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RF-16-1843 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-262395 Permit Number: RF-7-16-1843 Scheduled Inspection Date: December 06,2016 Permit Type: Roof Inspector: Naranjo, Ismael Inspection Type: Final Roof Owner: ALEXANDER, DAVID Work Classification: Tile/Flat Job Address:1640 NE 104 Street Miami Shores,FL Phone Number (646)675-3489 Parcel Number 1122320320430 Project: <NONE> Contractor: CITY ROOFING AND CONSTRUCTION INC Phone: (305)248-2994 Building Department Comments RE-ROOF FLAT&TILE Infractio Passed comments INSPECTOR COMMENTS False Inspector Comments Passed El IG` Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid December 05,2016 For Inspections please call: (305)762-4949 Page 7 of 28 4 ' TAS 106 TEST RESULTS REPORT GENERAL INFORMATION Testing Agency Name: A+ Engineering Testing Lab, LLC. Certification No. 16-0413.03 Address: 7066 SW 44 St Miami F133155 Telephone: 305-668-5792 Fax: 786-513-3754 Email: al2lursetl(aya hoo.com Representative Name: Eng. ABDIAS H. SAENZ Title: RE# 69687 SITE SPECIFIC. INFORMATION Roofing Contractor: CITY ROOFING Permit#: RF-16-1843 Job Address: 1640 NE 104 ST,MIAMI SHORES,FL 33138 Contact. Name: CANDY PH: 305-248-2994 Owners Name: DAVID&VIRGINIA ALEXANDER Type of Tile: ENTEGRA BERMUDA Date Installed: Roof Height: 12 feet Roof Pitch: 3/12 Job Access: LADDER Gate: NO Approximate Square Footage of Roof: 15.00 ft 2 Date Tested: 12/03/16 Required Testing Force: 35 LBS Testing Equipment: M2-100,S-3741465 TEST LOCATION PASS FAIL CORNER 02 - PERIMETER 28 - RIDGE 05 - FIELD 36 - TOTAL: 71 - �.�p� .•• N S E••. •. 'A % S • $ 10 0 4i 10 N IN ACCORDANCE Tffl;;;ANIA OF PROTOCOL PA 108,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS TAS 108 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY,WITH NO DEVIATIONS THIS REPORT IS NOT GUARANTEED IN CASE OF NATURAL DISASTERS. . f; A+ En ing eerin Testing Lab ROOF DIAGRAM 1640 NE 104 ST,MIAMI SHORES, FL 33138 (PERMIT#RF-16-1843) N ------------------------- - h9 20 21 2- 2 23 1 17'18 36 37 38 39 24 i 16 44 43 42 41 40 25 15 35 34 33 32 31 M 13 14 49 48 47 46 45 27 12 54 53 52 51 50 28 11 59 58 57 56 55 20 8 64 63 62 61 60 30 9 69 68 67 66 65 2, 10 71 70 _3-- 7 7066 SW 44 St Miami FL 33155 PH: 305-668-5792 Fax: 786-513-3754. aplusetl@yahoo.com •�` Miami shores Village .p. Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 AOR Tel: (305)795.2204 Fax: (305)756.8972 RE:Permit#IV 164 DATE: I INSPECTION AFFIDAVIT mc--U" licensed as a )Contractor Engineer/Architect, (PrWname and drdeLicense Tppa) FS 468 Building Inspector License#: C C C 13-Z -i m On or about -11H I i � I did personally inspect the roof deck nailing o ) work at IQ log SS (Complete Job SUe Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual(Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn,deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this 1 �I day of JL41 V 2,0) (p e�` � `ptlr?G°%,ac ueU E Notary Public,Sate of Florida at Large ° Commi�sionFFo7 0372 Expires:Nov 13,2017 �o No's WWW.AARONNOTARU. •General,SuHdirtg,ResIdential,or Roo4 Contractors or any IndMduai oeritiied under 468 F.S.lomake such an inspection.Include photographs of each Plane of the roof afth peen t#and address#dearly shorn marked on Bre dedk for each Inspacbri 0-16-1.,.,n14AM IMAMMnnn `� 6f j .