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RF-13-2681 Miami Shores Village Building Department � g BY: 90050 N.E.2nd Avenue,Miami Shores,Florida 33138 `\ ` Tel:(305)795.2204 Fax:(305)756.8972 INSPECTIONS PHONE NUMBER:(305)762.4949 FBC 20 B DING Permit No. PERMIT APPLICATION Master Permit No. Permit Type: BUILDING OOFIN JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: c33,1 Folio/Parcel#: 2t)ID`QQ — 0WfD Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): &ez tuo Phone#: Address:p D044 4z—! Q4 /�-L City: //qMz C->oItts�— State: zip:�� Tena bUssee Name: Phone#: Email: CONTRACTOR:Company Name: _ � li Phone#:306- 7bY %CJ /Z Address: City: IV ZA !/ g5" State: Qualifier Name: Phone#: State Certification or Registration#: G 77 f70 Certificate of Competency#: Contact Phonek,-3 75 T e �� Email Address: DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ /6/ 1a07 --- Square/Linear Footage of Work: Z Type of Work: ❑Addition DAlteradon ONew pair eglace ODemolition Description of Work: Color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Sunning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ I#orit i o rcpLy s Name(if applicable) ' °Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,BEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature �� Signature •�-� �s_ Owner or Agent Contractor ?�� rk The foregoing instrument was ac wledged befo/r�e me this A@d !.S The foregoing instrument was acknowledged before me this.� day of 20�3 by 'e U o/ C2' day of P1 0 L�by P� 'T i��--- who is personally known to me or who has produced fOr7/ who isxa}tyknto me or who has produced As identification and who did take an oath. �• as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: 5�� Print: t!1`7/-f-f / ��'� Print: =7' ' ®��.�� 'T►. o�I My Commission Expires: N A o C 3fifNCAPfE °°• .......... Notary Public.State of Florida Commission#EE 159549 APPROVED BY Plans Examiner Zoning 3 Structural Review Clerk (Revised 3/1212012)(Revised 07/10/07)(Revised 06/10MM)(Revised 3/15/09) B 1 Miami shores Village .n. �.� Budding 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 2nd Ave Miami Shores,A 33138 Re: Owner's Name: 00C A40401(trs- Property Address: q3O A-49 al p46I Roofing Permit Number. Dear Building Official: I 6tc— certify that I am not required to retrofit the roof to wall connections of my building because: o The just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00. Please attach proof of ad valorem taxation. o 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 swom,deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this ¢ day of CHRIS PUNCAPlE Notary Public,Sate of Florida at Large f� �� Notary Public,state of noddy Commission#EE 159549 • when the rut valuation of the*uchn for"ose dad valorem taaadw is equal to or more than$300,x.00,and the JIM 12,2016 SFBC.Then you must provide a bull ft application trap a General Contractor for the Rod to wed connection Hurricane Miligation. Revue on 5121120A9 ♦SHORES L so Miami Shores Village Building Department LQR�pA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#: , DATE: I I, i�{� zi Contractor •Owner •Architect Picked up 2 sets of plans and(other) 6�- Address: 6t.30 lat- From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: ° PERMIT CLERK INITIAL: RESUBMITTED DATE: r , �- PERMIT CLERK INITIAL: t,i�i3 TOPU.R13A6 RO*�M System '`' 4�-°d ® � Pogo 14 of 49 Prison-"Fire Our applied at 1-ga9%dt+4". u+:One ply'ry�ie G2"OAFGt:A45#7S" t�Show,or"h-f4v W75 flags Shar�t?; n ra+t tauad... i ewbr -"Itubivild Torch ayraaufer er'Rubamd Torch amnule 1"or"RuberaW Tore"8renufe Phis°or°Ruberoid'Yorrok PA"heat fusad. 50 rsaC ,1,$/32 112 lWltmen-""lire Out,applied at 1-gay104-le2. one fl —one ply Type.02' LAS 075 Base.Shore,or"Tri-Pty#75 Baas Shat",madtapically fastened. PIY~(Qptlmapt)s—One ply Type 01 or Type 62.madonically%stansed. raambrenem—IsRuberaid Torch sraauWar"Ruh old Porch Granule 1 4or"Rabo*W Torch Granule ft41R'r"Rubereld Torch M heat n,Da k.NC bodbut 112 Iruaut nIm(QDtl lls•-thin 112 la,wood fOmr,machankally forAned. SHP Sheet.tQp )t i ply"StornySafe"muhanicalty}Maned. lFsm Sheft+One ply"L6wW SK$~a"Baso Pty St*W or"Ruberold$AA Sae/Ply$hesf"self adhered. Nosebrunst—One ply"RubetrWd$0 HeatWeld 170 fW or"Rube:old 30 Mr or`Ruberold Enaroycap S"90 Agw"4ubwold SSS ttaat We}d Mus Mr hat fused. �NOR t 32. .G-1513 2�Rlbl+ei 312 1 (t tv t)t•-Aay UL{2ass> t,any th°eknens,rr�echa�s�fly fastened. tom'Bo•�f+d:+fn tfnum l!Z-iq..tlsfidi f1YP rri boittd ar mla�atm U4.10..tic G*p Gumm ard"or "DagnsOech prim Roo rd'or°Osnsl3eck i7uraGuatd'"Roafbo8rd"mechanically -One pNf"Ltbstty►St i S Ptdh4rlrt9 BaeeM[p Meet"or"Rabemld$A 1R brae►er °tae vfy"Rubaroid S85 lite9t Weld 7fy ER'or"Auberotd 90 PR"or oft d n FR" ,"�tubarold US i4el<tlafeld Pfaa FR"faatt flared, r y9,Declu NC IMAMS i 1r6uoo16- -Ph Osst"ap"W at 1-18V100-fta. own Sheet(Qptimrad)t-Ones ptv" ba14A Base NOW.rnaa"hicauy Ply She".—One ply"LWM$S$Saif•Adbei'feg 8850 ft Sheet"ar She"*0 adhered "p S3 WA;-One ply'Ub*ty FRSBS laeff Adhering PR die t"or p FR Snot"sad sdWed. 5A.4�eics�-25132 S ppbo*i "Fhe Our appilid At 1.981/lop-ft2. Wip f );-1 ply"Starm5aw fflec ran ed. flea t(Gpt i)t--Qpe ph►"Uba*y MA Soso ,=a010ft[ slly fsstaned.. Ply Swab►-One ply"qty M5 5a W Adherli Bea"Sheet"or Vuberold SA pyesalPly,Show.gal Bdherod, .Cap ldlfteet:-one ply"Llberty FR W 6e*44hsdnq PR irap Shit"or"Rubmid$SA Cap Fit theot"self adilved. 69.00*1 Plc Erailrusr 1 PWft,filler Via,pohdeocysaurata,urethane Of parlRatpoly►saeyamxate composhe,offsai 8-in.&em �siats. tda .>Shawtr one or mare plsms Ty"G2"GAIRILAS d78 Sane Sheet",or"(ri-fNy 075 r3ase Shear,or Typo 63"GAPO AS f4inerat Surfaced Cap$NeW,or Td-Ply'Rami susfaeai Cap Shy",hat mopps4 ar n�hun Telly faat wd- Plyr t te+ptt ef):«�One or more plfas TVFa Ot,hot mapped in place. alen*nu m —one Ply"Ruberotd Torch$$with"ter'Rubarotd taop Sawth". Hembrom+048 ply"Rubooeld Flop FR". Sb.Vetto laGtaaea i IONA110111416 COPWW)t"-Pefytsotc:yamuratV,01004 Star, ori",919ss flber,a'►y tblcks►ams,bop mtogped or mechenkaHy fastened so"obmtt+one or none pits»Type 62 MAMAS*73 ukase Sheet",or"°l'rl-Ply*75 ease$ham,nteflantealiy OM�ed. Plyt�Bt t One or more pass"Rubstaid 30-,hot mopped in piste. lrla mbrgnar—One ply"Rubrow Sir" a Fir or hebt welded in per. g7 ttetTaxC-1:/98 itKdtrtea flit •,•. 