Incline: 1/4 Insulation:—Atlas Roofing"ACFoam II",Rmax"Multi-Max FA",Apache"White Une"or"Pyrox",any thickness. Membrane:—"LS-FR"(EPDM),45 or 60 mil. 80.Deck:NC Incline:3/4 Insulation(Optional):—Any UL Classified,any thickness. Insulation:—Wood fiberboard, 1/2 in.thick min. Membrane:—"LS-FR"(EPDM),45 or 60 mil. 81.Deck:NC Incline: 1/2 Insulation(Optional):—"ISO 95+GL",wood fiberboard or perlite,any thickness. "' • Membrane:—"LS-FR"(EPDM),45 or 60 mil. • • •••• •••• • • 82.Deck:C-15/32 Incline:Unlimited �� •� • • • 069.09 •• •• 0000•• Insulation:(optional)—Any UL Classified,any thickness •00:00 Barrier Board:—Min 1/4 in thick,GP Gypsum"DensDeck @ Roofboard"or"DensDeck Prime®RopfppVc!"or"qippsDeik Prime: 6 21"Roofboard"or"DensDeck DuraGuard®Roofboard"with all joints staggered a min of 6 in. from the pi/woodIrks • Membrane:—LS-FR(EPDM)adhered with BA 2004(T),Single-Ply LVOC Bonding Adhesive, Singi#?)1y0LVOC Bo ding Adhesive • • 1168 or Water Base Bonding Adhesive-P. 000000 • 000 •••00 • • • 83.Deck:NC Incline: 1 000000 �� 6 0000•• 0000•• • • • Insulation(Optional):—Glass fiber or perlite, 1 in.max,mechanically fastened. 0 0 0• • •••••6 000•• Membrane:—One layer"SBS Metal Flash-AL"(modified bitumen),heat fused or hot mopped. 0 9 9 • • • • • 0000•• 84.Deck:NC Incline:Unlimited •• • 6 6 6 Insulation(Optional):—Polyisocyanurate,polyisocyanurate/perlite composite,phenolic,phenolic/perlite composite,glass fiber,wood fiber or perlite,any combination,any thickness and/or EPS covered with min 1 in.perlite,wood fiber or 15/16 in. glass fiber. Base Sheet:—Type G2,one or more plies. Membrane:—"SBS Metal Flash-AL"(modified bitumen),heat fused. 85.Deck:C-15/32 Incline:Unlimited Insulation:—Polyisocyanurate, 1-1/2 In.thick min,joints in insulation offset 6 in.with joints in deck. Base Sheet:—One or more plies Type G2,mechanically fastened,spot or fully mopped. Membrane:—"SBS Metal Flash-AL"(modified bitumen),heat fused. 86. Deck:C-15/32 Incline:Unlimited Insulation:—Perlite or glass fiber, 1 in.thick min,joints in insulation offset 6 in.with joints in deck. Base Sheet:—One or more plies Type G2,mechanically fastened,spot or fully mopped. Base/Ply Sheet:—One or more plies Type G2,hot mopped in place. Membrane:—"SBS Metal Flash-AL"(modified bitumen),heat fused. 87.Deck:NC Incline: 1/2 Insulation(Optional):—Any UL Classified,any thickness. Insulation:—Glass fiber,wood fiber or perlite, 1/2 in.min thickness. Membrane:—"UltraPiy TPO". 88. Deck:C-15/32 Incline:2-1/2 littp://database.ul.com/cgi-bin/XYV/template/LISEXT/I FRAME/showpage.html?name=... 10/24/2013 MIAMI41)ADE COUNTY MIA PRODUCT CONTROL SECTION WMn 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miawidade.gov/eeonomv Eagle Roofing Products LLC 1575 East C.R.470 Sumterville,FL 33585 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (in Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for duality 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. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Buil""e including the High Velocity Hurricane Zone of the Florida Building Code. •••• *see:* • DESCRIPTION: Capistrano Concrete Tile 0000.. • 0000.. 0000 00 0 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,ui"state;nd feftowing' statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein•:••: 0000* .• 00 00 0 00.0.0 RENEWAL of this NOA shall be considered after a renewal application has been filed a4! has bren no change..:• in the applicable building code negatively affecting the performance of this product. 