• Y � l 1� ` A Iq v 5 �3 i ✓ yu„ ;;s y4 Miami Shores Village 3 10050 N.E.2nd Avenue NE zk Miami Shores,FL 33138-00001 E � >T M71 It Attu Phone: (305)795-2204 1 Expiration: 01/09/2017 c • E' Project Address Parcel Number Applicant 1640 NE 104 Street 1122320320430 Miami Shores, FL Block: Lot: DAVID ALEXANDER Owner information Address Phone Cell DAVID ALEXANDER FL (646)675-3489 Contractor(s) Phone Cell Phone Valuation: $ 500.00 CITY ROOFING AND CONSTRUCTION (305)248-2994 (305)218-7901 Total Sq Feet: 1800 Type of Work:Re Roof Available Inspections: Additional Info: Inspection Type: Classification:Residential Up Lift Report Scanning:3 Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 CCF $o.so Invoice# RF-7-16-60426 DBPR Fee $4.13 07/13/2016 Credit Card $743.86 $50.00 DCA Fee $4.13 07/01/2016 Check#:2724 $50.00 $0.00 Education Surcharge $0.20 Bond#:3141 Permit Fee-New Roof $275.00 Scanning Fee $9.00 Technology Fee $0.80 Total: $793.86 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 informatio is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above .;r4tned cdptractor to do the work stated. i' July 13,2016 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy July 13,2016 1 Miami Shores Village CR D Building Department J s o Q\ 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY: ' Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2014 BUILDING Master Permit No.� —-�- ( (�"� 3 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 11o4D N 104 &1 City: Miami Shores �1County: Miami Dade Zip: 3313 8 Folio/Parcel#: 1 2�32" Q32. 04 3b Is the Building Historically Designated:Yes NO,�_ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): AV11f.�CGl+nd.R.Y' Phone#: Address: I lQLA Q N E i 0`i Srt" City: f%aM s)nD r`eS State: Zip: 3 3159' Tenant/Lessee Name: Phone#: Email: J ,, �^ CONTRACTOR:Company Name:, 14i fzoDfira Inc. Phone#:3dS' 24? Tgqq Address: 22-- b D 1!+- -2— C-r City: M 1 aIli State: L Zip: Qualifier Name: 1�1 ar0p �tnga da p Phone#: State Certification or Registration#: CC C 1 b2.1wJ'd I Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ . 1U�dQ�. Square/Linear Footage of Work: 1500 . Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: /2c A Specify color of color thru tile: -M-e_qrn tpwrly')�ck_n) ICE e NIG-- i!(01 A wal Submittal Fee$ Permit Fee$ :-9 S- CCF$ 17 • CO/CC$ Scanning Fee$ / • a-_Radon Fee$ ( S1 DBPR$ L4, Notary$ Technology Fee$ 0 Training/Education Fee$ (3 - 2-0 Double Fee$ J0 Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ � (Revised02/24/2014) (4 w� t, 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 ee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The(foregoing instrument was acknowledged before me this day of JA(U,, ,20 I L .by n v� day of I'LA rJ ,20 i w ,by fAy 1 bLY ,who' persona y now to 1 CPU who' personally know to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did ta �n,,o i;Pline Espinosa .`� ' 037,0230712 NOTARY PUBLIC, "'"� NOTARY PUBLIC: Jacqueline 1'1•'070372 P'.��c F WW'W,AaQNNOTARY.coM • e�'�' �=Expi :s: c13,20i7 Sign: I°'>. ��°•` WWWAARONNOTARY.wm Sign: j Print: ��f*�l c,�P,E lb(,( !SU 1 r l ' Print: -10' a f�.( Im V,"r� Seal: Seal: APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) l r 5 - Miami shores Village .... �...� Building Department 10050 N.E.2nd Avenue R 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: 21 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: �Q� 1 d M�Q,X q� (r Property Address: I LAO 09 ST Roofing Permit Number: Dear Building Official: t I W Vi d U 1 e YQ nd lr 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. ❑The building was constructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions of 1994 ed'' of the So 7a 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. Swom to and subscribed before me this 11 � ?