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RF-18-370 f t ' Inspection Worksheet ` Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-297312 Permit Number: RF-2-18-370 Inspection Date: April 12, 2018 Permit Type: Roof Inspector: Naranjo, Ismael Inspection Type: Final Roof Owner: SMITH, PAUL Work Classification: Tile Job Address:65 NE 92 Street Miami Shores, FIL Phone Number Parcel Number 1132060130260 Project: <NONE> Contractor: T&S ROOFING SYSTEMS INC. Phone: 305/265-2654 i Building Department Comments RE-ROOF TILE Infractio, Passed Comments INSPECTOR COMMENTS False Up lift test on file. Inspector Comments Passed Up lift test on file. Failed Correction Needed Re-Inspection ❑ Fee r - , No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 May 02,�2018 Page 1 of 1 i i AC132 Engineering Inc. Testing & Engineering Services Certificate of Authorization#8131 Roof Tile Uplift Test Report Tel: 954-245-8976 Fax: 954-301-7776 5230 NE 181 Avenue Fort Lauderdale, FL 33334 Attention: Miami Shores Village, Building Division, 10050 NE 2nd Avenue, Miami Shores, FL 33138 Client: T&S Roofing Systems, Inc. Test Date: 04/11/2018 Permit# RF-2-18-370 Property Address: 65 NE 92nd Street, Miami Shores Roof Pitch: Type of Tile: Roof Area: 3 in 12 Boral Roof Tile 30.00 squares Tile Attachment Method: - Two Component Polyurethane Foam Adhesive-Poly Pro H 160 IMADA Force Gauge 0-100 Serial number:243454 Field Instrument : g Test Location Total Number of Tests Field Uplift Pull Test Test results Perimeter Area: (Tl-T12) 12.00 sq. 12 As per FBC 2017 Passed Field Area: (T13-T30) 18.00 sq. 18 As per FBC 2017 Passed No.of Corner (T31-T44) 14 14 As per FBC 2017 Passed Ridge Areas: (T45-T54) 102 pcs. 10 As per FBC 2017 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. Co y, A B gineering Inc. (NOA 09-1005.01) A onio Acevedo, PE i a. Reg. No: 36466 ACB2 Eng�nee �, Md Leammysemcm 5230 NE 18&Avmw Ftnt �� Florida,33334 Phone:(954)24541976 Fa)t (954)301-7776 TZ3 T(® 3 l 2? f2j T TP TS TO Tet Tis rr T-p { T-�6 T �4E Fr Permit No. RF-2-18-370 `yKo s yt Miami Shores Village Permit Type Roof tv 10050 N.E.2nd Avenue NE Per� ' Work Classification:Tile Miami Shores,FL 33138-0000 Permit Status:APPROVED' Phone: (305)795-2204 FCORiI)p' Issue Date:2/1312018 Expiration: 08/12/2018 Project Address Parcel Number Applicant 65 NE 92 Street 1132060130260 Miami Shores, FL Block: Lot: PAUL SMITH Owner Information Address Phone Cell PAUL SMITH 65 NE 92 ST MIAMI FL 33138-2811 Contractor(s) Phone Cell Phone T&S ROOFING SYSTEMS INC. 305/265-2654 Valuation: $ 21,000.00 _ Total Sq Feet: 3000 Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF TILE Inspection Type: Classification:Residential Up Lift Report Scanning:3 Tin Cap Final Roof Tile 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-2-18-66436 CCF $12.60 DBPR Fee $4.50 02/13/2018 Check#:34153 $850.10 $0.00 DCA Fee $3.00 Bond#:3652 Education Surcharge $4.20 Permit Fee-New Roof $300.00 Scanning Fee $9.00 Technology Fee $16.80 Total: $850.10 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructio&and zoning thermor authorize the above-named contractor to do the work stated. February 13, 2018 Authorized Sig tures Owne / Applicant / Contractor / Agent Date Building Department Copy February 13, 2018 1 -Gmonrndfz i 0 Miami Shores Village =TvF—.D � 2018�� Building Department FEB 2 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972, INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master Permit No. � 'ZS�J�� PERMIT APPLICATION Sub Permit No. r-JBUILDING ❑ ELECTRIC ROOFING ❑ REVISION EXTENSION RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores Coun Miami Dade zip: Folio/Parcel#: IT 61M Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: 1_ Flood Zone: BFE: r FFE: OWNER:Name(Fee Simple Titleholder): �"� 01�� \ Phone#: 16J Address: �54 I City: 1 1 State: <-' Zip: 3 Tenant/Lessee Name: Phone#: Email: '� C CONTRACTOR:Company Name: , Phone#: Address: City: State: l/ Zip: 1 �' Qualifier Name: Phone#: � �l TO State Certification or Registration#: 2 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 'V ( dG� Square/Linear Footage of Work: Oct) Type of Work: ❑ A dition ,�.l Alteration., ❑ New ❑ Repair/Replace El Demolition Description of Work: �" Specify color of color thru tile: W)"e(M Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$_ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (RevisedO2/24/2014) 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. "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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Ilk- Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged beforethis �n day of w 20 by day of 20 IT by �V who is personally known towho is personally known to ova V1 I 1i me or ho has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBL Sign: Sign: Print. Print: Seal =io D IEL:EREZ tiar+� DANIELPERENotaryP liC- a Seal: No ryPublic-State of tori a Com issi = = . ommission;GG44 My Com Dire0 ? M Comm. x fires Nov 3.2020 or r,.- Y p 3 APPROVED BY ` ' Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) T. Srn��- -h !1topm by e/d 11dum ioi orr� PEC IMM oolfc i'IIRPEf MA 111700?Tl lie tw/ttMADtf= 1 51sS giftORM ROAD aOS.LVVOM' Unum+ 1tu2l t bill - ORArag/ I 171<i R 3 9 7 4 2 c 1995 SEF' 29 12:57, j play �onrs�u `�Yf 11 'il bi. C t rei Carpenter Rudd Title 6245 PembrokeRoail WARRANTY DEED i-WS IFf1EE 714.Si? SUR-T,. O.i1i1 ��� _ Hollywood.FL:i it>?� hARVEY RM11th (LERK'DA*F. t JJNTY1 Fl. SRT* ruca wo. eoda this 9xnA d+y o[ 9eVt•Mnr A n oils h*tvwN� l S f KATRRRttR R. IJWNAfI. • sirw�l*•wo,een a* arentor•, .hour addreas is, 2(p�1� �C�lrtkter 1'1UP , �r ' 3rd l mta FC 1 PAtrl, tlruw. • tingle nab as arantco•. what* address ls, 2 11 � V1n1Ci fLu, FL 33t3$ 1tT`lttt<d06Tt1. That ►lae•graatora, for and fn_-nnnaid*ration o1 the suit of TWAAND Not 100 ' nol.j.h110rtOlo.gol and other walaebla ewl•id*r*tima too aid nruntn.n in hand pard by .aid grantees. the rnnaipL *reof i* hereby"ackno-3 wht� i•n . has Granted. basna +l !� end nnIA to tiw:yrant*e and,gra»ts*'a hair• forever rhe following ,jo—ttihad late I` Located in the county or rte, R•te of rlovLd•, to-wit, Lots 1! i at. 'lock s. MIAM smog= OXMIQ7i OM AMOMRn• i eu[division f I dccordtne to the plat or OOP that" d*eerlb*d in oleo- Rook 10. it pi/^In1 70. i I ur tGe "lit aecords of t"s County. r1o►1d.. lropfrey Ted to Ruebor, 11-2309.011.0360 !� F OVDJZ= TOM manlu, s*atriatione and r~rvat.lnu* Of record. 1t anv. •,..1 i tarn* for 1725 end aubalQlt*nt-Yaera. ' Daid 4yrnntor doe* hereby fully:warrent tie, title to said land, and ..ill defend tL* saee ageloet the 1*whil,.le4e• of all M reed& wha,noc, ". 