0 0 0 00000 0 .. • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or cha is fi 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#11-0321.03 and consists of pages 1 through 7. The submitted documentation was reviewed by Gaspar J Rodriguez NOA No.:15-0223.20 Cpy Expiration Date:10/05/16 !APPROVED! Approval Date: 09/24/15 Page I of 7 ROOFING ASSEMBLY APPROVAL Cateeory Roofing Sub Cateeory: Roofing Tiles Material: Concrete 1.SCOPE: This approves a new roofing system using "Capistrano Concrete Tile" as manufactured by Eagle Rooflng Products LLC in Sumterville,FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2.PRODUCT DESCRIPTION: Manufactured by Test Product A IfDA ca to , Dimensions Specifications Description Capistrano Concrete L= 17" TAS 112 High profile concrete roof tile. For direct Tile W= 12'/a" deck or battened nail-on applications. Thickness=V2" Trim Pieces L=varies TAS 112 Accessory trim,clay roof pieces for use et . 0690 ••.. • W=varies hips,rakes,ridges anSyllex 9 : varying thickness terminations. Manuf ea for c tire 9999.. profile. 990:699 • 999.. 000000 6 9999 . .. 6 0696 09900. . ... 09606 990 096 0.0• . 0000.. ..0.96 . 00 6 6 . .0000. 9999.. • • . . 9999.. .. . .99. NOA No.:15-0223.20 a Expiration Date:10/05/16 Approval Date: 09/24/15 Page 2 of 7 2A EVIDENCE SUBMITTED: Test Agency Test Identifler Test Name/Renort Date PRI Asphalt Technologies ERPF-001-02-02 TAS-112 Aug.2006 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102& 102(A) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108(Nail-On) Redland Technologies P09647-01 Wind Tunnel Testing Aug. 1994 TAS 108(Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of screw Sept. 1993 vs.smooth shank nails The Center for Applied 94-083 Static Uplift Testing April 1994 Engineering,Inc. TAS 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) The Center for Applied 25-7094-(3,6& 9) Static Uplift Testing Oct. 1994 Engineering,Inc. TAS 102 The Center for Applied 25-712041 &2) Static Uplift Testing Nov. 1994 Engineering,Inc. TAS 102 The Center for Applied 25-7183-(3&4) Static Uplift Testing Feb'1;395 00 0:0 Engineering,Inc. TAS 102 0• 0 •0 • ' 0• 000000 0000 0000.. The Center for Applied 25-7214-(3,4,&7) Static Uplift Testing •••e•• March' 1995 :0000: Engineering,Inc. TAS 102 0 0000. •0 •0 • 0000 .. 0000. • The Center for Applied 25-7804-4 Static Uplift Testing e: 0 0: Sip. 1916 ••'•0 Engineering,Inc. TAS 102 *0000 0' ' 0'0' •••••• • • Celotex Corporation 520111-3 Static Uplift Testing • : Dec. 1998 :00• • 000000 Testing Services TAS 101 . . 00000.. Celotex Corporation 520191-2-1 Static Uplift Testing •0 0 Mlin 299 • Testing Services TAS 101 Walker Engineering,Inc. Calculations Aerodynamic Multiplier Sep.2006 NOA No.:15-0223.20 Explrattoa Date:10/05/16 Approval Date: 09/24/15 Page 3 of 7 3. LIMITATIONS: 31 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications,a static field uplift test in accordance with TAS 106 shall be required,refer to applicable Building Code. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112,appendix`A%Such testing shall be submitted to the Miami-Dade County Product Control Section 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 Eagle Roofing Products LLC Capistrano Concrete Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight(W)and Dimensions(1 x w) Tile Profile Weight W(lbf) teng*4(it) Width-nal Capistrano Concrete Tile 10 1.417 • 1.04goes .' Table 2: Aerodynamic Multipliers-11(ft) •••••• • Tile A •Jt •• • Profile Batten Ape) Direct • ioi�'• •• ••• Capistrano Concrete Tile 0.300 • • Table 3: Restoring Moments due to Gra -Ms tROq 40 . *too:* Tile 3":12" V12" 5":12" 8":12" greah an :.000: Profile • • 7"• •••. • Capistrano,, Battens Direct Battens Direct Battens Direct Battens Direct Battens t?k Concrete Deck Decks Deck Deck 6.68 6.99 6.57 6.88 1 6.44 6.73 6.28 6.56 1 6.10 6.38 NOA No.:15-0223.20 Expiration Date:10/05/16 • Approval Date: 09/24/15 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment-Mf(ft4bf) for Nall-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15132" plywood) (min.19/32"plywood) Capistrano 