�Cyl LP Notary Public, Sate of Florida at Large `°%,;; ' �r�xAnx°`'°i` Y'`om • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300,000.00,and the building was not constructed with FBC nor a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 Prope Search Application-Miami-Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On:7/1/2016 Property Information ,_ v � Folio: 11-2232-032-0430 1640 NE 104 ST Property Address: Miami Shores,FL 33138-2668 N DAVID ALEXANDER Owner VIRGINIA AGUIRREBEITIA "0 Mailing Address 1640 NE 104 STREET MIAMI SHORES,FL 33138 USA Primary Zone 1100 SGL FAMILY-2301-2500 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT a Beds/Baths I Half 3/3/1 r° Floors 2 s Living Units 1 Actual Area 4,056 Sq.Ft rap . Living Area 3,061 Sq.Ft Adjusted Area 3,237 Sq.Ft Taxable Value Information Lot Size 8,850 Sq.Ft 2016 2015 2014 Year Built 1954 County Exemption Value $0 $0 $50,000 Assessment Information Taxable Value 1 $660,173 $617,486 $308,651 Year 2016 2015 2014 School Board Land Value $309,729 $270,112 $177,194 Exemption Value $0 $0 $25,000 Building Value $323,700 $327,746 $212,098 Taxable Value $660,173 $617,486 $333,651 XF Value $26,744 $19,628 $19,787 City Market Value $660,173 $617,486 $409,079 Exemption Value $0 $0 $50,000 Assessed Value $660,173 $617,486 $358,651 Taxable Value $660,173 $617,486 $308,651 Regional Benefits Information Exemption Value $0 $0 $50,000 Benefit Type 2016 2015 2014 Taxable Value 1 $660,173 $617,486 $308,651 Save Our Homes Cap Assessment Reduction $50,428 Homestead Exemption $25,000 Sales Information Second Homestead Exemption $25,000 Previous Price OR Book- Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County, Sale Page School Board,City,Regional). 04/19/2014 $835,000 22663 Qua[by exam of deed Short Legal Description 02/01/2001 $0 19528- Sales which are disqualified as a result RIVER BAY PARK ADDN PB 40-72 0017 of examination of the deed LOT 22 BLK 4 02/01/2001 $345,000 19528 Sales which are qualified LOT SIZE 75.000 X 118 0018 OR 19528-0018 02 2001 1 16174- 12/01/1993 $250,000 4790 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Version: http://www.rnianlidado.gov/propertysearch/ 7/1/2016 • • • r ■ • • • - •_ ■■■■I 1►!i■■®/,1't■■��I�'�■■■!!�■viii ■■■■I \���.�1.�..,.�_�_.�_„"'moi■lli8 ■■■■I ■■■, ■■► .JEEN■J■■■■■1111!■■ •• ■■■■I ■■F S■11111111111111111,011Ilp■■■■1 E!y■■ NONNI Rol E ■■■I ■■1 l\`\q 1■■■■EREEME■1 Carl N■■■I ■■I 1■■■ ■■■■I ■■I 11111 ■■■■�' ! ”■■■■11■■■ ■■■■I ■■i INN != NONNI ■■11■l I■■■?:17/�S7■■■®1■■■■ ■■■■II �■r r■� l■■■uL�fi�iri■■■�1■■■■ ■■■■I !%r\4 I■■■■■■■■■■■■■■■■ ■■■■hom-, i�r■■■■■■■■■■■■■■■■ !NTCRNI,.TIOPJAL CODE CUUNCIL` " " " ROOF ASSEAHBLIES AND ROOFTOP STRUCTURES Fladde BuRdln8 Code 6th Edition(2014) High-Veloolty Hurricane Zone Uniform Permit Application Form 1 1 Section D(Steep Sloped Roof System) q� 1 • Roof System Manufacturer "t e r 1�® `� 1 Notice of Acceptance Number.—A �V 11 Z. . ®-9- 1 Minimum Design Wind Pros If icable(From RAS 127 Calculations): su 1 1 1 t Deck Gig 1 Type Underiayment LA , 1 Roo�ksp 12 L�C� Insulation: 1 1 Fire Barrier: •••• i Ridge Ven 1 Son? Fastener Type&Spacing: I " F%.S. rLT£ `ram 1 ...... Adhesive Type: •• 1 • . . Type Cap Sheet: Mean Roof Height: ----10 l Roof Coverin • :�: er 1 . Tape&Side Drip • Edge: g�I V(ki�I� a FLORIDA BUILDING CODE—BUILDIN%Ifth EDITION(2014) 1639 1 ! I ly.I�I RMWEDr aeys�r�roo,rn1,2,015ia.Mc2AUPrwmcora ROOFASSEMBLIES AND ROOFTOP STRUCTURES Fiodfda BulMdtng Code 61h Edition(2014) 1 1 High-Velooity Hurricane Zone Uniform Permit Application Form. i 1 1 Section E(Tile Calculations) 1 For Moment based Via systems,choose elther Method 1 or 2.Compare the values for K with the values from MF N the M,values 1 are greater then or equal to the M,values,for each area of the roof,then the tile attachment method is ec�ptable. 1 Method 1"Moment Based nie Calculations Per RAS 127" 1 (P1:31^1 x 1Q-26= 01)—M94d'4— Mn LOS G Product Approval t1At ®• ✓ 1 ( x71a�DS RN—Mg4ffi Mgk8' =M, Product Approval(P3Ib9 x71Q _ 1 =MA .