1� •/b,/ul•r atW glucal:are tntar*bapeabl* as e.nt*xt r*autrr, TA ws7M/o woomr. urantor has bee*unto wt grenrnr'M hand and IM 0 the div and goer f st above written. witltcswcu f t.yc LolfyT•l � near pe erre .rs..iiiN s of y County of e r 1• .0 **knovl*d/ad betor*oe nn thin And d.,y ei t qha embo.,ltry,Aits bttra7nc 0e taebor, a�f!by w7W, a aimtle wtrr+m. .bo is Fwnv„ Le M p wwT1t���Tt�/./�(L_ or roto hes produced ' ' """ �'t rn` 1��/f-nn tMntsttoatiw, an4 did t take an oath. '` F My raaw,la*too expire., Y LIC �;asM /e1• (03AL) pft1R all TYi`e Haws. � t/gCi�cp,�wWp+w K r in u004g1 �1l� J ilitti 0�r Mvw. calift VMft i 1 Li 4 n t on 16 SECTION 1524 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR RG FING CONSIDERATIONS • . . .... ...... .. :0 1524.1 Scope.As it pertains to the section,it is the responsibility of roofing contractor to grpyide the owner with ,••••, the required roofing permit,and to explain to the owner the content of the section.The Ijrpvisions of 9ectign R4402••": govern the minimum requirements and standards of the industry for roofing system instellatiehs.Addifidrtalry,the ••... following items should be addressed as part of the agreement between the owner ant ft,00n(ractor.Thg owner's•• ••• initial in the designated space indicates that the item`has been explained. •• •• •• •• •••••. . . . . ...... 2• �_Renailing wood decks:When replacing roofing,the existing wos jtogf deck m§y Piave to ;••••; be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually• concealed prior to removing the existing roof system). 4. .__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. V� Overflow scuppers(wall outlets); It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimetededge wall or other roof extension may block this discharge if overflow scuppers(wall outlets)are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. Owner/Agent's Signature Date Crgractor Signature Date 5 Z Property Addre s Permit Number Revised on 7/9/2009 LD;07/01/2015; t k;, . . SHORE Miami Shores Village Building Department 10050 N.E.2nd Avenue �GDRIDp' Miami Shores, Florida 33138 Tel (305) 795.2204 Faxi 445) 756.8972 . . .:.. ...... OWNERS'S AFFIDAVIT OF EXEMPTION•:•• ••••�• ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FORrEXISTING SITS . ...... BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES .....•••• so ••• . . . ..... . . . . PERSUANT TO SECTION 553.844 F.S. " " . . . . ...... To: Miami Shores Village Building Department ••••. 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owners Name: J\ ty� Property Address: (�� Z — Roofing Permit Number: Dearildi�� Official: certify that I am not required to retrofit the roof to wall connections of my building because: 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 iii 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) 01 A �M' V\ Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn,deposes and says that he/she is th owner for the above propertymentioned. Sworn to and subscribed before me this �2 y f �C ` r° �<• DANIEL PEREZ Notary Public-State of Florida Notary Public, Sate of Florida at Lar e Commission,GG44769 My Comm.Expires Nov 3,2020 When the just valuation of the structure for urpose of ad valorem taxati is equal to or more an 300,000.00,and the building was riot constructed with FBC nor a. SFBC:Then you must provide a building ap tion from a General Co actor for the Roof t w connection Hurricane Mitigation. Revised on 5/21/2009 2/8/2013 Property Search Application-Miami-Dade County HUFERTV ; "-P RAISER p ne,"k UFFICE, OFTtl P i° Summary Report } Generated On:2/8/2018 i Property Information` Folio: 11-3206-013-0260 Property Address: Owner '_ • � y;,. rr• Mailing Address a s •:. ' } PA Primary Zone 1000 SGL FAMILY-2101-2300 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE • t,� e FAMILY:1 UNIT F?� '• ' Beds I Baths I Half 3/3/0 .�. ��••u'�'" yv , Floors 1 Living Units 1 • s•""�� Actual Area Sq.Ft � .= - * •+�, Living Area Sq.Ft "` «� µfy �• ' �_ Adjusted Area 2,516 Sq.Ft + �_ Lot Size 9,600 Sq.Ft . -• r Y}. ` Year Built 1969 Taxable Value Information Assessment Information 2017 2016 2015 Year 2017 2016 2015 County Land Value $240,217 $182,051 Exemption Value $50,000 $50,000 $50,000 Building Value $179,491 $180,951 $182,410 Taxable Value $113,443 $110,082 $108,970 XF Value $0 $0 School Board Market Value $419,708 $421,168 $364,461 Exemption Value $25,000 $25,000 $25,000 Assessed Value 1 $163,443 $160,082 $158,970 Taxable Value $138,443 $135,082 $133,970 City Benefits Information Exemption Value $50,000 $50,000 $50,000 Benefit Type 2017 2016 2015 Taxable Value 1 $113,443 $110,082 $108,970 Save Our Homes Assessment Regional Cap Reduction $256,265 $261,086 $205,491 Exemption Value 1 $50,000 $50,000 $50,000 Homestead Exemption $25,000 $25,000 $25,000 Taxable Value $113,443 $110,082 $108,970 Second Homestead Exemption $25,000 $25,0001 $25,000 Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Sales Information Board,City, Regional). OR Previous ` Sale Price Book- Qualification Description Short Legal Description Page r MIAMI SHORES SEC 1 AMD PB 10-70 09/01/1995 $125,800 16936- Sales which are qualifed LOT 19&W 1/2 LOT 20 BLK 2 3359 LOT SIZE 75.000 X 128 13620- Sales which are disqualified as a result of OR 16936-3359 0995 1 03/01/1988 $0 2669 examination of the deed 04/01/1976 $1 00000- Sales which are disqualified as a result of 00000 examination of the deed The Office of the Property Appraiser is continually editing and updating the to 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/info/disclaimer.asp Version: Section AB T I I MI®R Miami-Dade County'HVHZ Electronic-Roof:P,ermit Form "Delivering Excellence Every Day" Section A(General Iriformation) FEB 2018 Master Permit No: Process No: $ _ ANDS ROOFING ""•• Contractor's Name: • 65 ne 92 st •••••• •• •••••• Job Address: • 0000.. Roof Category •••• • 0000.. 0000 0000. ❑ Low Slope' ❑ Mechanically Fastened Tile tljrtar/Apine�ire Set Tide• • .. 0 .. .. 0000.9 ❑ Asphaltic Shingles El Metal Panel/Shingles 0;0 Ntood Shingies/Shakes • I ❑ Sprayed Polyurethane Foam ❑ ••• • Other: - ••.' E :. :0000 Roof Type •• ❑ New Roof ID Re-Roofing ❑ Recovering ❑ Repair ❑ Maintenance s Are there Gas Vent Stacks located on the roof? ❑ Yes 0 No If yes,what type? ❑ Natural ❑ LPGX Roof System Information:. Low slope roof area (U)t- Steep Sloped area (ft.z) 3000 Total (U) 3000'' Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated,pressure zones and location of parapets. Perimeter Width (a'): Corner Size(a' x a'):O F��,°`, ;, ,r„ y. •t r�'�� ��/ AL1 vIM Q LU w LL Erb,:, cn 2 U) W Q U La O C, I LL c c _ u, C I � k e:- � C_ f° CE �, LU j'CA ( Q , � ` ` ^ . R.0 syst. ` ^' * ' | | / � / Miami-Dade County HVFIZ Electronic Roof Permit Form Section DTile Roof��stemn �%e/�nceFmpn'Day" - | . Roof SysternManufacturer: FING LLC Noboaof�ocopt Acceptance Mininium Design Wind Pressures,If Applicable(from RAS 127 or Calculations): pi: P2: P3: ' °°°° ° ° Maximum Wind � °° °° (Fromdn»NO�Spou Specific po� °°° °° ° °�° °°°°: Fill/nd/eepao/iicroof aauemb{jicomponents. /yacomponent/ssotinsert not the textbou ° ' Deck Type: Optional Insulation: / Optional NoUableSubatrute: ' ~ N��eGu�m�A�chment Roof Slope: '712" Optional RoufMean Height: ft. 8a000heet Type:3�ZSTM TYPE 11 � Method of Tile Attachment: Fastener for Basesheet Attachrnen� Alternate Method of Tile Attachment per NOA: 11 1/4 IRS NAILS 6" OC AND 12"FIELD ' Tile Undoduymert(Cap Sheet)Type: TILE SEAL , DhpEdge Size&Gauge: -Tile Undodu t AttachmentMethod: / Drip Edge Material Type: . ^ Drip Edge Fastener Type: Tile Profile: ONY 900 � Hook Strip/Cleat gauge orweight: Select Hook Strip ^ , � ' ' y f Section E i rM G d CG�C QAl3E I _ Miami-Dade County E-a01f 1��iecironic :oar I�e��aic k�orrn n ''e'{:V2fili�Fvralhnre Every!