2-10d Ring Shank Nails 28.6 41.2 19.4 Concrete 1-10d Smooth or Screw 5.1 6.8 2.8 Tile Shank Nail 2-10d Smooth or Screw 6.9 9.2 7.3 Shank Nails 1 #8 Screw 20.7 20.7 18.1 2#8 Screw 43.2 43.2 29.8 1-10d Smooth or Screw 23.1 23.1 19.0 Shank Nail Field CU 1-10d Smooth or Screw 29.3 29.3 24.0 Shank Nail Eave CU 2-10d Smooth or Screw 27.6 27.6 38.6 Shank Nails Field Clip) 2-10d Smooth or Screw 38.1 38.1 41.8 Shank Nails Eave Clip) 2-10d fling Shank Nails' 33.1 48.1 45.2 1. Installation with a 4"the headiap and fasteners are located a min.of 2"W from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf(ft-Ibf) .... for Two Patty Adhesive Set Systems 0 '..••' ••••;• Tile Tile Application Min ir�urrrAttacjymtprQ •. Profile •�R •• •""' Capistrano Concrete Tile Adhesive •• •29.32 :....: .. .. 1 See manufactures component a royal for installation requirements. ..;..• 2 Flebble Products Company TileBond Average weight per patty 10.7 grams. . • + • • Polyfoarn Product,Inc.Average we t per peft 8 qMm. " " " • ��•��� Table 6: Attachment Resistance Expressed as a Moment-M;(ftp Ibfj • for Single Fptpf Adhesive Set Systems •• see* • Tile Tile Application Minimum Attach er t Profile Resistance Capistrano Concrete Tile Polyfoam PolyProTm 66.53 Polyfoam PolyProTm 38.74 3 Large paddy placement of 63grams of PotyProlm. 4 Medium paddy placement of 94grarns of PolyftTm. Table 7: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Capistrano Concrete Tile Mortar Sets 24.5 5 Tile-Tito Roof Tile Mortar. NOA No.:15-O223.20 Expiration Date:10/05/16 �11... , Approval-Date: 09/24/15 Page 5 of 7 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below),or following statement: "Miami-Dade County Product Control Approved". O EA-GLEI "do FLoFN I (LOCATED ON UNDERSIDE OF TILE) OR EAGLE FL 0000 (LOCATED ON FRONTSIDE OF TILE) .0 •••• *000:0 •0 . . . • 0 • . • 000.0. 0• .. 0000.. 000000 • 0000 .. . .0000. . . 0000 •. ...•• • ••• 00000 CAPISTRANO CONCRETE ROOF TILE LABEL,SUMTERVII.LE PLAN'" • 0000• 00 •• •• 0 0000•• • •..••• • • • • • • 0000•• 0000•• •'04, • • • . • • • 0000•• • . 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 AHJ or applicable Building Code in order to properly evaluate the installation of this system. NOA No.:15-0223.20 iaorwE C uHr�r Expiration Date:10/05/16 Approval Date: 09/24/15 Page 6 of 7 PROFILE DRAw[NG L 41 1701 12 � ...... .. .. ...... .... . .. ..... ...... . ... ..... .. .. .. . ...... s CAPismmm CONCRETE ROOF Tim END OF THIS ACCEPTANCE NOA No.:15-0223.20 Expiration Date:10/05/16 Approval Date: 09/24/15 Page 7 of 7 MlJ1M MIAMI DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES 0") 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley,NV 89408 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purses.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. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Polystick Underlayments • • 0000 0000•• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logSr of yr state pld fc$lowing •, statement:"Miami Dade County Product Control Approved",uniess otherwise noted herein'•;•• •• •• •••••• 0000•• •0090• RENEWAL of this NOA shall be considered after a renewal application has been filed an jt%j has beft ob chap • in the applicable building code negatively affecting the performance of this product. . ... .9 9• . . . . . ...... TERMINATION of this NOA will occur after the expiration date or if there has been a r4ih%tt4 or changL in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement J.my 09*:••, for sales,advertising or any other purposes shall automatically terminate this NOA.Failuretq eoynply withany sec2bh": 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 revises NOA#12-0713.02 and consists of pages 1 through 9. The submitted