+4Product Approval KHp.4 ✓ 1 Method 2°Simplified The Calculations Per Table Below" 1 Required Moment of Resistance(M,)From Table Below Product Approval M, 1 1 M,required Moment Reslstanee* 1 Mean Roof Slope 15' 20' 25' 30' 40' 1 2:12 34.4 36.5 38.2 39.7 42.2 1 3:12 32.2 34.4 36.0 37.4 39.8 1 4:12 30.4 322 33.8 35.1 37.3 •••••• 1 5:12 28.4 30.1 31.6 32.8 •ACV—. •••••• •••,�• 1 6:12 26.4 28.0 29.4 30.5 ••334• ••� ••••i• 1 7.12 24A 25.9 27.1 28.2 .egs• • • 1 'Must be used in conjunction with a list of moment based the systems endorsed by the Broward Colan�yr•Iaard of Rules and • • Appeals. •••• •••• ••.•. 1 For U Uplift •••••• • • ••i••• pl system use Methal 3.Compered the values for F with the values for Fr,ff the F values are greater#w ar 1 equal to the Fr values,fol'each area of the roof,then the t attachment method.le acceptable. •• •• • ••••�• 1 Method 3'Uplift Based Tile Calculations Per RAS 127" • • • ••••i• (P1:__XL _ XW:__)—W:__XCOSB__=F�__ Product Approval F' i••••• • • 1 (PZ* --J—W—Xcos0_=F,_ Product Approval so i •••• i••••i 1 (P3:_X L___X w:_ )—W X ccs 9 =Fs Product Approval F' •••• 1 1 Where to Obtain Information 1 Description Symbol Where to find Design Pressure P1 or P2 or P3 pared 1127 27 Ta baseor b Anen ineering analysis pre- 1 Mean Roof Height H Job Site 1 ROOF Sl°pe 9 Job Site 1 Aerodynamic Multiplier b ProductApproval 1 Restorft Moment due to t3ravity Me Product Approval 1 Atlac hmment Resistance K ProductApproval 1 Required Moment Resistance Calculated 1 Minlfium Attectunen t Reeletancs p 1 ProductApproval Required Uplift Resistance 1 Average The Weight F� Calculated W Product Approval 1 ITHe Dimensions L =length W=Width Product Approval 1 AII cxculations must is submitted to the buiteing official at the time of permit application. 1 t 15A0 FLORIDA BUILDING CODE—BUILDtN©,8th EDITION(2@14) 11 1COPYd& BHOW Section C M!A Miami-Dade County HVHZ Electronic Roof Permit Form Section C Page(Low Slope Roof Systems) "twibWfieg E.tce th-iter Ft*ry fJ •" Fill In the speciric roof assembly components.If a component Is not required,Insert not applicable(n/a)In the text box. ROOF SYSTEM MANUFACTURER: GAF Top Ply: N/A Product Approval (NOA): FL16730R5 System Type:IW-36 I Top Ply Fastening J Bonding Material: Wind Uplift Pressures,From RAS 128 or Sealed Calculations: N/A (P1) Field: -42.8 psf Surfacing:I WA SINGLE PLY MEMBRANE: (P2) Perimeters: -71.7 psf Single Ply Manufacturer/Type: (P3)Comers: '108 psf I EverGuard TPO Maximum Design Pressure From NOA: '97.5 psf Single Ply Sheet Width: "1/2 Sheet Width: " Roof Slope: •5 MAX .:12 Roof Mean Height: 12 ft. No.of Single Ply 1J2 sheets: Parapet Walls: 0 No ❑Yes Parapet wall Height: ft. Single Ply Membrane Fastening/Bonding Material: Deck Type: —5/8"Plywood— Drill-Tec#14 Screws w/Drill-Tec AccuTrac Flat Plates ❑FASTENER SPACING FOR BASESHEET ATTACHMENT Support Spacing: 24 "o/c ❑SINGLE PLY MEMBRANE ATTACHMENT Ai Deck Type: N/A 1.Field: "o/c @ Laps&Elrows 48 Existingfisting Roof: "p"• NIA 2.Perimeter. °o/c @ Laps& 1• 4$lbws 0 oic 6009 ••••• Fire Barrier: . ... ` ` ....•` FireOut Fire Barrier Coatingapplied 1 aIJ100 ft 3.Comer. "o/c @Laps& bows ` 24 "olc• • PP @ -9 s • •••• •• • ` Vapor Barrier: NUMBER OF FASTENERS PER INSULATION BOAS;. .• N/A 1. Field:EE 2. Perimeter:M• Corr}pr. /A ••;••• Anchor Sheet: ` ` •• ` Insulation Fastener Type: •• •• • 000000 • N/A N/A �..�•� . Anchor Sheet Fastener/Bonding Material: •• ••90:0 • WOOD NAILER TYPE AND SIZES • • • • N/A •••••. Insulation Base Layer Size&Thickness: • • • N/A Wood Nailer Fastener Type and Spacing: _ __ _ N/A Insulation Base Layer Fastener J Bonding Material: N/A EDGE&COPING METAL SIZES: Insulation Top Layer Size&Thickness: Edge Metal Material: —Galvanized Metal-- N/A Edge Size: —3"face 26 ga.— Insulation Top Layer Fastener/Bonding Material: Hook Strip Size: —SELECT EDGE METAL HOOK STRIP SIZE-- N/A Edge Metal Attachment: Base Sheet(s)&No.of Ply(s): 1 1/4"RS Nails @ 4"o/c N/A Base Sheet Fastener/Bonding Material: Coping Material:I—SELECT PARAPET WALL COPING MATERIAL-- N/A Coping Size: —SELECT COPING METAL SIZE OR THICKNESS-- Ply Sheet(s)&No.of Ply(s): Hook Strip Size: —SELECT COPING METAL HOOK STRIP SIZE-- N/A Parapet Coping Metal Attachment: Ply Sheet Fastener/Bonding Material: N/A N/A Single Ply Edge Detail Miami-Dade County HVHZ Electronic Roof Permit Form n /�g , ffi Ewe, ,� Single Ply Membrane Edge Metal Detail Edge Metal Approved sealant Coidinous Cleat - C1tre Gauge Heavier � �'.