-)a7/ Y Section E (Tile Calculations) Method 1 "Mordent Based the Calculations Per IFAS 127" For Moment based tile systems,use Method 1. Compare the values for Mr with the values from Mf. th% t values atC ••••;• •• •• greater than or equal to the Mr values,for'each area of the roof,then the tile attachment method is acceptab e. • .• • • ••0••• . y .. ...... • I �= 12.31 -M 762 =Mr1: 14.69... < �31.3 �.•••. .••.. P 1: 39.1 x L315 I Md:M........ - - Q P 2: 68.1 x X 1.315_ = 21_45 -Mg- 7.62 =Mr2: :13,83 31.3 NQAMf• ••••• go** • = 131.72 Mg; 7.62 =Mr3: ?_4.10 131.3 SOA Mfg �. ....:. P3: 100.7 x7,,.315 - - � � ....•. Method 3 "Uplift Based Tile Calculations Per RAS '127" .00'•.•• • For Uplift based tile systems use Method 3.Compare the values for F'with the values for Fr.If the F'values are greater than"or equal to the Fr values,for each area of the roof,then the the attachment method is acceptable. i P1: xl:�-� x'w: i =� -W;�= xCos B:�=Fr1:�< NOA F' - - _ s .. -. NCA F , P2: x`I:�=�xw;�= -W: .. . . = xcos6: Fr2: P3: xl: =• xw'==LrJJ-W: = xcos6: =Fr3:�< NOAF' r Where to Obtain Information to complete.tile calculations Where to Find - r Description Symbol ) Table 1 RAS 127,or by..an�engineer analysis prepared,signed and sealed by a professional Design Pressure P1 or P2 or P3 engineer based on ASCE7' _ Mean Roof Height H - Job Site - Roof Slope 9 Job Site j Product Approval(NOA) Aerodynamic Multiplier — -- Product Approval(NCA) Restoring Moment due to Gravity Mg Attachment Resistance Mf —Product Approval(NOA) j Calculated I Required Moment Resistance Mr Minimum Attachment Resistance F' 4 - Product Approval(NOA) Calculated —I �I Required Uplift Resistance - Fr __ `— ---- --- 1 Average Tile Weight `W - Product Approval(NCA) - 8 � i I I-length Product Approval(NOA) ' Tile Dimensions w=width --—! t r t -f h '-- MIAIVII-pADE COUNTY I'.'-�Jty^r� ,::., P,ROD"+JCTCONTROL'SECTION EEO"^'y=` 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DMSWN. T(786)315-2590 F(786)315-2599, www miamidade pQy/�r�nomv NOTICE OF AC C]EPTAN CZ NOA) Boral Roofing,LLC 0 ` 0000.. . .. 0000.. 7575 Irvine Center Drive,Suite 100 Irvine, CA 92615 •••• • 00.00.. 0 0 00.06 SCOPE: ..:'.... 0000.. ` This NOA is being issued under the applicable rules and regulations governing the use of construo�ion mateW.. the documentation submitted has been reviewed and accepted by Miami-Dade County RER-Proc4tt VTtrol Sectio.to be �0 { 0000.. used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(API 0 • see 0000.. This NOA shall not be valid after the expiration date stated below.The Miami=Dade County Proauct•Contro?Sefton • ight to have"is (in Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reseryfails e the in the accepted product or material tested for qualityassurance purposes.If this a f such testing and the AHJ may immediately revoke,modify,or manner,the manufacturer will incur the expense o 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 thisproduct or material fails to meet the requirements of the applicable building code. I 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. ]YESCRIPTION: Saxony 900 Concrete Roof Tile a LABELING: Each unit shall bear a 1.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 as an endorsement of any product, - materials,use,and/or manufacture of the product or process.Misuse of this NO 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. and followed by the ADVERTiISEMENT:The NOA number preceded by the words Miami-Dade County,Florida, expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done - in its entirety. shall be'provided to the user by the manufacturer or its distributors and INSPECTION: A copy of this entire NOA shall be available for inspection at thdJ,9b1 site at the request of the Building Official, This NOA renews NOA No.13-0723:05 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. NOA No.:16-0711.05 ►•-�-t« y i Expiration Date: 04/26/22 MIAMI•DADCCOUNCY T71 7 Date: V7��11//�� /� "�' .. :':ie. ► .ry _. 0.i V �. Approval /29/10' i Page 1 of€3 F 1 N. . 0O)+)1N.c.ASSEMBLY APPROVAL r Category: Roofing Sub-Category: Roofing Tiles Material: Concrete Deck TvUe' Wood •••• 1. SCOPE ...... •. This NOA approves'a system using Saxony 900 (Slate, Shake & Split Shake) C'ett�re+re Roof $ile, as manufactured Boral Rooting LLC in Lake Wales, FL and described this Notice of Act*ePrA-;ce. Fe>:lo,cations , where the pressure requirements, as determined by applicable Building Code, do not ex0 ed the design pressure .. values obtained by calculations in compliance with RAS 127 using the values listed ii tai; 6stallatibn.sgction ..... herein. The attachment calculations shall be done as a moment based system. •. ...... ...... 2. PRODUCT DESCRIPTION • .. . .. . ...... Test Product Manufactured by •• • Applicant Dimensions Specifications ll)esc'r_iption = Flat profile,interlocking,high-pressure Saxony 900-Slate Length 17" TAS 112 extruded Width= 13" concrete roof tile with two nail holes. For direct deck, batten,mortar set or adhesive set applications. thickness=.1-5/32" Length= 17" TAS 112 Flat profile,interlocking,high-pressure extruded Split Shake Width= 13" Saxony g concrete roof tile with two nail holes. For direct deck, thickness= 1-9/32" batten,mortar set or adhesive set applications. Top surface produced with 4 different configurations: 1. Complete tile brushed 2. Right half brushed(shown in drawing) 3. Left half brushed 4. No brush Saxony 900-Shake Length=17" TAS 112 Flat profile,interlocking,high-pressure extruded r Width=13" concrete roof tile with two nail holes. For direct deck, thickness= 1-9/32" batten,mortar set or adhesive set applications. Trim Pieces Length:varies TAS-112 Accessory trim,boosted Barcelona, concrete roof E Width:varies pieces for use at hips,ridges and rakes. varying thickness t NOA No.: 16-0711..05 C ,F��t. Jxpirzdon a gate: 0�?/26/22 DADE COUNTY o e Approval Daae: 09/29/16 Page 2 cs 8 a f . f 2.1 N NUFACTURING IL®CATION 2.1.1 Lake Wales,FL 2,2 EVIDENCE SUBMITTED: Test Flame/12eport •••••• Test Agency Test Identifier .. .. • • 94-084 Static Uplift Testing •••;•.Mays 994•• •. The Center for Applied ""•• TAS 101 (Mortar Set) Engineering,Inc. p •••• arc1319SE1 The Center for Applied ;••••• 94-060A Static Uplift Testing .M 1..9•• TAS 101 (Adhesive Set) ••••• Engineering,Inc. '••••• The Center for Applied 25-7183-6 Static Uplift Testing TAS 102 ••••• Feb-61-99.5 ; ••••• .. .. ...... Inc. (2 Quik-Drive Screws,Direct Deck. Engineering, .. •. 