documentation was reviewed by Alex Tigera. w,r NOA No.: 14-0717.08 Expiration Date: 09113/16 Approval Date: 01/22115 Page 1 of 9 RooFING CompoNENT APPRovAL Category: Roofing Sub-CateggM Underlayment Material: SBS,APP Self-Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Suceffication Description Polystick MTS Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing Location 65'8"x 3'V/8" membrane,glass fiber reinforced with polyolefinic #2 60 mils thick film on the upper surface for use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Polystick MTS Plus Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing Location 65'8"x 3'3 3/8" membrane,glass fiber reinforced with polyolefinic #2 60 mils thick film on the upper surface for use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Polystick IR-Xe Roll: ASTM D 1970 A fine granular/sand top surface self-adhering, Manufacturing Location 65'x 3'3 3/8" APP polymer modified,fiberglass reinforced, #1 &#2 Or 65'x 3' bituminous sheet material for use as an 60 mils thick underlayment in sloped roof assegj j j%s. Designed as an ice&jain shield.'....' ...••• Polystick TU Plm,R Roll: TAS 103 and ASTM A rubberized asphalt aeV*adhering;gt&;- •••• • (Surface Printing) 65'x 3'3%" D 1970 fiber/polyester reinfoi'a4werproofing Manufacturing Location 80 mils thick membrane.Designed.W1&etal reofingand rggj..0 #1 &#2 tile underlayment. ...... 6666 60:009 0 . . 6666 .. . 6666.0 Polystick TU P Roll: TAS 103 and ASTM A rubberized e'�wofinrg membrang,..,;. Manufacturing Location 32'10"x 3'3 3/8" D 1970 glass-fiber/polyester rginfgfced,vttlt.-•granular 130 mils thick surface designed for tt�s 3 file roof.. :0000: #2 underlayment. 0 • Polystick Tile Pro Roll: TAS 103 and ASTM A rubberized asphalt self adhering,glass- Manufacturing Location 61'x 3'3 3/8" D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane.Designed as a metal roofing and roof tile underlayment. Polystick Dual Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass- Manufacturing Location 61'x 3'33/8" D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. NOA No.: 14-0717.08 MEAp1�DADE OI�Y'I'Y Expiration Date: 09/13/18 Approval Date: 01/22/25 Page 2 of 9 PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick TU Max Roll: TAS 103 and ASTM A rubberized asphalt sclfadhcring,polycstcr Manufactwing Location 65'8"x 3'3-3/8" D 1970 reinforced waterproofing membrane. Designed as #2 60 mils thick a a roof file underlayment. Elastoflex S6 G Roll: TAS 103 and ASTM Polyester reinforced,SBS modifled bitumen 32' 10"x 3' 3-3/8" D6164 membrane with a burn off polyethylene or sanded back face and a granule top surface. For use in roof tile underlayment systems. MANUFACTURING PLANTS: 1.Hazelton,PA 2.Winter Haven,FL EVIDENCE SUBMITTED: Test Aaencv Test Identifier Test Name/Report Date Trinity j ERD P10870.09.08-R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798&G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798&G155 .0t'9r/Q1/11 P37300.10.11 TAS 110/ASTM D4798&;�1911 ;IN19/11 P40390.08.12-1 TAS 103&TAS 11Q..... '.0$106/12....:. P40390.08.12-2 ASTM D 1623 ...:.. 08/07/12 • • P40390.10.12 ASTM D 1970 ;•j M93112 P37590.07.13-1 ASTM D6164 "" 07702/13 • P45270.05.14 TAS 103,TAS 110&AiTR:: •;Q;f j22/l4 D1623 P46520.10.14 ASTM D1623 :0 1Vf0*3/14 99— �• P44360.10.I4 TAS 103&TAS 110, ' 10/07/14 :....: P43290.10.14 ASTM D 1970&TAS I M .'1011.7/14 PRI Asphalt Technologies PUSA-035-02-01 TAS 103 09/29/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-089-02-01 TAS 103/ASTM D4798&G155 07/06/09 Momentum Technologies,Inc. JX20117A TAS 103/ASTM D4798&G155 04/01/08 RX14E8A TAS 103/ASTM D4798&G155 11/09/09 DX23D8B TAS 103/ASTM D4798&G155 02/18/10 DX23D8A TAS 103/ASTM D4798&G155 02/18/10 �- NOA No.: 140717.08 Expiration Date: 09/13/16 Approval