�,:.v:�':.m Than the Edge Metal i _ 4040 .;�4 M fir. ar 4�• ,„a -R . z mow• "Adhered Single -,�;. , �k '. *,�s ►.Ply Membrane Strip T L .: Approved Fasteners 4"0C Mechanically Fastened or Adhered ;! z ,Single Ply Membrane .Rry •6•• • • 04000 0000•• yer Optional Top karor. ••••00 000000 of Insulation 4040.6• Pt Wood Nailer ' :000*: ` Roof Deck 6""• 0 'a ••6• 00400 ..... 00.60• • • 00006 • • •6.66• •• •• • •660•• • ••0.6• • • • . :000:0 a •6000• Provide Component Information ,• 6 •••• 00 • 0000 • • Roof Mean Height: 12 ft. • • • Edge Metal Type and Size: 26 Ga.Galvanized 3"Face Drip Metal Continuous Cleat: I N/A Surfacing: I N/A Single Ply Membrane Type: EverGuard TPO Membrane Top Insulation Layer Type: NIA Base Insulation Layer Type: I N/A Wood Nailer Type&Size: I N/A Wood Nailer Attachment: I N/A Deck Type: 1 5/8"Plywood with FireOut Fire Barrier Coating @ 1 gaU100 fN Florida Building Code Online Page 1 of 2 r r11 Z, BaS Hoare Log In User Reglsbation Hot TOpks F SUW*SurohaMe Stats&Facts Publications FSC Staff SCIS Site Map Links Search BUS°rye! Product Approval PI k+' sltkl 0 USER:Public User � Product Approval Menu>Product or Apolication Search>Aoolbretion List>Aopgtation History>AppllCation Detail z a i FL# FL16730-R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived (71 Product Manufacturer GAF Address/Phone/Email 1 Campus Drive Parisppany,NJ 07054 (973)872-4421 Iindarei"trinityerd.com Authorized Signature Beth McSoriey 06008 Iindareith@trinityerd.com ' • • 9999 9999•• Technical Representative Beth McSorley •••••• •• 99049 Address/Phone/Email 1361 Alps Road-Bldg 11-1 6••0•• 0 • • Wayne,NJ 07470 •0090: (973)872-4421 0900 •••• • BMcSoriey@gaf.com *000 6••6 •0:000 99.06• • • •0000 • • •9.69• Quality Assurance Representative •• •• • •'•'•' Address/Phone/Email • •999•• • • • • • • •696.9 •9669• Category Roofing ' • • • • • • • •666•• Subcategory Single Ply Roof Systems 00 • •'•�'• • • Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Robert Nieminen developed the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/08/2016 Validated By John W.Knezevich,PE G✓i Validation Checklist-Hardcopy Received Certificate of Independence FI 730 RS COI 2015 01 COI Nieminen.odf Referenced Standard and Year(of Standard) Standard Year TAS 110 2000 TAS 114 2011 TAS 131 1995 Equivalence of Product Standards httns://www.floridabuildine.orL,/nr/nr ant) dtl.asnx?naram=wGEVXOWtDau8obl%2flZm... 2/25/2016 Florida Building Code Online Page 2 of 2 Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/20/2015 Date Pending FBC Approval 04/22/2015 Date Approved 06/22/2015 Date Revised 08/25/2015 Sum roducts - --._. .- 4f Model,Number or Name Description 16730.1 EverGuard TPO Single Ply Roof Thermoplastic polyoleflin single ply roof systems S stems Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16730 R5 ti 2015 04 FINAL Ai ER GAF EG roved for use outside HVHZ:No PO HVHZ FL16730-RS.odf Imp nit.N/A Verified By: Robert Nieminen PE-59166 Design Press - 5 Created by Independent T Other: 1.)The design pressure system.Refer to ER Appendix for all systems and FL16730 R5 AE 2015 04 FINAL rR GAF EG maximum design pressures.2.)Refer to ER Section 5 for TPO HVHZ FL16730-R5.1)df Limits of Use. Created b Independent Third Party: Yes • • 0000 0000•• Bade Next •• • ••• • •• 0000•• •• 0000•• • 000000 • • • 1940 North Monroe Street Tallahassee FL 32399 Phone:850-4%-1824 0 0 0 0 0• Goofed Us:: 0000 • • The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessit)6•Statement::ii•funi