25-7183-5 p g Feb 1915 The Center for Applied Static Uplift Testing TAS 102 • Engineering,Inc. (2 Quik-Drive Screws,Battens) ; �•• • Static Uplift Testing TAS 102 •• •Marcli 1995 ;••••; The Center for Applied 25-7214-1 P • Engineering,Inc. s (1 Quik Drive Screw,Direct Deck) 0000 ' The Center for Applied 25-7214-5 Static Uplift Testing TAS 102 March, 1995 (1 Quik-Drive Screw,Battens) Engineering,Inc. � Wind Driven Rain Oct!1994 The Center for Applied Project No.307025 TAS 100 r Engineering,Inc. Test#MDC-77 Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 � 108 Appendix II&III TAS (Nail-On) Aug. 994 Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing g• TAS 108 (Nail-On) P0631-01 Wind Tunnel Testing July 1994 Redland Technologies TAS 108 (Mortar Set),. Redland Technologies P0402 • Withdrawal Resistance Testing of Sept. 1993 screw vs.smooth shank nails 894 Physical Properties Aug. 1994 R1.894/R2.894/R3. Atlanta Testing& TAS 112 Engineering,Inc. 520109-1 Dec. 1998 Static Uplift Testing Celotex Corporation TAS-101 f Testing Service 520111-4 March 1999 Celotex Corporation 520191-1 Static Uplift Testing Testing Service TAS 101 f r 25-7094 -February 1996 Walker Engineering,Inc. Evaluation Calculations 25-7496 !April 1996 Walker Engineering,Inc. Evaluation Calculations Walker Engineering,Inc. Evaluation Calculations 25-7584/25-7804b-8/25-7804-4&5 December 1996 25-7848-6 , 95 19 March Walker Engineering;Inc. Evaluation Calculations 25-7183 09ch l Y Walker Engineering,Inc. Evaluation Calculations Aer6dynamic Multipliers April 1999 Walker Engineering,Inc. /16 Calculations Two Patty Adhesive Set System Walker Engineering,Inc. Evaluation Calculations Restoring Moments Due to Gravity 06/ 09/ 16 1/16 American Test Lab of RT0617.04-16 TAS 112 ' South Florida NOA No.: 16-07!1.05 iAt�l•oa®UNV Expiration date: 09/29/16 , Approval Date: ©9129/16 Page 3 of 8 c r i ' s � 1 P 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 toperform quarteilystest .. . .. in accordance with TAS 112, appendix `A'. Such testing shall be submitted to tke.BuildiV;9 a ...... • ! 0000*0 Compliance Office for review. lica#io:4 Standards listed •••••• 3.4 Minimum underlayments shall be in compliance with the applicable Roofing App **60 ••• •• •••• section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may installed perpendicular to the 6660..ope unjASSt0 otherwise by the underlayment material manufacturers published literature. , •••1•. 3.� This acceptance is for wood deck applications. Minimum deck requirements shall p�:n:ompliartceow ... the applicable Building Code. •••••• i 4. INSTALLATION 4.1 Saxony 900(Slate, Shake&Split Shake) Concrete Roof T1 118 RAS 119,and components ad AS 120sha11 be installed in strict i compliance with Roofing Application Standard RA 4.2 Data For Attachment Calculations Table 1: Average Weight (W.) and Dimensions (I u W) Tile Profile Weight-W (lbf) Length-1 (ft) Width-w (ft) 1.417 1.08 Saxony 900 10.9 Slate, Shake &Split Shake j Table 2: Aerodynamic Multipliers -X(ft') (ft3) (ft3). t Tile Direct Deck Application Profile Batten Application 0.291 0.315 Saxony 900 Slate, Shake &Split Shake Table 3: Restoring Moments due to Gravity- Ms (ft-lbf) 4":12°' 5":12" 6 oa:12 o, 7„:12,• or Tile 2":12°' 3":12" greater ProfileDirect 0 Direct Deck Direct Deck Battens Direct Battens Deck irect Battens Deck Battens peck Saxony 90 Deck Slate' Shalee & 7.70 7.62 6.61 7.50 6.48 7.34 6.31 7.16 6.13 6.95 Split Shake e NOA No.: 16-0711-05. Expiration Date:, 04/26/22 =,' -DADtouNTY Approval Date: 09/29/16 , - t Page 4 of 8 { , 3 6- Table�: Attachment Resistance Expressed as a Moment- Mf(RAW) for Mechanically Fastened Systems Fastener Type Direct Deck . Direct Deck Battens Tile (min 15132" (min. 19132" Profile plywood) plywood) '4000 38'10 •'1T L 0000.. 2-10d Rin Shank Nails 30.9 �. 4 9 • Saxony 900 7.3 9.8•• •• Split 1-10d Smooth or Screw Shank Nail• 18.$0: Tt ••••.. Slate,Shake i�z Sp' 14.0 18 2 Shake 2-10d Smooth or Screw Shank Nails 30.8 30.8... •...: 1 .#8 Screw 51.7 51.x...' • 2 .#8 Screws 24 8� • 24. • 0000. 1-10d Smooth or Screw Shank Nail (Field 24.3 •• j Clip) 1:4:• 252. 0000.. 19.0 � •. 1-10d Smooth or Screw Shank Nail (Eave • Cli . ...546 0000. 35.5 X5.5••0 • 2-10d Smooth or Screw Shank Nails(Field 00 0 00000 Clip) 31.9 31.9 000UO2 0 t 2-10d Smooth or Screw Shank Nails(Eave Cli Table 5: Attachment Resistance Expressed as a Moment Mf(ft-Ibf) for Two Paddy Adhesive Set Systems Minimum Attachment ' Tile Tile Application Resistance ProfileAdhesive' - 31.3 2&3; Saxony 900 Slate, Shake &Split Shake 4 1 See foamadhesive manufacturer's component approval for installation requirements. 13 9 grams. 2 The Dow Chemical Company TileBond'.one-component foam minimum weight per paddy 3. ICP Adhesives Polyset®AH-160 two-component foam,minimum weight per paddy 8 grams. Table 6: Attachment Resistance Expressed as a Moment -Mf(ft-Ibf) for Single Paddy Adhesive Set Systems Minimum Attachment Tile Tile Application Resistance Profile 118.94 Saxony 900 Slate, Shake & Split Shake ICP Adhesives Polyset®AH-160 m 40.45 Two-coonent foam 3 Large paddy placement of 45 grams of Polyset(D AH-160. 4 Medium paddy placement of 24 grams of Polyset®AH-160. ft-Ibf' I Table 7: Attachment Resistance Expressed as a Moment =Mf( ) for Mortar Set Sys' ms Tile Minimum �;'rcachrrnent Tile application Resistances Profile 43.96 Saxony 90 Slate, Shake &Split Shake Mortar Sets 5 Tile-Tite Roof Tile Mortar NC7a No.: 16-0711.05 <�,, Expiratior,Date: 04/26/22 MIAMI BADE COUPITY Approval date: 0 /29/16 ...,a . Page 5 of 8 I r ti � t 7 r a �. LAB LnNG 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed a "Miami-Dade County Product Control Approved". below,or following statement: sees • • is*** 00000.. .0 . :0' e 0 I- M sees•• � e•' • ' ••099• � • •e..•. 90.00• • • • • • • • • ••9e9 • f LABELIFOR BORAL SAXONY 900 TILES(LAKE WALES IE C.���NT� e LOCATED UNDERNEATH TILE � �..... 60 BUILDING]PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. n ' ]PROFILE DRAWINGS f F �s NAIL HOLES • i 1-5/32"(Slate) COVERLOCK 17 13 UNDERLOCK SAXONY 900-SLATE { NOA No.: 16-0711.05 la,%piratimi Date: 04/26/22 MIAMI•DADS COUNT!- Approval Date: 09/29/16 a 1 Page 6 of 8 : i a I r DRAi GS f V ' NAIL HOLES +�. '�` `moi ~`•\. '►AC.,. �.\ �\-, .:<'-^^- • • •• �• • • g,�,•� `-, \.�`�`� -"r`` \ - : ,. `,��1�)?'3?i(Shaka).... s' 4 17 -F-r.. K " ttl�3M♦ C f. 1311 i Note: Available Top Surface Finishes 5. Complete tile brushed 6. Right half'brushed (shown:in,drawing) 7. Left half brushed S• No brush SAXONY goo-SrLIT SHAKE F r 6 F t NOA No.: 16-0711.05 _,. E,'KPj azao bate: 04/25/22 j/' ._ Approval Dare: 09/29/16 MIAMI•DADECOUNrY Page 7 o'8 .,;YiY %• 'sm, * { I ' t Y { 1 FROME DRAWINGS TGS ,�77 pp tiLL+HOLES :v'ti4�-�.� �� :..` •• • •• • •• IMM" N •••• 9 •••�• •-mow�.�` ,� ` ti .�.., � �''ti � � � -000 • (Shake) '`."•„kt} `.. -�.. ��`;,`;t. ��..:,1—'Sys f.fr) 17 13 Saxony 900-SHAKE 7 END OF TMS ACCEPTANCE t , t t t { f d 1 " a t NOA No.: 16 Mr- w� Expira+lonHate: 0:120122 MIAMI• COUf Ty approval Hate: 09/29/16 ,�, Page 8 d18 t 1 Ir MIAMI-DAr E COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami;Florida 33175-2474 1 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 www miamidnde.go ttei+omy NOTICE OF ACCEPTANCE OA) � ••.