'sw Shau,-Two or More 01"Typo 42"GAFCLAS#75 base show or"Tri-Pty*73 Base Si ow,rneahankaily bit"". ii?t nbt etruaa Ove.ply"Ruberold SOS Neat Weld Plus FR"or"Rubero°d:S85 Heat Weld 170 M hm wailed to place. SgOREs Miami Shores Village s� Building Department M,�„ MINIM 10050 N.E.2nd Avenue Miami Shores, Florida 33138 LNy� Tel: (305) 795.2204 ORIDA Fax: (305) 756.8972 December 2, 2013 Permit No: RF13-2681 Building Critique Review UL SYSTEM FOR LOW SLOPE ROOF IS INCOMPLETE AND IS NOT LEGIBLE. Ismael Naranjo Building Official Plan review Is not complete, when all items above are corrected,we will do a complete plan review. If any sheets are voided, replace them with new revised sheets and place behind the most current page. b - Y HIG&VELOWY HURRICANE ZONES G DEC 0.2 2013 Afflikk VA AV Florida Building Code Edison 2010 121TY : V Zone u Form. Secdon A (General Information) Master Permit No. Process No. copy Contractor's Name 0D14A4 I JC-,) � . • dab Address • • • ROOF CATEGORY :• WLlow S 1 q 13 Mechanically Fastened Ttia _' AoalAdMesive Set Tile ❑ Asphaltic ❑ Metal Panewhingies ❑ wood shingiesishakes Shingles ❑ Prescriptive BUR-RAs 15o a • ROOF TYPE • — Q New Roof t�'R/aroofing ❑ Recovw•ing ❑ Repair WMaintenince • ROOF SYSTEM INFORMATION • Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) Total(SF) o F Section B (Roof Plan) c off Plan: Illustrate all levels and sections, roof drains, scuppers, overflow ,_m s overflow drains. Include dimensions of sections and levels, clearly UVWdl Ions of elevated re zones and ration of in .� LU W } `- C'3 0 Q __ • G. • .li :J f" • r f ro- , a HON-VELOCITY HURRMANE ZONES Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Pemdt Application Form, Section C (Low Slope application) Fill in Specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet and identify Manufacturer Attachment (if a component is not used,identify as'NA' Field: °oc @ Lap,#Rows�� °o/c System Manufacturer. T_ Perin�er.�°oc(�Lap,#Rows�,_,�" (� +v°oc NOANo.: /3� �� r Comer. P"oc @Lap,#Rows�@ 4j7 oc Design Wind Pressures,From RAS 128 or Caicui tions: Number of Fasteners Per Insulation J J P1: ,��P2:�PS. �' Board Max.Design Pressure,From the S�fi_�LQl4 Field Perimeter Comer System: `��— Deck, r Illustrate Components Noted and Type: ' ��_ Details as Applicable: ; Woodbiocking, Gutter, Edge Termination, Gaugefrhickness: Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Slope: AA-or Coping,Etc. ' . Anchor/Base Sheet&No.of Ply(s): Indfcatec Mean.Roof Height, Parapet Height, Height of Base Flashing, Component Material, ; Anchor/Base Sheet FasteneriBonding Material: Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16, Insulation Base Layer. oi"o a Bass Insulation Size and Thick t% Base insulation Fast ing Material: 0 "1 6 � • X=fion r: `d ` FT. and Thkkness: p p�n er/Bonding Material: Heiaht Base Sheet(s)&No.of Ply(s)•-a 0 7S ISFa3et Faste er/Bondi �nCQbS Mean Roof Ply Sheet(s)&No.of Py(s): /V i v Height Ply Sheet Fastener/8onding Nlaajrial; // yam„ � +j� • x 0 • • • Top Ply:�.C3 �A �� f7 • Top Ply Fastener/Qqmfing Material: C ` r • Surfacing:- l� • HIGH-VELOCITY HURRICANE ZONES Florida Building Code Edition 2090 NO Vebdty Humoane Zone Uniform Pemdt N4ftgon Fpm. Section D (Steen Sloped Roof System) Roof System Manufacturer: 04e�t 00 44 N a—C, Product 0-2- 2 Approval Number: Minimum Design Wind Pressures, if Applicable(From RAS 127 or Calculations): 7. & c Maximum Design Pressure Product Approval Specific System: Method of file attachment AO A-✓ % • Steep Sloped Roof System Descri tion Oeck Type: �ype Underiayment. Roof Slope: - �j® �—i Insulation: • : 12 Fire Barrier: 1 g Ridge Ventilation? Fastener Type$Spacing: • h A- i�0 n dhesive Type- Pig LYA tekn • • s ype Cap Sheet: r Roof Covering. Mean Roof Height• 1 (J 1J y Type &Size Drip dge: wwrw r.ww.w• wuw.a..��._ ___ r HIGH-VEL.00RY HURRICANE ZONES . Florida Building Code Edition 2010 , High VeWW Hurricane Zone Uniform Permit Application form. Section E (Tile Calculations) c For Moment based file systems,choose either Method 1 or 2.Compared the values for M,with the values Prom Mt If the Mr values are greater than or equal to the Mr values,for each area of the roof,then the tile attachment method is acceptable. A4eth I ff Bas Tile Cal la ' es Per RAS 1271' (Pt: 7' x91/ '3/ - M� =M (�r nctAppiypvalM,(PZ• x � Mi =M, �Prodact Approval M,�� L rie•\•3: x r' La M�z.63=M,�Prodaet Approval G • Method 2"Simplified Tile Calculation Per Table Below" Required Moment of Resistance(M,)From Table Below ' 7 - MI � Product Approval M.Required Moment Resistance* Mean Roof Height Roof SIC" 15' 20' 25' 30' 40' 2:12 34.4 36.6 38.2 39.7 42.2 : 3:12 32.2 34A 38.0 37.4� 39.8 412 30.4 32.2 33.8 36.1 37.3 8:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 26.0 29A 30.5 32.4 7:12 24.4 26. 27,1 -2B2 30.0 : *Nlust be used in conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based the systems use Nfethod 3. Compared the values for F'with the values for F,.If the F values are greater than or equal to the F, values, for each C area of the roof,then the the attachment method is acceptable. Method 3"Uplift Based Tile Calculations Per RAS 127" C (Pt:_xl:_= x w:=i)-W:_x cos V.•_= FM: w:=,_)-W:_x cos&_- Fn: F. (P3: x I:-=—x W:=_)-W: x cos @.•_= Ft3: F : Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table I or by an ensineering anwpis prepared by PE based on ASCE 7 Mean Roof Hcigk II Job Site : Rool'Slope 0 Job Site : Aerodynamic Mufti tier b ProdudAvarvvel Restanng Momemdue to Gravity A JioductA Atatchn w itesisOnee Mr Product Required Moment Resbo mx M Calculated : Minimum Attachment Resishutce r Product : Required Uplift Resistmtce F Calculned •, A Tile Weigbt W hoduetAvywal Tile Dimensions lenO ProduetAppuval W=%%Idth All calettlatim most be submitted to the Building Official at the time orpamit icadon i SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUI ER AT OWNERS NOTIFICATION FOR ROOFING 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Fria 8 g uildin Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally,the following items should be addressed as part of the agreement between the owner and the contractor.The owners initial in the adjacent box indicates that the item has been explained. t.�• 1.Asetheflcs4Vorkmanship:The workmanship provisions of Chapter 15(High Velocity Hurricane Zone) arere-for the purpose of providing that the roofing system meets the wind resistance and water intrusion rte. Aesthetics (appearance) issues are not a consideration with respect to workmanship performance stance ( at are not art of a zoning code, should provisions.Aesthetic sues such as color or architectural appearance, p � be addressed as part of the agreement between the owner and the contractor. r no 2.Rending Wood Decks:When replacing roofing,the existing woad roof deck may have to be renalled in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code.(The roof deck is usually concealed prior to removing the existing roof system). e•�• 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units(i townhouses, condominiums, etc.). In buildings with common roofs,the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. r• 4.Exposed Ceilings: Exposed, open beam ceilings are where the unders f the roof decking can be viewed from below. The owner may wish to maintain the architectural appear , theref©re, "roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. . 5. ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in lowwlying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and ppriormance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. t N S. Overflow scuppers (wall outlets): it is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers(wall outlets)are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. �. 7 Ventlladon: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly(the building itself). The existing amount of attic ventilation shall not be reduced. It may be benetical to consider additional venting which can result in extending the service fife of the roof. _ Owners/Agenrs Signature Date Contractors Signature )� X16 49 40w9aC - Property Address Permit Number Rev:tl1Q1Z a comptder serwwA BuWft Dep rhned MIAMI-DARE COUNTY ® PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) t 1805 SW M Street,Roam 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315.2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) _ www.ndamidade.eov/Pera Boral Roofing,LLC 7575 Irvine Center Drive,Suite 100 Irvine,CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:Saxony 900 Concrete Roof Tile LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA#07-0711.03 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0222.03 la��1we Expiration Date: 04/26/17 W. Approval Date: 04/19/12 Page 1 of 8 r ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Roofing Tiles Material: Concrete Deck Wood 1. SCOPE This NOA approves a system using Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system.. 2. PRODUCT DESCRIPTION Manufactured by Test Product Aimlicant Dimensions Specifications Description Saxony 900 1= 17" TAS 112 Flat profile,interlocking,high- w= 13" pressure extruded concrete roof the 1-5/32"thick Slate equipped with two nail holes. For 1-9/32"thick Shake& direct deck or battened nail-on,mortar Split Shake set or adhesive set applications. Trim Pieces Length:varies TAS-112 Accessory trim,boosted Barcelona, Width:varies concrete roof pieces for use at hips, varying thickness rakes,ridges and valley terminations manufactured for each file profile. 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales,FL. 2.2 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Revort Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102&TAS 102(A) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering,Inc. TAS 101 (Adhesive Set) NOA No.:12-0222.03 PPROVEN; Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 2 of 8 The Center for Applied 25-7183-6 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik Drive Screws, Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik Drive Screws, Battens) The Center for Applied 25-7214-1 Static Uplift Testing March, 1995 Engineering,Inc. TAS 102 (1 Quik Drive Screw,Direct Deck) The Center for Applied 25-7214-5 Static Uplift Testing March, 1995 Engineering,Inc. TAS 102 (1 Quik-Drive Screw, Battens) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix H TAS 108(Nail-On) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108(Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108(Mortar Set) Redland Technologies P0402 Withdrawal Resistance Sept. 1993 Testing of screw vs.smooth shank nails The Center for Applied Project No.307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-77 TAS 100 Atlanta Testing&Engineering, 111.894 Physical Properties Aug. 1994 Inc. R2.894 TAS 112 R3.894 Celotex Corporation Testing 520109-1 Static Uplift Testing Dec. 1998 Service 520111-4 TAS 101 Celotex Corporation Testing 520191-1 Static Uplift Testing March 1999 Service TAS 101 Walker Engineering,Inc. Evaluation 25-7094 February 1996 Calculations Walker Engineering,Inc. Evaluation 25-7496 April 1996 Calculations Walker Engineering,Inc. Evaluation 25-7584 December 1996 Calculations 25-7804b-8 25-7804-4&5 25-7848-6 NOA No.: 12-0222.03 ; Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 3 of 9 Walker Engineering,Inc. Evaluation 25-7183 March 1995 Calculations Walker Engineering,Inc. Evaluation Aerodynamic Multipliers January 2007 Calculations Walker Engineering,Inc. Calculations Two Patty Adhesive Set April 1999 System Walker Engineering,Inc. Evaluation Restoring Moments Due to February 2007 Calculations Gravity Nutting Engineers 130 TAS 112 January 2007 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform 1 test in accordance with TAS 112, appendix A . Such testing shall be submitted to quarterly ply g the Building Code Compliance Office for review. 3.4 Minimum underlayyments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum. deck requirements shall be in compliance with the applicable Building Code. 4. INSTALLATION 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight(W)and Dimensions(I x w) Tile Profile Weight-W(lbf) Length-I (ft) Width-w(ft) Saxony 900 11.5 1.417 1.08 Slate Shake&Split Shake Table 2: Aerodynamic Multipliers-.%(ft ) Tile x(ft ) 2L(ft) Profile Batten Application Direct Deck Application Monledifetile Saxony 900 0.289 0.313 Slate,Shake&S lit Shake NOA No.:124222.03 �APPROVED 1 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 4 of 8 i . r Table 3: Restoring Moments due to Gravity-M9(ft-lbf) Tile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12"or Profile greater Saxony Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 900 Deck Deck Deck Deck Deck Deck Slate, 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7.55 6.46 7.34 Shake& Split Shake Table 4: Attachment Resistance Expressed as a Moment-W(ft-lbf) for Nall-On Systems The Fastener Type Direct Deck Direct Deck Battens Profile (min 15132" (min. 1913211 plywood) plywood) Saxony 900 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate,Shake& 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Split Shake 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 148 Screw 30.8 30.8 18.2 2.0 Screws 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail 24.3 24.3 24.2 Field Clip) 1-10d Smooth or Screw Shank Nail 19.0 19.0 22.1 Eave Clip) 2-10d Smooth or Screw Shank Nails 35.5 35.5 34.8 Field Clip) 2-10d Smooth or Screw Shank Nails 31.9 31.9 32.2 Eave Clip) Table 5: Attachment Resistance Expressed as a Moment Mt(ft-lbt) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance MonierLifetlie Saxony 900 Adhesive 31.3 Slate,Shake&Split Shake 1 See manufactures component approval for installation requirements. 2 Dow Chemical 111sBond Average weight per patty 13.9 grams. Polyfoam Product Inc.Average weight per patty 8 grams. NOA No.:12-0222.03 MUU PROVED �r Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 5 of 8 f Tr Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance MonierLifetile Saxony 900 Polyfoarn PolyproTm 118.9 Slate,Shake&Split Shake Polyhoam PolyProTm 40.4 3 Large paddy placement of 45 grams of PoIyProTm. 