gatemen t 00:00 Under Florida law,email addresses are public records.If you do not want your e-mail address released in re9pi fAdWubhc-recWds req•ast,do not 00000 send electronic melt to this entity.Instead,contact the office by phone or by traditional mail.If you have an q�At'ons!please coRL"8 50.487.1395. to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapt�r 45NK must proRde the Department-040-0- .Pursuant with an email address if they have one.The emads provided may be used for official communication with the li=eyscj,,liloSever email addrgsses are public • record.If you do not wish to supply a personal address,please provide the Department with an email addressav n e made availabrd to the public. • To determine if you are a licensee under Chapter 455,F.S.,please dick dere. 0 0 0 000000 Product Approved Accepts: •••••• 0.00 i 0.00 1.000. • • • 0 0 securit MLlll:c5 httDs://www.floridabuildine.org/or/nr ann dtl.asnx?naratn=wGEVXOwtDau8obl%2flZm... 2/25/2016 % . ... . . . ... %: . . ... TRINITY ERa The following notes apply to the systems outlined herein: • ••• • • • •• • • • • • •• •• • 1. The evaluation herein pertains to above-deck roof components;deck-attachment details p:r1 jn Vas-tested'Inditlbns endei•TAS db4,Appendix J. Roof decks shall be in accordance with FBC(HVHZ)requirements to the satisfaction of the AHJ. • • • • i i i i i 2. Unless otherwise noted,fasteners and stress plates for insulation or base sheet attachment shall be as follows.Fasteners shall be of sufficient length for the following engagements: ➢ Wood Deck: Drill-Tec#12 Fastener or Drill-Tec 414 Fastener with Drill-Tec 3"Standard Steel Plate,Drill-Tec 3"Steel Plate,Drill-Tec 3 in.Ribbed Galvalume Plate(Flat)or Drill-Tec AccuTrac Flat Bottom Plate or Drill-Tec AccuTrac Recessed Plate(insulation only), Drill-T4pk ASAP•35 ql Driu-=ec FIV)jy Duty,ASAP 35. Min.0.75-inch plywood penetration or minimum 1-inch wood plank embedment. • • • • • • • • • ➢ Steel Deck: Drill-Tec#12 Fastener,Drill-Tec#14 Fastener or Drill-Tec XHD Fastenerwihh 1irill•Te:3": nda*F:Steel PlIste,Drill-Tec 3"Steel Plate,Drill-Tec 3 in.Ribbed Galvalume Plate(Flat)or Drill-Tec AccuTrac Flat Bottom Plate or Drill-Tec AccuTrac Recessed Plate(irYWatio:o&!�nirt:un:0.hipch steN penetration,engage the top flute of the steel deck. ➢ Concrete Deck: Drill-Tec#14 Fastener or Drill-Tec CD-10 with Drill-Tec 3"Standard Steel Plate,Drill-Tec 3"Steel Plate,Drill-Tec 3 in.Ribbed Galvalume Plate(Flat)or Drill-Tec AccuTrac Flat Bottom Plate or Drill-Tec AccuTrac Recessed Plate(insulation only)or Drill-Tec Heavy Duty ASAP 3S.Minimum 1.25-inch embedment. Fasteners installed with a pilot hole in accordance with the fastener manufacturer's published installation instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanu rate, polystyrene, wood fiberboard, perlite,gypsum-based roof board or mineral wool roof board that meets the CIA requirements of F.A.C.Rule 61G20-3 and is documented as meeting FBC(HVHZ)1516 and,for foam plastic,FBC Chapter 26,when installed with the roof cover. TOPCOAT®FireOut'"Fire Barrier Coating,VersaShield' Fire-Resistant Roof Deck Protection or VersaShield®Solo'"Fire-Resistant Slip Sheet,installed in accordance with GAF published installation instructions and fire resistance certification listings,may be used as a non- load-bearing,fire-barrier/slip-sheet component within any system outlined herein. 4. If mechanical attachment to the structural deck through lightweight insulating concrete is proposed,field withdrawal resistance testing shall be performed to confirm equivalent or determine enhanced fastening patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117 and/or RAS 137. Calculations shall be prepared, signed and sealed by a qualified design professional. S. Preliminary insulation attachment for System Type C-2 and D=Minimum four fasteners per 4 x 8 ft board or minimum two fasteners per 4 x 4 ft board. 