••• • 0000•• • • • • i � •• 0000•• Boral hoofing LLC- •••••• • 75 7J Irvine Center Drive,Suite 100 •••• • •••••• •0000• :000.0 0 • Irvine,CA 92615 !D**** SCOPE: ...... This NOA is being issued under the applicable rules and regulations Co my RER f Prod�cIUo�¢roltSectson toebe • documentation submitted has been reviewed and accepted by •••,:• • • • • used in Miami Dade County and other areas where allowed by the Authority Having Jurisdictigh OA shall riot be valid after the expiration date stated below.The Miami-Dade County Project tontrc l" ct on ••• This N County)reserve the right to have tHiS (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade Coun ) fails to perform in he product or material tested for quality assurance purposes.If this product or and the AHJ mayilmmediatelyrevoke,tmodify, or accepted manner,the manufacturer will incur the expense of such testing, in their es the suspend the use,of such product or material with or mater rial fails to,meet thht to revoke ts e tance, if it is determined by Miami-Dade County Product Control Section that this product requirements of the applicable building code. and has been designed to Codemply with the Florida Building Code This product is approved as described herein; including the High Velocity Hurricane Zone of the Florida Building DESCRIPTION: BORAL TileSeal logo,is name or LABELING: Each unit shall bear a permanent label with the man Sfacturwise noted herncity,state and following , statement: "Miami-Dade County Product Control Approved",unles RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change RENS I in the applicable building code negatively affecting the performance of this pro ision or.change in the TERMINATION of this NOA will occur after the expiration iate or if there has been a rev suse of this NOA as an endorsement of any product, i materials,use,and/or manufacture of the product or process. ' of NOA. nate this NOA.Failure to comply with any section for sales,advertising or any other purposes shall automatically of this NOA shall be cause for termination and removal ADVERTISEMENT: an The NOA number preceded by the words Miami-Dade oof the N to d, p folio hen by the expiration date may be displayed in advertising literature. Iwed f any portion it shall be done in its entirety. } ed to the user by the manufacturer or its distributors and INSPECTI®N: A copy of this entire NOA shall be provid shall be available for inspection at the job site at the request of the Building Official. This renewes NOA#13-1113.05 and consists of pages 1 through 4. The submitted documentation was reviewed by Freddy Semino t � - NOA No.: 17-0530.1 e xpiration Date: 07/31/18 GMIRRMf�NDADE��QUINTY , r ApprovalDcte: 07/27/17 Page I of ca 6 • 1 u ' n •1 I ROOFING(COMPONENT APPROVAL � Catmory: Roofing Sub-Cate? Underlayment .... MateriaSBS .... ..,... l• .. �• FRODUCTS DESCRIPTION. ••••,• ProdVef • Test •••••• Descr •••••• • Product Dimensions Specification ••••• TAS 103 SBS self-adhering asphaltS:CCtpaterial wit1la •• •. BORAL TileSeal 36"x36'rolls • 36"x 72'rolls ASTM D 1970 forluste�as an unde�laymp t*008it ped roofg� ric; •� • • ...... assemblies. '000•• • • • • • MANUFACTURING LOCATION: 1. Brentwood,NH ` t , EVIDENCE SUBMITTED: Test Name/Report Date Test Agency Test Identifier 03/28/02 R14610 Follow up Service Underwriters Laboratories;Inc. TAS,103 02/28/02 IRT-Arcon,Inc. 02=012 TAS 103 04/01/0.2 PRI Asphalt Technologies,Inc. NEI-006-02-01 67/30/02 NEI-008-02-01 TAS 114(H) PRI Asphalt Technologies,Inc. 08/08/07 NEI-045-02-01 ASTM D 4798 &ASTM G 155 OS/01/08 NEI PRI Construction Materials -053-02-01 ASTM D 4798 &ASTM G 155 ° Technologies,LLC. TAS 103/ASTM D4798 02/14/11 NEI-076-02-01 ASTM D 1970 01/29/13 NEI-034-02-02 i i 1 r r N1 0A No:: 17-0530J0 0 Expiration 3D,te: 07/31/18 MIAMI•DADE UNTv Approval Date: 07/27/17 -° Page 2 of 4 i APIPROVED ASSEMBLIES* Deck Type 1: Wood,non-insulated •••• "/32" or greater plywood or wood plank . . .... ...... 13ecflc 1➢escraptiox�: ...... . .. ...... Anchor sheet mechanically fastened deck,membrane adhered. ••• •• • System E(1): with a a a •••••• � head lap• N� Sheet: One or more plies of AS D 226 Type hpprov d nal and tin caps 6-V.C.at the Daps acid .. • Base S ...... 00000 6"end lap mechanically fastened to the field of the roll. •• •• •• •• 0.00•• two staggered rows 12" O.C. • lies of BORAL TileSeal Underlayment with a minimum 00 3"head lip and minimum Membrane: One or more p -the rnembrarrta'• ..•••. 6"end lap.Place the first course of membrane parallel to the eave rolling-the iq f maximum contact. Remove the release inembran nt is ac eptablen All end llaps'a d alis s the me"Ib obtain m TileSeal Underlayme strapping of the roof with BORAL without black selvage area shall be sealed under lap using an SBS modified mastic. nailed to ent l back l�lote When used in Tile roof systems BOR ALT tie s at aileSal erlaym rlaximu n 6'�lo beat the side laps. deck with approved annular ring shank nails an n p No nails or tin caps shall be exposed. r Surfacing: Approved for Approved Adhesive Set�Roof Tile Systems,Mechanically Fastened Roof Tile, Metal.Roofmg,Wood Shake&Shingles;and Asphaltic Shingle assemblies. 1 NDA N o.: 17-0530.10 ,xpiration Date: 07/31/18 —at Approval o ate: o7/27/17 ' (�IA )ADECONn' Page 3 of 4 1 1. Fire classification is not part of this acceptance. be with compliance h ance is for prepared roofing applications. Minimum deck requirements shall be in compliance with 2. This accept •••• •••••• applicable building code. BORAL TileSeal underlayment shall be installed in strict comgl•• �• •• • Building Code. •tl'aia'0� . ....:o xistin roof membrane as a recover, but relay be • 3. BORAL TileSeal underlayment shall be applied to a smooth,clean and dry surface with deck�'t�e a rrre�. •••••• .090 ...... 4. BORAL TileSeal underlayment shall not be appliedover an •••• ••••• applied over a roofing Base/Anchor sheet underlayment. da of • .yS .. .. .. .. ...... 5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for loagat•ll�an • ...:.. application. re ter thag 6+>.a': ••"'• r The standard aime maximum roof pitch for BOR AL TileSeal undens a Beret shall red on roof oof p c hal g� loaded ec y • 6. Th ...... to the BORAL TileSeal underlayment;loading boards or batt 7. Refer.to Prepared Roofing system Product Control Notice of Acceptance for listed approve}of�this p rochlct with • specific prepared roofing products. t 8. Tiles shall be stored on battens on roof pitches greater than 6:12". 