4 Medium paddy placement of 24 grams of Pol Pro'"'. Table 7: Attachment Resistance Expressed as a Moment-Mf(ft-Ibf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance MonierLifetlle Saxony 900 Mortar Set 43.9 Slate,Shake&Split Shake 5. Tile-Tite Roof Tile Mortar 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below,or following statement: "Miami-Dade County Product Control Approved". I LABEL FOR SAXONY 900 TILE(LAKE WALES FL PLANT LOCATED UNDERNEATH TILE 6. BUILDING PERA'IIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.:12-0222.03 ...a 71'1 1 ' Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 6 of 9 Y PROFILE DRAWING NAIL HOLES • 15132"(slate) 19/32"(shake) 17" OVERLAY 13" WATERLOCK SAXONY 900 CONCRETE ROOF TILE(SLATE MODEL) ,r - MONIERLuETfLE SAXONY900 CONCRETE ROOF TILE(SPLIT SHAKE MODEL) NOA No.:12-0222.03 G Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 7 of 8 a }"sue�'�•.. L.,• I MONumLiIr nx SAxoNY 900 CONCRETE Roos TILE(SHAKE MODEL) END OF THIS ACCEPTANCE NOA No.: 12-0222.03 PROVED!Cuts rY Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 8 of 8 a mukH ffm run MIAMI DARE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT(BNC) 11005 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) mymwlamL4adwwv1byildiwd Polyfoam Products,Inc. 11715 Bordeaux Road Tomball,TX 77375 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 Section 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 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. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fads to meet the requirements of the applicable building curie. This duct 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 Cade. DESCRIPTION:Polysete One Roof Tdle Adhesive LABELING: Each unit shall beer a permanent label with the manufacturees name or logo,city,state and following statement: "Miami-Dade Cc"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's 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. V 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 mews NOA#09-0622.04 and consists of es I through ugh S. The submitted documentation was reviewed by Alex Tlgera. NOA No.: 10-1112.05 Expiration Date:01/03/16 Approval Date:01/001 Page 1 of 5 ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: 07320 Roof tile adhesive Materials: Polyurethane Scon: This approves Polyseto One as described below in this Notice of Acceptance,designed to comply with 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 Polyset*One,and where the attachment calculations shall be done as an moment based system. PRODUCT'S A+LANUFACTIIRED BY APPLICANT: n' DIMOMIM fnduct Description Polysew one Factory premixed canisters Single comment polyurethane foam roof tile adhesive. MANUFACTURING LOCATION: 1. Norton,OH. PHYSICAL PROPERTIES: Prapew T"I Resells Density ASTM D 1622 1.951bsJ&3 Compressive Strength ASTM D 1621 7.8 psi Tensile Strength ASTM D 1623 15 PSI Parallel to rise Water Absorption ASTM D 2842 4.6 LbsJFe Moisture Vapor Transmission ASTM E 96 1.94 Perm/Inch Dimensional Stability ASTM D 2126 +-0.89%Volume Change @ 70"C.,2 Weeks Closed Cell Content ASTM D 2856 54.1% EVIDENCE SUBMITTED: Test Asencv Test Identlfiier Test Names Date Southwest Research Institute 01-1208-025 ASTM E 108 06/16198 PRI Construction Materials FOP-009-02-10 Physical Properties 12114/10 Technologies,Inc. FOP-009-02-01 TAS-101 11/8/10 FOP-009-02-02 TAS-101 11/4/10 FOP-009-02-03 TAS-101 11/8/10 FOP-009-02-04 TAS-101 11/8/10 FOP-009-02-05 TAS-101 11/8/10 NOA No.: 10-1112.05 0- 12.OS Expiration Date:01/03/16 Approval Date:01!06/11 Page 2 of 5 v Ln TrATIONS: 1. Fire classification is not part of this acceptance. 2. PolyseW One can be used with flat,low,medium and high We profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polyset®One roof tale adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. 2 F'= MS INSTALLATION: 1. PolyseW One may be used with any roof tile assembly having a current NOA that lists moment resistance values with the use of PolysetO One 2. Polys"One 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 PolyseA One shall provide sufficient attachment resistance,expressed as a moment based system,to meet or exceed the moment resistance determined in compliance with Roofing ng Application Standards RAS 127. The adhesive attachment data is noted in the roof file assembly NOA 3. Polyset*One roof the adhesive and its components shall be installed in accordance with hoofing Application Standard RAS 120,and Fomo Products,Inc.Polyset®One Operating Instruction and Maintenance Booklet 4. Installation must be by.a Factory Trained'Qualifced Applicator"approved and licensed by Polyfoam Products,Inc. S. Pressure treated wood filler block shall be required on all cave course of all file profiles except on two pieces barrel tile. 6. Tiles must be adhered in freshly applied adhesive.Tile must be set within 4 minutes after Polyset® One has been dispensed. 7. Polyp One placement shall be in accordance with the Placement Details'herein. Each generic file profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Prole Tile Typical Placement Weight per paddy Profile Detail rams Flat,Low 8t M Profile # 1 12 High Profile 2-Piece #2 12 Barrel LABELING: All Poly#"One containers shall comply with the Standard Conditions listed herein. NOA No.:10-1112.05 Expiradon Date:01!83/16 Approval Date:81/06111 Page 3 of 5 BunmING PERMIT REQUnW,MENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. . ADHESIVE PLACEMENT DETAILS aeno�u,r�rnk CUT AWAY VIEW Alto „ wM nuxaao�. PLACEMZNT DETAIL#1 NOA No.:10-111105 Expiration Date:01/03/16 Approval Date:01/03/11 Page 4 of 5 ADBUIVE PLACEMENT DETAILS (CONTINUED) PLACEMENT DETAIL#2 1 ~ 1 END OF THIS ACCEPTANCE NoA No.: 10-1112.05 Expiration bate:OM/16 Approval Date:01/06/11 Page 5 of 5 a MIAMI-DARE COUNTY ` PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 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) www.miamidade.eoy/economy 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 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 Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:Polyglass Polystick 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 coy of this entire NOA shall be provided to the user b the manufacturer or its distributors and P Y shall be available for inspection at the job site at the request of the Building Official. This revises NOA#11-1229.01 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. I lei c NOA No.: 12-0713.02 H; AHMED Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 1 of 8 b