6. Unless otherwise noted,insulation adhesive application rates areas follows. Ribbon or bead width is at the time of application;the ribbons/beads shall expand as noted in the manufacturer's published instructions. Hot Asphalt(HA): Full mopping,25-30 lbs/square. ➢ LRF Adhesive M(LRF-M): Continuous 0.75 to 1-Inch wide ribbons,12-inch o.c. OlyBond Adhesive Fastener(Classic): Full coverage,.gal/square. ➢ ClWnd 500(0650: Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.using PaceCart or SpotShot. Note:OlyBond Classic or 01y8ond 500 Green may be used where OlyBond 500 is referenced. ➢ GAF 2-Part Roofing Adhesive(GAF 2-Part): Continuous 2.5 to 3.5-inch ribbons,12-inch o.c. ➢ 3M CR-20: Continuous 2.5 to 3.5-inch ribbons,12-inch o.c. ➢ Note: When multiple layers(s)of insulation and/or coverboard are installed In ribbon-applied adhesive,adhesive ribbons shall be staggered from layer-to-layer a distance of one-half the ribbon spacing. ➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the Insulation board shall be not less than one-half the specified ribbons spacing. 7. Unless otherwise noted,all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure(MDP)limitations. In no case shall these values be used to'Increase'the MDP listings in the tables;rather If MDP listing below meets or exceeds that listed for a particular system in the tables,then the thinner board listed below may be used as a drop-in for the equivalent thicker material listed in the table. ➢ Hot Asphalt(HA): MDP= -240.0 psf (Min.0.54nch thick) LRF Adhesive M(LRF-M): MDP= -232.5 psf (Min.0.5-inch thick EnergyGuard Polyiso Insulation,EnergyGuard Ultra) OlyBond 500(08500): MDP= -315.0 psf (Min.0.5-inch thick EnergyGuard RH or RN) ➢ OlyBond 500(0650: MDP= -487.5 psf (Min.0.5-inch thick EnergyGuard RA) D OlyBond 500(08500): MDP= -292.5 psf (Min.0.5-inch thick EnergyGuard Polyiso Insulation,EnergyGuard Ultra) GAF 2-Part Roofing Adhesive(GAF 2-Part): MDP -117.5 psf (Min.1.0-inch thick) D 3M CR-20: MDP -117.5 psf (Min.1.0-inch thick) 8. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 9. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased,as calculated in compliance with Roofing Application Standard RAS 117 and/or RAS 137 by a qualified design professional. 'This extrapolation Is not permitted for systems marked with an asterisk*. Exterior Research and Design,U.C.d/b/a Trinity(ERD Evaluation Report 01506.12.13-1-R6 for FL16730-RS Certificate of Authorization#9503 Revision 6:04/15/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 2 of 73 . . ... . . . ... .. .. .. .. . ... . . . . ... RIN11 Y`ERQ 10. For assemblies marked with an asterisk` the maximum design pressure(MDPT IimitatiIrPlistedewall be wolicabie to all roof presrarre zones(i.e.,field perimeters and corners) Neither rational analysis no extrapolation is permitted for enhanced attachment at enhanced pressure zones(i.e.,periroetors cOerr aril etteM&d carrigo. *• 11. Fastener spacing for mechanical attachment is based on a minimum fastener resistance vsluein•onjunctio•with the maximu#r dewgrypressure(MOP)listed for a specific system. Should the fastener resistance be less than that required,as determined by the Building Official,a revised fastener spacing-prepared,signed aid sedl�d�by a q4 t11ed design professional-may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standard TAS 105 and calculations in compliance with Roofing Application Standard RAS 117 or RAS 137. 