9. BORAL TileSeal underlayment may be used with any approved roof covering Notice of Acceptance,listing Lee. If ice of ceptar BORAL Tr leSeal underlayment as a component part of an assembly uohe NHaving Jurisdiction c (AHJ)BORAL h TileSeal underlayment is not listed, a request may be made nt for ppr vale provided that appropriate documentation is Miami-Dade County Prod lit of the produControl cts,wind uplift resistance,and fire testing results. provided to detail compatibility y g panels. Sweep } 10. All nails in the deck shall be carefully clhecked for pion a gl application.s. Re-fasten an loose decking the deck thoroughly-to remove any dust and debris pr pP high point,rolling th6 membrane r1 in the membrane in the valley,; rk to start at the`low point and e ter the membranenand roll fro n the enter 11. When applying from the center outward in both-directions. For ridge applications, outward in both directions. special,attention to 12. Roll or broom the entire membrane surface so as to have 100%contact with the surface, giving b overlap areas. vent i es, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control 13. Flash p p r Notice of Acceptance and applicable Building Code. or drains shall be initially taped with a 6"piece of underlayment. This target piece shall be pressed 14. All protnisions TileSeal underlayment in place and formed around the protrusion toensure using ant SBS modified mastic. BORAL and ' shall be applied over the underlayment,ands j 15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code r 1 Rule 61G20-3 of the Florida Administrative Code. marking of the manufacturer's name or log6,city 16. All membranes or packaging shall bear the imprint or identifiable Miami- Approved and state membranes es or packang facility, and the following statebelow,Miami-Dade County Product Control App a or the Miami-Dade County Product Control Seal ass own ' MIANiI•DADECOUNTY t END OF TATS ACCEPTANCE NON 1"TO.: 17-0530.10 xpisa#ioi�a#e: 07/31/18 P ,. "^r MIAPg1•DAD€COUNTY AnprflVal j�4#2: ®7/27/17 9 .��. Nage 4 of 4. } { MIANII-RADE COUNTY PRODUCT CONTROL'SECTION 11805 SW 26 Street,Room 208 Miami,Florida 33175-2474 AND ECONOMIC RESOURCES(RER) T(786)315-2590 F(786)315-2599 DEPARTMENT OF REGULATORY BOARD AND CODE ADMINISTRATION DIVISION rvrvw.miamidadc.Qovlecononry NOTICE OF ACCEPTANCE (NOA) • . . .... ...... ICP Adhesives and Sealants,Inc. 12505 PAW 4011 Street Coral Springs,FL.33065 •••••• SCOPE: of erning the use This NOA is being issued under the applicable rules and regulatasIgade Co mty RER producf C'Sh�o Sect on-te be ....;. documentation submitted has been reviewed and accepted by Ml _ •, ••••;. used in Miami Dade County and other areas where allowed by the Authority anuvDade County Pro ContYo�l Section ...... This NOA shall not be valid after the expiration date stated below. The M1 h• lsNmduct iami Dade County)and/or the AHJ(in areas other than Miami Dadea failOuns to perform in h)reserve the e acoc pt d m tiW,the • (�M } or material tested for quality assurance purposes.If this product or m iately m anufact firer will incur the expense of such testing and the AH�e erves therightght -tov evoke this acceptance, ifitis'5 of such product or material Within their jurisdiction. RER determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements de , of the applicable building code. rein, and has been designed to comply with the Florida Building Code This product is approved as described he including the High Velocity Hurricane Zone of the Florida Building DESCRIPTION:ICP Adhesives Polyset®AH-160 nit shall bear a permanent label with the manufacturer's name or logo, city, state and following LABELING: Each u 't statement: "Miami-Dade County Product Control Approved unless otherwise noted herein. has been no change RENEWAL of this NOA shall be considered after ealication of thisas been product. filed and there in the applicable building code negatively affecting the performance , the TERMINATION of this NOA will occur after the expiration date fthis NOA as ane endorsement of any producif there has been a revision or change t,for `I�ER1vI . materials,use,and/or of the product or procesNOA. Failure or ms.Misuse o ertisin or any other purposes shall automatically tenninate this to comply with any section of sales, adv g this NOA shall be cause for termination and removal of NOA. TISEMEt�T: The followed by the NOA number preceded by the words MDad Coons d splayed,then it shall be done AD'VER expiration date may be displayed in advertising literature. If any portion I in its entirety. ' ^ 01�1:�A copy of this entire NOA shall be provided to the user Offic almanufacttirer or its distributors and I NSPEC 1I shall be available for inspection at the job site at the request of the Building This NOA renews NOA 16-0315.01 and consists of pages 1 through 11- , The submitted documentation was reviewed by Alex Tigera. _• ,;°,'�,c'-'r t-'; 1?aA X10.:17-922.03 .pkpi;at10z Daie: 05/14/22 M1AM1•6A6 COUNTY Approval Dale: 0�/27/17 •0 1 s _A Page 1 fl>11 F. i { r ti 4 i u�f�yO,ixT°�1G�:Ol�fi'e�IelENii. APPROVAL* category: Roofing Roof the adhesive , Sub Category: polyurethane f•••• Materials: 0000 00:00. ••�• • as d©scrib'ed '. SCOPE: a licab�le •• • roves ICP Adhesives Polyset®AH-160 as manufactured ICP Adl►esives and Seteria p�• • This app pressure requirements,as deteniaie2lhY pP :0000: in this Notice of, cceptance.For the locations where the design p not exceed the design pressure values obtained by calculatrofileroof tile systerrrswu�ng I1 CP 0•'••• 00:09* building code,do "and high p 0000.. . . :0000 S 127. For use with approved flat, ow, • ' Application Standard RA .. .. .. .. 0000.0 i Adhesives Polyset®AH-160. •••••• • . . . 0 000000 000000 PRODUCTS T�.NUFACTURED BY APPILICAN � Product%ISCAtion • • 0000.. Test •• • '•• • Dim • • • • • Produei �peC1�lCatlmns 4 'tw TAS 101 o component polyurethane foam adhesive JCP adhesives N/A polyseeAH-160 N/A Dispensing Equipment ICP adhesives Foam Dispenser RTF1000 N/A Dispensing Equipment ICP Adhesives ProPaC10 30 x;100 t avin PRODUCTS MANUFACTURED BY OTHERS: ent NOA which list attachment t Any Miami-Dade County Product Control Accepted Roof Tile Assembly hadh g a cu resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile N ANUFACTURING LOCATION' 1 Tomball,TX. ]PHYSICAL]PROPERTIES o oTeResents Prper —St ASTM D 1622 1.61bs./fl.' Density ASTM D 1621 18 PSI Parallel to rise Compressive Strength 12 PSI Perpendicular to rise j ASTM D 1623 28 PSI Parallel to rise Tensile Strength ASTM D 2127 0.08 Lbs./Fe Water Absorption ASTM E 96 3.1 Perm/Inch 40°F ,2 weeks Moisture Vapor Transmission ASTM D 2126 +0.07%Volume Change @- 100%Humidity,2 Dimensional Stability +6.0%Volume Change @158°F., weeks s ASTM D 2856 86% Closed Cell Content ,cal average values as determ'nec hY f Note: The physical pE ope tt � o ds a are subject 1'o i pr_r1ial Qanua ?cturiiig vas ia�icn. 1�IOA No.:. 17-0322.03 accepted ASTM test Kpiration Dae: {�5/10/22 Approval Date:D4/27/17 W41 =C�OUMTYPge2osll k { { { ti WIVIDBNCr-J SUBMITTED. Test Name/Deport Date 'Fest AgenC_ Test Identifier TAS 101#94-060 04/08/94 12/16/96- Center for Applied Engineering 257818-1PA TAS 101 F 25-7438-3 'SSTD 11-93 10/2593 • • • . 25-7438-4 25-7438-7 SSTD 11-93 ...�.