ROOFING COMPONENT APPROVAL ate Roofing ,Sub-Cateaorv: Underlayment Material: SBS,APP Self-Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Proftuct Dbueusious Specification DO-Scriptiou Polystick NITS Roll: TAS 103 A homogeneous,rubberized asphalt underlayment 65'8"x 3'33/8" waterproofing membrane,glass fiber reinforced Manufacturing Location 60 mils thick with polyolefinic film on the upper surface for #2 use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Polystick IR Xe Roll: TAS 103 and A fine granular/sand top surface self-adhering, underlayment 65'x 3'3 3/8" ASTM D 1970 APP polymer modified,fiberglass reinforced, Manufacturing Location Or 65'x 3' bituminous sheet material for use as an 60 mils thick underlayment in sloped roof assemblies. #1 &#2 Designed as an ice&rain shield and as a flat roof tile underlayment. Polystick TU Roll: TAS 103 and A heavy granuled surface self adhering,APP underlayment 32'10"x 3'33/8" ASTM D 1970 polymer modified,fiberglass or polyester Manufacturing Location 100 mils thick reinforced,bituminous sheet material for use as #1&#2 an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. Polystick TU Pius Roll: TAS 103 and A rubberized asphalt self-adhering,glass- underlayment 65'x 3'3 3/8" ASTM D 1970 fiber/polyester reinforced waterproofing (Surface Printing) 80 mils thick membrane.Designed as a metal roofing and roof Manufacturing Location tile underlayment. #1 &#2 Polystick TU P Roll: TAS 103 and A rubberized asphalt waterproofing membrane, underlayment 32'10"x 3'33/8" ASTM D 1970 glass-fiber/polyester reinforced,with a granular Manufacturing Location 130 mils thick surface designed for use as a tile roof #2 underlayment. Polystick Tile Pro Roll: TAS 103 and A rubberized asphalt self-adhering,glass- Manufacturing Location 61'x 3'33/8 ASTM D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane.Designed as a metal roofmg and roof file underlayment. Polystick Dual Pro Roll: TAS 103 and A rubberized asphalt self-adhering,glass- Manufacturing Location 61'x 33 3/8" ASTM D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof rile underlayment. NOA No.: 12-0713.02 E Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 2 of 8 i PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick TU Max Roll: TAS 103 and A rubberized asphalt self-adhering,polyester Manu factuping Location 658"x 3'3-3/8" ASTM D 1970 reinforced waterproofing membrane. Designed #2 60 mils thick as a a roof tile underlayment. MANUFACTURING PLANTS: 1.Hazelton,PA 2.Winter Haven,FL EVIDENCE SUBNIITTED: Test Aaencv Test Identifier Test Name/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 103 08/29/05 Trinity ERD P5110.08.07 TAS 103 08/29/07 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 09/01/11 P37300.10.11 TAS 110/ASTM D4798&D1970 10/19/11 P40390.08.12-1 TAS 103&TAS 110 08/06/12 P40390.08.12-2 ASTM D 1623 08/07/12 P40390.10.12 ASTM D 1970 10/03/12 PRI Asphalt Technologies PRI01111 ASTM D 4977 04/08/02 PUSA-005-02-01 ASTM D 4977 01/31/02 PUSA-018-02-01 ASTM D 2523 07/14103 PUSA-035-02-01 TAS 103 09/29/06 PUSA-033-02-01 ASTM D 1970 01/12/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-083-02-01 TAS 103 06/30/08 PUSA-089-02-01 TAS 103/ASTM D4798&G155 07/06/09 Momentum Technologies,Inc. JX20H7A 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 I NOA N • 1 No.: 2-0713.02 1APPROVEDI Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 3 of 8 r s r , INSTALLATION PROCEDURES: Deck Type 1: Wood,non-insulated 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: 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-Y2"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. 7. NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 4 of 8 GENERAL Lnv mnoNS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS,TU Plus,Tile Pro and Dual Pro may be used in asphaltic shingles,wood shakes and shingles, non-structural metal roofing,roof tile systems and quarry slate roof assemblies.Polystick IR-Xe,TU,and TU P may be used in all the previous assemblies listed except metal roofing. Polystick TU Max may be used in roof file systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth,clean and dry surface. The deck shall be free of irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof 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. Exposure Limitations(days) MTS I TR Xe TU TU Plus TU P Tile Pro I Dual Pro I TU Max Winter Homo,FL. 180 180 180 180 180 1 180 180 90 Hagelton PA. N/A 30 30 180 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. 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,TU Plus,Tile Pro and TU Max may be used in both adhesive set and mechanically fastened roof file applications.Polystick IR-Xe,and Dual Pro are limited to mechanically fastened roof tile applications.Polystick MTS is limited to mechanically fastened with battens roof tile applications.Polystick TU P may be used in both adhesive set and mechanically fastened roof file applications with the exception of mortar set file applications. 9. 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 NITS Polystick IR-Xe Polystick TU,TU Polystick TU Plus,TU P,Tile Max Pro Flat Tile Prohibited without 5:12 No limitation No limitation battens Profiled Tile Prohibited without Prohibited No limitation No limitation 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. NOA No.: 12-0713.02 IMPROVED! Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 5 of 8 i GENERAL•LnV mioNs: (CONTINUED) 10. 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 below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. Rooting Tiles (6 Max.Per Stack) f HDal UeckPrqweamn l PODIOCKTU Plus 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products.Polystick MTS,IR Xe,TU,TU Plus,TU P,TU Max,Dual Pro and Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS,IR-Xe, TU,TU Plus,TU P,TU Max,Dual Pro and Tile Pro as a component part of an assembly in the Notice of Acceptance. If Polystick MTS,IR Xe,TU,TU Plus,TU P,TU Max,Dual Pro and Tile Pro 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, city and state of manufacturing facility and the following statement: "Miami-Dade County Product Control Approved"or the Miami-Dade County Product Control Seal as shown below. C!1IL115I7I0!E COIJMY 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. NOA No.: 12-0713.02 O EDL_ Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 6 of 8 r � 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 should be back-nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, I 1 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 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 seat lap seams(selvage laps)must he 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, 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 7"/12"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 tale sliding during the loading process. 