Date: 01/22115 Page 3 of 9 INSTALLATION PROCEDURES: Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(1) Anchor sheet mechanically fastened to deck,membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid,6"o.c. at a minimum 4"head lap. (for base sheet only) Membrane: Polystick membranes self-adhered. Surfacing: See General Limitations Below. Deck Type 1: Wood,non-insulated Deck Description: Min. 19132"plywood or wood plank System Type E(2) Anchor sheet mechanically fastened to deck,membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid,6"o.c.at a minimum 4"head lap. (for base sheet only) Membrane: Elastoflex S6 G,hot asphalt applied Surfacing: See General Limitations Below. Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank ..• System Type E(3) Base sheet mechanically fastened deck,subsequent cap membri self'Oered. •• . . • • Anchor/Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626. 0 0 0.0 0 'so 00 ....:. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid, 6"o.c.at A"Nn'num 4"h6eed lap. for•; base sheet only) 0000 0 0• 0 .... . *000 ..... Pty Sheet: Polystick MTS Plus,self-adhered with minimum 3"horizontal 1M1S8 4t minuduif "ver�tcal'• (Optional) laps. •• •• •• ' 0 0 0 6 6 6 Membrane: Polystick TU Plus,self-adhered6 6 • . . . . ...... Surfacing: See General Limitations Below. •0• 6 :0900: •• . •••• • 00 0 NOA No.: 14-0717.08 M 1APPROVED! Hr�r Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 4 of 9 INSTALLATION REQUIREMENTS: 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-%z"and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley,start at the low point and work to the high point,rolling the membrane from the center outward in both directions. 5. For ridge applications,center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface,giving special attention to lap areas. 7. Flash vent pipes,stacks,chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6"piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS,Polystick MTS Plus,Polystick TU Plus,Polystick Tile Pro and Polystick Dual Pro-any be used in asphaltic shingles,wood shakes and shingles,non-structural metal roofing,roof tide syat,Fms and-quarry sly'•;• roof assemblies.Polystick TU P may be used in all the previous assemblies listed except ndetal radfia ' Polystick IR Xe may be used in all the previous assemblies listed except metal roofing Xcf roof tife Iystems.. Polystick TU Max may be used in non-structural metal roofing and roof tile systems. •WVtoflexe$6 Q may W used in roof tile systems only. 0 : ' 9.9 9• 3. Deck requirements shall be in compliance with applicable building code. 06:96: •* :e: see• 90 09 09 0 .090.0 4. Polyglass Polystick membranes shall be applied to a smooth,clean and dry surface. dick shall lft free of •. irregularities. :...:. •••••• 5. Polyglass Polystick membranes and underlayments shall not be adhered directly ovefa erAxistipSgpj V e*e membrane as a recover system. •• • 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. E sure Limitations(days) MTS Ut-Xe Elastoflex TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus S6 G Winter Haven, 180 90 180 180 180 180 180 90 180 FL. Hazelton,PA. I NIA 90 1 N/A 180 N/A N/A N/A N/A N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. NOA No.: 140717.08 61 Ou C Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 5 of 9 8. In roof file application,data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance.Polystick TU Plus,Polystick Tile Pro,Polystick TU Max or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof file applications.Polystick Dual Pro is limited to mechanically fastened roof tile applications.Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9.Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9a. The maximum roof slope for use as roof tile underlayment for(direct-to-deck)tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Elastoflex S6 G Polystick TU Plus, Polystick TU Polystick MTS TU P,Tile Pro, Max Plus, Dual Pro Flat Tile Prohibited 4:12 No limitation No limitation 5:12 without battens Profiled Tile Prohibited 1 4:12 No limitation No limitation 4:12 without battens The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are required for both loading and installation of tiles at all times. 'The following limitations shall be apply when using Polystick MTS Plus: • Slopes up to those shown in the table above will require stagging of tiles—two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope,for a total of 6 tiles. (See Figure 1 below) • Battens shall be used for stagging of lugged tiles above 4:12 •..• • Battens shall be used for stagging of flat tiles above 5:12 • . . .... ...... J/Slope •• • • ...... .. .. ...... .... . .. ..... ...... . ... ..... .. .. .. . ...... . . . . ...... LOOS: • Figure 1:Stagging Method 9b. There shall be no roof slope limitation for the Polystick MTS Plus/Polystick TU Plus two-ply underlayment system when a applied using the stagging method outlined above. NQA No.: 140717.08 IAPPROYED! Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 6 of 9 10. Care should betaken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment.Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. s , 4 +' Roofing Teles •"".—•_•. """ (6 Max.Per Sack) �— t s ; Iz CL 0 (Y 1 Iz 1e i1w�-yt 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products.Polystick MTS,Polystick MTS Plus,Polystick TR-Xe,Polystick TU Plus, Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick MTS,Polystick MTS Plus,Polystick IR Xe, Polystick TU Plus,Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick MTS,Polystick MTS Plus, Polystick IR Xe,Polystick TU Plus,Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G are 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. ...• . . 0000 000000 LABELING: •• • 000000 00 00 000000 1. All membranes or packaging shall bear the imprint or identifiable marking of the manOfftctGter's nameror logopority.: and state of manufacturing facility and the following statement: "Miami Dade Count}b.�'uct Co itPq,.Appro;g0,"•• *00 or the Miami Dade County Product Control Seal as shown below. • • . 0000.. 0000 0000. 0 . > 0000 .. 000060 0000.. . . . . . . 0000.• . 000000 BUILDING PERMIT REQUIREME . NTS: ••0 ""' . 0 0000 00 00i Application for building permit shall be accompanied by copies of the following: 1.This Notice of Acceptance. 2.Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 14-0717.08 Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 7 of 9 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. Pleas also refer to_applicable.Product.Data_Sheets.of the corresponding products._ 2. All rolls,with the exception of Polystick TU Plus should be back-nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, I I gauge ring shank type,applied with a minimum I"metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions,at a minimum rate of 12"o.c. Polystick TU Plus should be back nailed in designated area marked"nail area,area para clavar"on the face of membrane,with the above stated nails and/or disks.The head lap membrane is to cover the area being back- nailed. acknailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams(selvage laps)must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric;and granule over granule end laps,shall have a 6"wide,uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 MB Flashing Cement,applied in between the application of the lap.The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments.Refer to the Polyglass Tile Loading Guidelines. See General Limitations#9 and#10. 