�11/O209S:0• �•���� SSTD 11-93 ......12/12/95 25-7492 • ...... ASTM D 1623 6••••*02/O>' 4"' ..... • NB-589-631 C Miles Laboratories ""'' ' ' Polymers Division •' `0 0• 04/30/93• • ASTM E 108 • 9637-92 ****go Ramtech Laboratories,Inc. •�• 11/18/94 :••••: 01-6743-011 ASTM E 108 •• ' pl/16%��•,• Southwest Research Institute 01-6739-062b[l] ASTM E 84 , k ` TAS 114 03/14/96 7050.02.96-1 04/18/12 Trinity Engineering P36700.04.12 ASTM D 1623 TAS 101 02/21/12 a P39740.02.12 TAS 123 528454-2-1 TAS 101 10/23/98 ' Celotex Corp.Testing Services 528454-9-1 528454-10-1 TAS 101 12/28/98 520109-1 '520109-2 520109-3 ' 520109-6 520109-7 TAS 101 03/02/99 520191-1 520109-2-1 d ILIMgTATIGNS ceptance.Refer to the Prepared Roof Tile'Assembly for fire rating. 1. Fire classification is not pact of this•ac ' 2. ICP Adhesives Polyset®AH-160 shall solely be used with flat,low, &high the profiles. AS 120 3. Minimum underlayment shall be in compliance with the RoofinA heli ation PoysR Standard0 roof the adhesive 4. Roof Tile manufactures acquiring acceptance for the use of ICP with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. M 4 1 NOA A1o.:,17-0322.03 �...«.w nN xpiradonDate: 05/10/22 MIAh•OAD9' App-rovnl Date:04/27/17 e' Page 3 of 11 1 INSTALLATION: 1. ICP Adhesives Polyset®AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset®AH-160. 2. ICP Adhesives Polyset®AH-160 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 tj1VLM of ICP Adhesives Polyset®AH-160 shall provide sufficient attachment resistance to meet or ixcae$.the resii'ahbe value•••;• ' determined in compliance with Miami-Dade County Roofing Application Standards I y�1��1. Tha adh sive ••• attachment data is noted in the roof tile assembly NOA. •••••• • 3. ICP Adhesives Polyset®AH-160 and its components shall be installed in accordance 0&eRQofing:�Igli cation • • Standard RAS 120, and ICP Adhesives and Sealants,Inc.'s Operating Instruction andMlenance•Bookle t. • Installation must'be by a Factory Trained'Qualified Applicator'approved and licensedbyWp Adht:i%and ...... Sealants,Inc. ICP Adhesives and Sealants,Inc. shall supply a list of approved applicafem e$he authority having . jurisdiction. •'•••• 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is?gaitirgd beforgapplicatio�.... of any adhesive. The mix ratio between the"A"component and the "B"component shall be maint,&"Iyetween 1.0-1.15(A): 1.0(B). 6. ICP Adhesives Polyset®AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or'ICP Adhesives ProPack®30 & 100 dispensing equipment only. �. 7. ICP Adhesives Polyset'AH-160 shall not be exposed pennanently to sunlight. S. Tiles must be adhered in freshly applied adhesive.Tile must be set within 1 to 2 minutes after ICP Adhesives Polyset®AH-160 has been dispensed. 9. ICP Adhesives Polyset'AH7160 placement and minimum patty weight shall be in accordance with the 'Placement Details'herein. Each generic tile profile requires the specific placement noted herein. } 1 G =E -14TY iz10A No.: 17-0322.03 Mi MI•DA05/1 /22 Approval Date: fly!/27/17 } Page A•of 11 i 1 'fable 1: Adhesive Placemennt F©'r Each GenericTile Profile Minimum Paddy Contact Minimum Paddy Grrye_d Tile Profile Placement Detail' Area Weight 17-23 sq.inches •'•• . •••••• Eave Course-Flat,Lour,High All Eave Course , .. Profiles 000:00 • Flat,Low,High Profiles #1 47-23 sq.inches45-Cf •••• ....;. 10-12 sq. inches •... 30 .••••; Flat Profile #2 34•••• • #2 12-14 sq. inches ••••• Low Profile30 • 17-19 sq. inches •• •• ••• ; High Profile �' ams er add •• #3 Two Paddys: 8-9 sq.inches at ; P p� y • Flat,Low,High Profiles •••... •'•••• head of the 9-11 sq.inches at ; ••• • overlap •• 1 .0 •••••� Two Piece 2 Beads(1 each longitudinal 17 grams per bead Two-Piece Barrel(Cap Tile) edge)20-25 sq.inches each bead Two Piece 65-70 sq.inches 34 grams under pan Two Piece Barrel(Pan Tile) { LABELING: he All approved products listed herein shall be labeled and shall the imprint or identifiable Product Conol marking d ,tor the Miami- manufacturer's-name or logo and following statement: "Miami-Dade County Dade County Product Control Seal as shown below. { MEpL91D.ADECOUNTY., I 1 BUILDING PERMIT REQIIIIt MENTSa As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. � F NDA No.:17-0322.33 �. 1±:.t�irat,on'3aie: 05/ID/22 MIA!11 DAD@ CouNTY f Approval Abate: 04/27/1.7 Page 5 of-1! - � 1 i --------- —li Flat/Low Profle Tule t r�uatr iil�stic:sat.:nt r'u-ldy ILL Starting at the cave course,apply a minimum 2" i1'r.:li?rliymene .1''.l. ': (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam m�nt poi itioned,2[y+ own, paddy onto the underlay .•'y- `.' der the strengthening rill gLoult to the aberlock ...... un • of the tile being set. ••.... •. "l(j:, •., '��.. •. •• sees•• 8+?111:=� _ sees • LW,-.m 2. Continue in same manner,hmve appro,o cimately 17 ;,. • EavrCnur .. (109.7 cm2)-23 (148.4 cnf'-3square Aliafl4sive 7 :mel- r• _ •• sees• contact with the underside o�t1iQ tile. • • ..... ,-' - - •4 _ �•�•�_' ••es •• sees•• • Ed; Cloture—_�.~ - ;."r f.r• •- • • • • -- - - -- Tedium Profile/ Double Pan Tile -- r mail tlrr.vnh Pia fe—mord 1whenrenrired) 1. Starting at the cave course,apply a minimum 2" ' —.:�.,,-,. -= ► (50.8 mm)x 10"(254 mm)x 1"(25.4 Mm)foam r` paddyontothe underlaylnent positioned as shown under the pan portion of the tile closest to the overlook of the the being set. •, m vls�. � ;� - '��:~-•,�� 2. Continue in same manner.Insure approximately 17 otm r,.nr;►�mnl = ._ rr,�•.`_l (109.7 cm2)-23 (148.4 cm2)square inch adhesive yk r' ' ;• '=--•;� ---`--.,._ ;c%-vr- t` contact with the underside of the tile. '�<��:4;:.•,'•` 101 -`-_ +„z�_ ��:•'•.,.r`' . .. ,fi {�i• ".:�••"����-•��'-_-`,.__ ..__moi;.af~' ^4C'�1:7511PC High Profile/Single Pan Tile �P f. ti. �azldp'l�+h^.,.I.TiieQ i 1. Starting at the cave course,apply a minimum 2" UPJ^rli'�rvt - 'jot`_ =��,• ;- (50.8 mm)x 10" (254 mm)x 1"(25.4 mm)foam I `y —Y . � � --=->• •. ••, _--+ ;�?--°�, paddy onto the underlayment positioned ass own {:{'=' ti::.: , under the pan portion of the the closest to the �;,•, � ,,_ "`•-,_._ overlook of the the being set. 2. Continue in same manner.Insure approximately,l7 (109.7 cm2)-23 (148.4 cm2)square inch adhesive contact with the underside of the tile: �.•-.rjfi�pCJ4:C:flrsri�- '•'...._h `��7{>�r Y,•�M�l'r.'-rJt{� , IIf mss`�,�-� �J GST•`S14517fi �'71r'`'�, ',iti+in. �..;'� "?! ••UPIp L'dQL NOA No.:17-0322.93 Js iration T a'�s: 05/10/22 Mlar�t•flanecoUlvrr Approval;Date:04/27/17 Page 6 of 11 I s : j i L � I > r A_DHM,i sIv>✓Tl L CEMERNT DETA-IL#� t='�It;�iMifjh fn<_*.1c tr•myn!' F:':��;;I•sr,nncaCvT,,�;1 Fl,,)O,,o vProfile _-[le :1F"Ti required), U;::�i rSO;ilil3ft; 1. Starting at the eave course,apply a minimum 2"(50.8 I '> mm)x 10" (254 mm)x 1"(25.4 mm) foam paddy onto the underlayment position ed as showrrnnderxhe i td -j ...... strengthening rib of the tile cloa%T the o rho;�c of • ' ="__'`, the the being set.Insure apprOkir�ataly 17�1(19,7tm) ....:. °5•. -23 (148.4 cm2) square inch MICATe contact With the eaetaas a,t:�n3i •rr' - - - - •••• � •••.�• r underside of the tile. ; 2. At the second course,apply a primmum 2,f SQ.8jnm •....• t� mm) �Wm padd litb the •..... F� F�� � x 7"(177.8 x 1 (25.4 �o• " underlayment positioned as k1oft:inder the • strengthening rib closest tothe overlock c�`•t�iAie • -,. �;-;-' being set. •• .. ...... 