7. Minimum cure time after membrane installation&before loading of roofing tiles is Forty Eight(48)Hours. 8. Polystick membranes 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 Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement,Polyglass PG500 MB Flashing Cement 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. Brooming may be used where slope prohibits rolling. 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. NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 7 of 8 i a 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(NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE e NOA No.: 12-0713.02 APPROVED Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 8 of 8 t 4 t MIAMaDA0E MHAM DARE COUNTY • 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)31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy GAF 1361 Alps Road Wayne,NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed 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 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: :GAF Ruberole Modified Bitumen Roof System for Wood Decks LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No.09-0224.01 and consists of pages 1 through 29. The submitted documentation was reviewed by Jorge L.Acebo. NOA No.:13-0424.14 L�U L I!pgpE ir&'C'7—i&� Expiration Date: 11/06/14 !APPROVED!, Approval Date: 10/31/13 Page 1 of 29 , Membrane Type: APP/SBS Heat Weld Deck Type 1: Wood,Non-insulated Deck Description: 19/32"or greater plywood or wood plank decks System Type E(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOut Fire Barrier Coating,VersaShiele Fire-Resistant Roof Deck (optional) Protection or Securock Gypsum-Fiber Roof Board. Base sheet: GAFGLAS"#80 Ultima7 Base Sheet,GAFGLAS"Stratavent"Eliminator Nailable Venting Base Sheet,Ruberoid"Mop Smooth,Ruberoid"20,Ruberoid" SBS Heat Weld's Smooth or Ruberoie SBS Heat-Weld 25 mechanically fastened to deck as described below; Fastening Options: GAFGLAS"Ply 4,GAFGLAS"F1exPly 6,GAFGLAS"#75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9"o.c.at the lap staggered and in two rows 12" o.c.in the field. (Maximum Design Pressure—45 psf,See General Limitation#7) GAFGLAS"Ply 4,GAFGLAS F1exPly"°6,GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-Tec"'#12 Fastener,Drill-Tee #14 Fastener or Drill-Tec""XHD Fastener and Drill-Tec"'3"Steel Plate,Drill- Tee AccuTrac"Flat Plate or Drill-Tee AccuTrac"Recessed Plate installed 12"o.c.in 3 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 12"o.c.in the field of the sheet. (Maximum Design Pressure—45 psf,See General LiniftWon#7) GAFGLAS"FlexPly 6,GAFGLAS"#75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9"o.c.at the 4"lap staggered and in two rows 9"o.c.in the field. (Maximum Design Pressure—52.5 psf,See General Limitation#7) GAFGLAS"#80 Ultima Base Sheets,Ruberoie 20,Ruberoid"Mop Smooth, base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9"o.c.at the 4"lap staggered and in two rows 9"o.c.in the field. (Maximum Design Pressure—60 psf,See General Limitation#7) GAFGLAS"#75 Base Sheet or any of above base sheets attached to deck with Drill-Tecm#12 Fastener,Drill-Tec""#14 Fastener or Drill-Tee"XHD Fastener and Drill-TeeTw 3"Steel Plate,Drill-Tec"°AccuTrac"Flat Plate or Drill-Tec AccuTrac"Recessed Plate installed 12"o.c.in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c.in the field of the sheet. (Maximum Design Pressure—60 psf,See General Limitation#7) NOA No.:13-0424.14 Cpy Expiration Date: 11/06/14 APPRWED I Approval Date: 10/31/13 Page 27 of 29 Any of above base sheets attached to deck approved annular ring shank nails and 3"inverted Drill-Tec"'insulation plates at a fastener spacing of 9"o.c.at the 4" lap staggered in two rows 9"in the field. (Maximum Design Pressure—60 psf,See General Limitation#7) GAFGLASs'#75 Base Sheet or any of above base sheets attached to deck with Drill-Tec.#12 Fastener,Drill-Tec"' #14 Fastener or Drill-Tec"'XHD Fastener and Drill-Tec7 3"Steel Plate,Drill-Tec AccuTrac"Flat Plate or Drill-Tec"` AccuTrac"Recessed Plate installed S"o.c.in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c.in the field of the sheet. (Maximum Design Pressure—75 psf,See General Limitation#7) Ply Sheet: (Optional except over Ruberoid"Mop Smooth,Ruberoid"20,Ruberoid"SBS Heat-Weld`Smooth or Ruberoid"SBS Heat WeIC 25)One or more plies GAFGLAS"Ply 4 or GAFGLAS"FlexPly 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-401bsJsq.or Ruberoid"Torch Smooth torch applied according to manufacturer's application instructions. Membrane: One ply of Ruberoid"Torch Smooth,Ruberoid"Torch Granule,RoofMatch7 APP Modified Granular,Ruberoie Eneracap—Torch Granule FR,Ruberoie EnergyCap'M Torch Plus FR,or Ruberoid"Torch FR torch applied according to manufacturer's application instructions. Or One or more plies of Ruberoid"SBS Heat-Weld's Plus,Ruberoid"SBS Heat- Weld7'Plus FR,Ruberoid"SBS Heat-Weld's 170 FR,Ruberoid"EnergyCap'm SBS Heat-Weld's Plus FR,Ruberoid"SBS Heat Weld's Granule,Ruberoid"SBS Heat-Weld"Smooth and Ruberoid"SBS Heat-Weld"25 applied according to manufacturer's application instructions. Surfacing: Optional on granular surfaced membranes;required for smooth membranes. Chosen components must be applied according to manufacturer's application Instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq.and 300 lbsJsq.respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. GAFGLAS"Mineral Surfaced Cap Sheet or GAFGLAS"EnergyCap"r BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. Topcoat"Elastomeric Roofing Membrane,Topcoat"MB Plus(to be used as a primer with Topcoat"Elastomeric Roofing Membrane)or Topcoat®Surface Seal SB applied at 1 to 1.5 gal./sq. Maximum Design Pressure: See Fastening Above NOA No.:13-0424.14 �GQI4pE�� Expiration Date: 11106114 '' • Approval Date: 10/31/13 Page 28 of 29 WOOD DECK SYSTEM Lrn>zTATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® F1exPly TM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/a" DensDecV Roof Board or 1/2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance;refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 tbs./sq.,or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12"diameter circles,24"o.c.;or strip mopped 8"ribbons in three rows,one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6"break shall be placed every 12'in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 121bs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of 45 psE 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of 275 lbf.,as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested,are below 275 lb£insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required,as determined by the Building Official,a revised fastener spacing,prepared,signed and sealed by a Florida Registered Engineer,Architect,or Registered Roof Consultant may be submitted Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117.Calculations prepared,signed and sealed by a Florida registered Professional Engineer,Registered Architect,or Registered Roof Consultant (When this limitation is specifically referred within this NOA,General Limitation#9 will not be applicable.) 