6. Battens and/or Counter-battens,as required by the tile manufacturers NOA's,must be used on all projects for pitch/slopes of 7712"or greater. It is suggested that on pitch/slopes in excess of 6 '/a"/12",precautions should be taken,such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation&before loading of roofing tiles is Forty-Eight(48)Hours. S. Polystick membranes may not be used in any exposed application such as crickets,exposed valleys,or exposed roof to wall details. 0000 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplul 55,,PFemium Modified 9 6.6:9 Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement,XtraFlex 50'Ptenlium U b4fitd '. Wet/Dry Cement,Polyglass PG500 MB Flashing Cement to the area in need of repair*bellowed by la patch o`the Polystick material of like kind should be set and hand rolled in place over the area neaip$such wain.PatcW140•: membrane shall be a minimum of 6 inches in either direction. The repair should be i'hsl Wd in Ach a tvay so...• that water will run parallel to or over the top of all laps of the patch. •••••• ••• 0609* •• •• •• • 0000•• 10. All self-adhered membranes must be rolled to ensure full contact with approved suQ;j p-g..PolygJTa-v requires a.' minimum of 40-lbs for a-weigh r-oller for the rolling of the field membrane. Hand rolferk are acceptable foss--:- rolling of patches or small areas of the roof. Brooming may be used where slope pr*bila xollini.• :.060: 11. All approved substrates should be dry,clean and properly prepared,before any application of Pow 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 can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. NOA No.: 14-0717.08 •• Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 9 of 9 + y 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800)894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association(NBCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE 9999 . . 9999 9999.. 9999.. •• •• .0900. 9999.. 9999.. 9999 .. 9999 . .. 9999. 0090•• • ••• .•e•• •• •• •• • 0900•• • 0900.• • • • • • • 0090.• 0000.• • • • 0909.• •• • 0000 • • NOA No.: 140717.09 Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 9 of 9 SECTION 1524 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope.As it pertains to the section,it is the responsibility of roofing contractor to provide the owner with the required roofing permit and to explain to the owner the content of the section.The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations.Additionally,the following items should be addressed as part of the agreement between the owner ant the contractor.The owner's initial in the designated space Indicates that the item has been explained. 2• R"ling wood decks When replacing roofing,the existing wood roof deck may have to be ifinalled In accordance with the current provisions of Section 84403.(The roof deck is usually concealed prior to removing the existing roof system). 4• -.Ate--Exposed Ceiling:Exposed,open beam ceilings are where the underside of the roof decking can be viewed from below.The owner may wish to maintain the architectural appearance;therefore, roofing nail penetration of the underside of the decking may not be acceptable.This provides the option of maintaining the appearance. 6. JfAOverflow scuppers(wall outlets):It is required that rainwater fq,grojso thatthe wof is .• not overloaded from a buildup of water.Perimetededge wall or other roof ext g may blf c' 0900:0 discharge if overflow scuppers(wall outlets)are not provided. it may be nec98&440 install overflow :....: scuppers in accordance with the requirements of Sections R4402,R4403 anciM44;. • .... . .. ..... , 13 /,jo 00 C> m rtAgents�tuBate Mec for dna a 6000:0 b4 000 *000 :0060: ., Property Address Permit(dumber Revisit on 79M LD.0710112015;