3: Continue in same manner.Insure approximately 10" + (64.5 cm2) - 12(77.4 cm2)square inch adhesive contact with the underside of the tile. i - — Medium Profile/Double Pan'file },I;,il inr��:]h�l.^,stie ceTen3 i slirlien rujuiredl 1. Starting at the eave course, apply a minimum 2"(50.8 nun)x 10"(254 min)x 1"(25.4 nun)foam paddy �.,��.ti; -.��-_,.-. `'`�•...,�.( onto the underlayment positioned as shown under the •, '` i pan portion•of the tile closest to the overlock of the Ee being set.Insure approximately 17(109.7 cm2)- 1'fr- "•�i-��, �_.,_� '1 Vic_ 23 (148.4 cm2)square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) '`AI .„n`--`^•..,1 k ii:`•- `-4�' ='1 :4-"S^��t-•rte-'�- x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan .c�Ao cinvua _ rr,'. <- '` portion of the tile closest to the overlock of the the F4110{&0 n� "'-''•- Cr r.� being set. 3. Continue in same manner.Insure approximately 12" (77.4 cm2)-14(90.3 cm2)`square inch adhesive contact with the underside of the tile. (Instructions continued on next page) ` 1 NOA No.: 17-0322.03 t Xllr x102 yc1'aE: 0510/22 CMIARMO�gc Apprflval Date:0!•/27/17 Page 7 of 11 i ; ADHESIVE FLACEP.iI>✓1`t'!IER TAIL#2 (CIONTINUIED) 1 mail hrou431+p1'aalra ca�ii r t-,.--'--_— Plddr I �r -shTil�) High P r'offle/Single Pad]Tile :;'!YI1Ci9 FCgUIPcIIJ r � 3 - - M Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 min)x I",(25.4 mtn)foampadd' •••••. `,.-_.,,• r�r J onto the underlayment positior.�dashowr�unler the pan portion of the tile closest beetka overlo:kbj tke •, ''� ° • _-%•a -�" t`` the being set.Insure approxii'ti'dtvly•17(109.7 i '`- r'r`'—— 23 (148.4 cm2)square inch a &?i%contact with the •••.: " �13'[Cn.aptiayal rr1,"`�•.'•t. - ' `•;;'�'f`� underside of the tile. • ..... , 2. At the second course,applya„rp;rimum 2"'(SO'8mm) •..... Gaver_� T's E- �� " ',+`.,v7;''`f j'�,K;, x 7" (177.8 mm)x 1"(25.4InmJ fgam paddy'onto the rte-h`l` }'� � .. •` • •••••• • underlayment positioned as4sho�undertko fZ& portion of the tile closest to tic Overlock ofxh;the :...., , . Url�ra��r being set. .. . 3. Continue in same manner.Insure approximately 17" (109.7 cm2) - 19(122.6 cm2)square inch adhesive contact with the underside of the tile. f { i 1 ' J f l i'`> '.'°„ OA No.: 17-0322.03 G» MIAMI- Ec0UNW Txpim-:ion 1�ate: 05/10/22 7: �1 �'• a • Approval bate:01/27/17 Page 8 of 11 r - i i - ADHESIVE-PLACEMENT DETAIL# ' 4 x:ilViroug.hplasticcernent Paddy(h_taeentiles) 1%vftenrequ,redJ ^� 1. On the eave course only,apply a minimum 2" (50.8 �,attenseptionafj ° `% mm)x 10" (254 mm)x 1" (25.4 mm)foam paddy Paddylundcrtile) onto the underlayment positioned as shown,under �4 r S:nglepadd; the strengthening'rib for flat the or und;r 1133�an \,- = on fop aftile portion of the the for lowso h�igl;profile Ctle•closest...... to the Overlock of the tile,lipi-4 iet.LePie • vim.. '! ` • v xwlnSm lepaddy`�' ,:` approximately 4"(101.6 Rvvlij12 from the eve •• ••• vn ertil ed e free of foam to reve rt the expanded adhesive'..•�; Stnglepaddy �, g p . • on wtd ayment Zxa[n.. from blocking the weep holes.•6urd;••••• ' approximately 17-23 int�119.9;148.4 cans) of •• •. adhesive contact with the tln6erside or ll}e tale • 2 f' " a cw • • • • ---Ea reClosura 2. Apply a 4" (101.6 mm)'tt.4'•(1Q1.6 mm)x 1" (25.4•... ,.� min)foam paddy onto the underlaymenf�u4 belo X • Flat/Low Profile He the second course line positioned foam paddy under the strengthening rib for flat tile, or under the t Nail through plastic cement Single paddyuadei ffle pan portion of the tile,closest to the underlock for Ctishentequixedi sradddJpl€BetLY2+enitli�5] the second course tile to be installed. Insure /"�• 1 % approximately 8-9 in'(51.6-58:1 cm2) of adhesive Battens �% ,� Paddy[underti€e; contact with the underside of the tile. ' optional v f= singlepaa ti r - Instructions continued on next page) cntopafnle " 4x4111. kd2x4in. , 5n g[epadd underEa�y-mentmt 2[11. �r ya fareCcuFasda r h4ed3uniProfi]eT' a � f I t F I I 1 NOA No.: 17-0322.03 MIAMI-DADECOu1ViY Expiration Dnte: 05/10/22 Appravr,i Date: 04/27/17 t 1':a ge 9 d 1 d k } t Annm siv r.., ]PLACEMENT DER TAIL#J; (CONTINUED) iailthrough Plar tilePadd � derW ( henreglruedi o - 3. AIso apply 2"(50.8,mm)x 4"(101.6 mm)x'/4" Padtl Ibetv:eenti6e->i , ' (19 mm)paddy on top of the eave course tile Battens surface as shown on to of the stren th rib' optiona{ Paddylunsiartile} p g � g for flat tile or on top of tlt pgr�ortion o£theltile ,r closest to the underlock onlie fi'tst colt s e o€�le. aplep�d • 3idy r. f Install second course of til 11%tire approximately ....:. ' anund�da}•rtser =r,, �,�_� � •••••• ax4in. r 9 (58.1 cm2)- 11 (71 cm2)�juare inch adhesive • •• contact with the undersid%gf t e tile I tha Everlap z u u in • • single paddyon and 7( cm) (45.2 2 -9 58.1 2 inch p atle ••••• �Sn uare • " tc adhesive contact with th'tunde>'side of r•ll�t��e at '""• the head of the tile. Conf ie&is same mapper. Eave Course— • i • •• • •••••i Eave dasere •• • W e �cl r Dripedge •• • HEgh Pr-Oiflc (iF r i { NONo.: 17-0322.03 '�MlAMI•DADE COUNTY Explrs on Dare: 05/10/22 n n Approval Date:0:/27/17 Page 10 of 11 f a i q � a AmEsiw PLAC.,-1,MENT D TA1rL i TWo PIECE BARREL TWO Piece Barrel(Cap and Pari)Tile 1. Starting at the eave course,-a 1 a •••• i)placeenough h pantile. ;eve654o70Bq.in. Steep.pitch applications • Ppy �ii�yln?rm2"•••••• maontaetwiehehepaneile. Nvhenrequired) (50.8 mm)x 10"(254 m? 1"(2Sj4 mrnfoam i • m • 2)Turn covers upside dge ofc ace adhesive in paddy onto the underldyfl�#rt p • • • e to i in-from outside edge of cover tile. posit" 411"410% Then install the tile.Cnsure2oto shown under two adjac• ?`D� n tiles. Support eav� 25 sq.m.contact area. '"'° tiles from rocking until asVecive h t� ••••' Underlaymen4 - •••• CY$I1Ce t0• • cure. • .•... v ° • • • • • ••••• 2. nue same Contiin •• •• •• '• •••• • _ _ -• ° me maug4Wnging two pan coursesuptoward`th}• ridg e:Insure. •. approximately 65(41 .4 crnz)—70`C4S'1:6 cm •••••• z) square inch adhesive ctfitaet with�u • ' ndersidee•••'; Cave closure �-'" - Sheathing of the pan tile. ••••• (moYarshotvn) 3. Turn covers upside down exposing the underside w«phole Fascia Hoard of the tile.Apply a minimum 1"(25.4 mm)x 10" (254 mm)bead of adhesive directly on the inner Rem ova top portion of the eave course cover tile.Abut'to second tours:of pantiles,Ensure eave endofpan andcover tiles are fiushateave fine. edge of each side of the cover tile.Leave approximately 3/4"(19 mm)to 1"(25.4 mm) T tvo Piece Barrel-High Profile ile Tile from the outside edge of the tile,inward,free of foam.to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course.Insure a minimum of _ 20(129`cmz) -25(161.3 cmz)square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed•foam adhesive.Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required,2"(50.8 mm)x 4"(101.6'rmn)nailers or the tie wire system using galvanized,stainless steel, or copper wire and compatible nails may be used. ENDO OFLA T11-311S ACCEPTANCE ( ,M1AMMADEcoUN; NOA No.:17-0322.03 Expiraiiort iDn e: 05/10/22 Approval Date: 04/27/17 P"Jge 11 os it 1 f