8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e. field,perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and corners). (When this limitation is specifically referred within this NOA,General Limitation#7 will not be applicable.) 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.:13-0424.14 C Expiration Date: 11/06/14 "• Approval Date: 10131/13 Page 29 of 29 ' M1 � �W A 12f13113 , TGFU.R1306-Roofing Sy ftm 13 v . 90 Base Sheet:—One ply"Liberty SBS Self-Adhering Base/Ply Sheet" or"Ruberoid@ SA Base/Ply Sheet"self-adhered Ply Sheet:—One ply"Rubberold SBS Heat Weld 25" heat fused Membrane:—One ply"Ruberoid@ SBS Heat Weld Plus FR" or"Ruberoid®SBS Heat Weld 170 FRO heat fused 59. Deck: C-15/32 Incline: 1/2 Insulation(Optional):—Polyisocyanurate, uniform thickness of tapered minimum 11/2-in. mechanically fastened or adhered with OMG Inc. "Olybond Fastening System" Barrier Board:—Minimum IA-In. thick GP Gypsum Corp. "DensDeck@ Roofboard" or"DensDeck Prime@ Roofboard" or "DensDeck DuraGuardTm Roofboard° or minimum 1/4-in. thick United States Gypsum Corp. "SECUROCK@ Roof Board' (Type FRX-G) or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX) Wth all butt joints in the barrier board staggered a minimum of 6-In.from plywood deck butt joints mechanically fastened or adhered with OMG Inc. "Olybond Fastening System° Base Sheet:—One ply"Liberty SBS Self-Adhering Base/Ply Sheet" or"Ruberoid@ SA Base/Ply Sheet" self-adhered Ply Sheet:—One ply"Rubberold SBS Heat Weld 25" heat fused Membrane:—One ply"Ruberoid@ SBS Heat Weld Plus FR" or"Ruberoid@ SBS Heat Weld 170 FR" heat fused 60. Deck: C-15/32 Incline: 1/2 Barrier Board:—Minimum 1/4-in. thick GP Gypsum Corp. "DensDedk@ Roofboard" or"DensDeck Prime@ Roofboard" or "DensDeck DuraGuardT" Roofboard" or minimum 1/4-In,thick United States Gypsum Corp. "SECUROCK@ Roof Board° (Type FRX-G) or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX) with all butt joints in the barrier b of 6-in. from plywood deck butt joints mechanically fastened !ca__ lr?,,� _� Base Sheet:—One ply"GAFGLASS*75 Base" or"Td-Ply@ #75 Base Sheet" mechanically fasten d Membrane:—One ply"Ruberoid@ Torch FR" heat welded ® � eo1 61. Deck: NC Incline: 2 n Roll 61. Insulation(Optional):—One or more layers periite, wood fiber, glass fiber, polyisocyanurate, periite/polylsocyanura e composite, wood flber/polyisocyanurate composite, any thickness mechanically fastened or adhered with "LRF Adhesive M" or OMG Inc. "Olybond Fastening System" applied as a nominal 3/4-in. bead or"GAF 2-Part Roofing Adhesive° applied as a nominal 21k-in. bead with a maximum on-center spacing of 12-In. or any UL Classified insulation adhesive applied per the manufacturer's installation instructions. Base Sheet:—One ply Type G2 "GAFGLAS@ #75 Base Sheet"or"Tri-Ply@ *75 Base Sheet", or"GAFGLAS@ Ply 6" fully adhered with hot roofing asphalt. Ply Sheet(Optional):—Three or more plies Type GI "GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4% or°GAFGLAS@ Ply 6"fully adhered with hot roofing asphalt. Membrane(Optional):— "Ruberoid@ Mop Plus Granule" or"Ruberoid@ Mop Granule" or"Ruberoid@ 30" or"Ruberoid@ 30 FR" or"Ruberoid@ 30 FR HT' or"Ruberoid® EnergyCapTm SBS 30 FR" or"Ruberoid@ Mop Smooth" or"Ruberoid@ Mop Smooth 1.5" or"Ruberoid@ Mop Smooth Plus"or"Ruberoid@ Mop 170" or"Ruberoryid�@ Mop 170 FR"or°Ruberoid@ Dual Smooth"fully adhered vdth hot roofing asphalt or"Ruberoid@ SBS Heat Weld 170 FR" or"Ruberoid@ SBS Heat Weld Plus FR" or"Ruberoid@ SBS Heat Weld Smooth", heat fused Surfacing:—Roofing gravel applied at a rate of 400-Ibs./100-ft.2 embedded into a flood coat of hot roofing asphalt or No. a " " 10 White Aggregate a lied at a rate of 200-Ibs./100-ft. embedded into Fire Shield MB applied at a rate of 2-1 2 - 3- PP Pp / gal./100-ft.2. Top Surfacing:—°TOPCOAT EnergyCoteTm', applied at a rate of 0.5 - 1.0-gal./100-ft.2. 62. Deck: C-15/32 Incline: 2 Barrier Board:—Minimum 1/4-In. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or"DensDeck Prime@ Roofboard" or"DensDeck DuraGuardl Roofboard° or minimum 1/4-in. thick United States Gypsum Corp. "SECUROCK@ Roof Board" (Type FRX-G) or"SECUROCK@ Glass-Mat Roof Board° (Type SGMRX) mechanically fastened with butt joints in the barrier board products staggered a minimum of 6-in. from plywood deck joints Insulation(Optional):—One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, perilte/polylsocyanurate composite, wood fiber/polyisocyanurate composite, any thickness mechanically fastened or adhered with any UL Classified insulation adhesive. Base Sheet:—One ply Type G2 "GAFGLAS@ *75 Base Sheet" or"Tri-Ply@ #75 Base Sheet"or"GAFGLAS@ Ply 6"fully adhered with hot roofing asphalt. Ply Sheet(Optional):—Two or more plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLAS@ Ply 6" fully adhered vdth hot roofing asphalt. Membrane(Optional):— °Ruberoid@ Mop Plus Granule" or"Ruberoid@ Mop Granule" or°Ruberoid@ 30" or"Ruberoid@ 30 FR" or"Ruberoid@ 30 FR HT" or"Ruberoid@ EnergyCapTm SBS 30 FRO or"Ruberoid@ Mop Smooth" or"Ruberoid@ Mop Smooth 1.5" or"Ruberoid@ Mop Smooth Plus" or"Ruberoid@ Mop 170" or°Ruberoid@ Mop 170 FR" or"Ruberoid@ Dual Smooth"fully adhered with hot roofing asphalt or"Ruberoid@ SBS Heat Weld 170 FR" or"Ruberoid@ SBS Heat Weld Plus FR" or"Ruberoid@ SBS Heat Weld Smooth" heat fused. Surfacing:—Roofing gravel applied at 400-Ibs/100-ft2 embedded into a flood coat of hot roofing asphalt or No. 10 White Aggregate applied at a rate of 200-Ibs/100-ft2 embedded into "Fire Shield MB" applied at 2%- 3-gal./100-ft2. Top Surfacing:— "TOPCOAT EnergyCoteTP1," applied at 0.5 - 1.0-gal./100-ft2. 63. Deck: NC Incline: 11/2 Insulation(Optional):— Polyisocyanurate, wood fiber, perilte, glass fiber, any thickness, hot mopped or mechanically fastened. Cover Board:—ih-ln. thick "EnergyGuardT" HD" or 1/2-in. thick "EnergyGuardTm HD Plus" or ih-in. thick "EnergyGuardT" RH HD"or ih-In. thick wood fiber-board, mechanically fastened. Slip Sheet(Optional):—One ply"Storm Safe T"", mechanically fastened. Base Sheet:—One ply"LlbertyTP° SBS Self-Adhering Base/Ply Sheet" or"LtbertyT" SA Base/Ply Sheet", self-adhered. Membrane:—"Ruberoid@ Torch FR" or"Ruberoid@ SBS Heat Weld Plus FR" or"Ruberoid@ SBS Heat Weld 170 FR" or C °Ruberoid@ Torch Plus FR". 4. eck:C-15/32 IndIne;112 ul.corrdcgi-kd /XWAmroa teAJSEXf/1FRAMFJshaarupage.hb d?rem-=TGFU.R1306&ccmh Me=Roofing+Systm s"id=1074351OM&cfgid=10... 15/51 12(13/13 TGFU.R1306-Rooting Systems Base Sheet:—Two plies Type G2 or"GAFGLAS@ #75 Base Sheet", or"Ruberold@ 20" or"Ruberold@ 20 HT" or"Ruberoid@ Dual Smooth"fully adhered with hot roofing asphalt. Ply Sheet(Optional):—One or more plies Type G1 or Type G2 or"Ruberoid@ SBS Heat Weld Smooth." Membrane.— "Ruberold@ SBS Heat Weld 170 FR" or"Ruberoid@ SBS Heat Weld Plus FR" heat fused 65. Deck: NC Incline: 1k Insulation(Optional):—Polyisocyanurate, wood fiber, glass fiber or perlite mechanically fastened, any combination, any thickness. Base Sheet:—One ply"Ruberold@ SA Base/Ply Sheet" self-adhered Membrane:—One ply"Ruberold®SA Cap FR"self-adhered 66. Deck: C-15/32 Incline: 1/2 Insulation(Optional):—Any thickness perlite, glass fiber, polyisocyanurate, periite/polyisocyanurate composite, mechanically fastened or adhered with any UL Classified insulation adhesive. Barrier Board(Not required when the roof deck Is noncombustible):— Minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck @ Roofboard" or"DensDeck Prime@ Roofboard" or"DensDeck DuraGuardT" Roofboard" or United States Gypsum Corp. "SECUROCK@ Roof Board" (Type FRX-G) or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX) with butt joints In the barrier board staggered a minimum of 6-in, from butt joints in plywood roof deck Base Sheet:—Two plies Type G2 "GAFGLAS #75 Base Sheet"fully adhered with hot roofing asphalt. Ply Sheet:—Two plies Type G1 "GAFGLAS Ply 6" fully adhered with hot roofing asphalt. Membrane:—One ply"Ruberoid® EnergyCapT" Dual FR" fully adhered with hot roofing asphalt 67. Deck: C-15/32 Incline: 1h Insulation(Optional):—Any thickness periite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Barrier Board,—Minimum V4-In. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or"DensDeck Prime@ Roofboard" or"DensDeck DuraGuardT" Roofboard" or minimum 1A-In. thick Untied States Gypsum Corp. "SECUROCK@ Roof Board" (Type FRX-G) or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive with butt joints in the barrier board products staggered a minimum of 6-In. from plywood deck joints. Base Sheet:—One or more piles Type G2 "GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet" or Type G1 or Type G2 fully adhered with hot roofing asphalt or mechanically fastened Ply Sheet,—One or more plies "Ruberoid@ 20" or"Ruberoid@ 20 HT" or"Ruberoid@ Dual Smooth"fully adhered with hot roofing asphalt or mechanically fastened Membrane:—One ply"Ruberold@ 30"fully adhered with hot roofing asphalt. Surfacing(Optional):—"TOPCOAT@ EnergyCoteT"" or*TOPCOATS MB Plus - White" applied at a rate of 2-gat/100—ft2. 68. Deck: NC Incline, 1/2 Primer(Optional):—One application "SurfaceSeal SB" applied at 1-gat/100-f:2. Insulation(Optlonan:—Periite, fiber glass, polylsocya n u rate, urethane or perilte/polyisocyanurate composite. Base Sheet:—One or more layers "GAF Stratavent@©lminatorm Venting Base Sheet(Perforated)" or"GAF Stratavent@ Eliminator""Venting Base Sheet(Nailable)",Type G2 "GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet" or Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or"Tri-Ply@ Mineral Surfaced Cap Sheet", hot mopped or mechanically fastened. Ply Sheet(Optional):—One or more plies Type G1, hot mopped in place. Membrane:— "Ruberold@ Mop 170 FR" or"Ruberoid@ Dual FR"or"Ruberoid@ Mop FR" or"Ruberoid@ EnergyCapT" Mop FR. 69. Deck: NC Incline. 1/2 Base Sheet:—One ply of"Ruberoid@ Mop Smooth" or"Ruberoid@ Mop Smooth 1.5" or"Ruberoid@ Mop Smooth Pius" or "Ruberoid@ Dual Smooth" fully adhered with "Topcoat@ MatrixTm MajorBondT" Modified Bitumen Adhesive" applied at a rate of 1-1/2-gal/10041:2. Membrane:—One ply"Ruberoid@ Mop 170 FR" or"Ruberoid@ Dual FR" or"Ruberold@ Mop FR" or"Ruberoid@ EnergyCapT" Mop FR fully adhered with "Topcoat@ Matrix'" MajorBondT" Modified Bitumen Adhesive" applied at a rate of 11h-g a 1/100-ft2. 70. Deck: C-15/32 Incline: 1/2 Insulation(Optional):—Any thickness "EnergyGuardT"" or"EnergyGuardT" RA" or"EnergyGuardT" RN" or"EnergyGuardT" RHO or"EnergyGuardT" RF" or"EnergyGuardT" Ultra" polylsocyanurate, mechanically fastened or adhered Wth OMG Inc "OlyBondT" Fastening System" or any UL Classified insulation adhesive. IA-In. " a n Barrier Board:—Minimum thick Georgia-Pacific Gypsum LLC DensDeck@ Roofboard or DensDeck Prime@ Roofboard" or"DensDeck DuraGuardT" Roofboard" or minimum Va-in. thick United States Gypsum Corp. "SECUROCK@ Roof Board" (Type FRX-G) or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive with butt joints in the barrier board products staggered a minimum of 6-in. from plywood deck joints. Base Sheet:—One ply of"Ruberoid@ Mop Smooth" or"Ruberold@ Mop Smooth 1.5" or"Ruberoid@ Mop Smooth Plus" or "Ruberold@ Dual Smooth"fully adhered with "Topcoat@ Matrix'" MajorBondT" Modified Bitumen Adhesive"applied at a rate of 1%-gal/100-ft2. Membrane:—One ply"Ruberoid@ Mop 170 FR" or"Ruberoid@ Dual FR" or"Ruberoid@ Mop FR" or"Ruberoid@ EnergyCapT" Mop FR fully adhered with '"Topcoat® MatrixT" MajorBondT" Modified Bitumen Adhesive" applied at a rate of 1%-ga 1/100-ft2. 71. Deck: NC Incline: 1/2 dalalxasa.ul.c orWegi-birAWAw Iate/LJSEXT/1FRAME/stwWge.htd?nwro=TGFU.R1305&ocrehortdde=Roo ing+ ice107g351933&dgid=10... 16/51 R ACB2 Engineering Inc. 1/27/ao14 Testing & Engineering Services Certification of Authorization#8131 Roof Tile Uplift Test Report Tel: 954-245.8976; Fax:954.301.7776 5230 NE 18 Avenue Fort Lauderdale, FL 33334 Attention: Miami Shores village, Building Division, 10050 N.E. 2nd Avenue, Miami Shores, FL 33138 Client: Daley Roofing, Inc Test Date: 1/27/2014 Permit#RF-11-13-2681 Moore Residence Property Address: 9304 NE 9 Place,Miami Shores, FI Roof Pitch: Type of Tile: Roof Area: 3 in 12 Boral Roof Tile 21.80 squares Tile Attachment Method: Two Component Polyurethane Foam Adhesive-Poly Pro H 160 Field Instrument : IMADA Force Gauge 0-100 Serial number:243454 Test Location Total Number of Tests Field Uplift Pull Test Test results Perimeter Area: 9.80 sq 10 As per FBC 2010 Passed Field Area: 12.00 sq 12 As per FBC 2010 Passed No.of Corner: 8 8 As per FBC 2010 Passed Ridge Areas: 83 pcs 4 As per FBC 2010 Passed Important. These laboratory results can change due to future weather impacts and/or unavoidable roof traffic.Therefore,this report represents the TAS 106 results at the time of the test. Please see attached a Roof Sketch for this project. Cordially, ACB2 Eng0:36Z6 Inc. (NOA 09-1005.01) Antonio PE Fla. Reg. ACB2 Engineering Inc. Engineering and Laboratory Services 5230 NE 18"'Avenue Fort Lauderdale, Florida 33334 Phone: (954) 245-8976 Fax: (954) 301-7776 f l I T T T i _ I T- - I � T I I T T-