12. For bonded insulation or membrane over existing substrates in a recover installation,the existipg ropf Mystery shay tie cVjl�e of risisting project design pressures on its own merit to the satisfaction of the AH1,as documented through field uplift testing in accordance with TAS 124. • • • • • • • • • • ••• • • • •• • 13. For System Type D,steel deck applications,the roof membrane shall be run with its length perpe4icalar:o:re$teiITl:ck=lutes. • • 14. For recover installations,the existing roof shall be examined in accordance with FBC 1521.0�or Recover ApplicItAs Mnj S9slem Type C-2 or or any System Type D,the insulation is optional. Alternatively, a separator board may be Installed prior to roof cover installation when using System Type C-2 or any System Type D or a separator sheet may be installed prior to roof cover installation when using any System Type D. The separator component shall be documented as meeting FBC(HVHZ)1516 and,for foam plastic,FBC Chapter 26,when installed with the roof cover in Recover applications. ➢ Separator Board Options for Recover System Type C-2 or System Type D• Min.0.5-inch EnergyGuard Min.0.5-inch EnergyGuard Polyiso Insulation, EnergyGuard RA,EnergyGuard RN,EnergyGuard Ultra, Structodeck High Density Fiberboard Roof Insulation,EnergyGuard RH HD Polyiso Insulation,EnergyGuard HD Polyiso Insulation or EnergyGuard HD Plus Polyiso Insulation,or min.0.25-inch Dens Deck,Dens Deck Prime,SECUROCK Gypsum-Fiber Roof Board or SECUROCK Glass-Mat Roof Board. ➢ Separator Sheet Options for Recover System Type D: EverGuard Polymat Separation Layer(3 oz/yd2)or EverGuard Polymat Cushioning Layer(6 oz/yd2). 15. Side laps for EverGuard Freedom TPO with RapidSeam Technology are self-adhering. Side laps for EverGuard Freedom TPO HW are heat welded. Unless otherwise noted,reference to EverGuard Freedom TPO in this Appendix relates to either method. 16. For adhesive-applied membrane systems,side laps shall be minimum 3-inch wide sealed with min.1.5-inch heat weld. Unless otherwise noted,membrane adhesive application rates are as follows: Membrane Adhesive Method Rate EverGuard TPO EverGuard TPO#1121 Bonding Adhesive(#1121) Contact(both sides) 0.8 to 1.0 gal/square/surface. For use over SECUROCK Gypsum-Fiber Roof Board,the application rate changes to 1.2 to 1.67 gal/sq/surface To polyisocyanurate or Structodek High Density Fiberboard Roof Insulation,Fiber Base HD1 or Fiber Base HD6 at 0.63 EverGuard TPO EverGuard WB181 Bonding Adhesive(WB181) Contact(both sides) gal/square and roof cover underside at 0.21 gal/square. To Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board at 0.63 to 0.75 gal/square and roof cover underside at 0.21 to 0.25 gal/square EverGuard TPO EverGuard Low VOC TPO Bonding Adhesive(L-VOC) Contact(both sides) 0.46 gal/square/surface EverGuard TPO FB Ultra Hot asphalt Wet lay(substrate) 25 lbs/square EverGuard TPO FB Ultra EverGuard WB381 Bonding Adhesive(WB181) Wet lay(substrate) 0.83 to 1.0 gal/square EverGuard TPO FB Ultra GAF LRF Adhesive M(LRF-M) or LRF Adhesive O Wet lay(substrate) 1-inch wide ribbons spaced as noted in tables herein. Note:The adhesive ribbons are located directly over the (LRF-0) adhesive ribbons used to secure the insulation when the cover is bonded to insulation less than 1.5-inch thick. EverGuard TPO FB Ultra GAF 2-Part Roofing Adhesive(GAF 2-Part) I Wet lay(substrate) I "Spatter pattern"at 3.75 lbs/sq. 17. The"rriposite Roofing System"noted herein consists of loose-laid GAFGIAS Stratavent Perforated Venting Base Sheet,followed by asphah-applied two(2)plies of Ruberoid 20 Smooth or three(3)plies of GAFGLAS FlexPly 6,followed by asphalt-applied 80-mil EverGuard TPO FB Ultra with 1-5/8"heat welded side laps. 18. Unless otherwise noted,the"Hybrid Roofing System"noted herein consists of asphalt-applied Ruberoid 20 Smooth,Ruberoid Mop Smooth,Ruberoid Mop Smooth 1.5,GAFGLAS#75 Base Sheet,Tri-Ply#75 Base Sheet or GAFGLAS#80 Ultima Base Sheet followed by asphalt-applied EverGuard TPO FB Ultra. 19. EverGuard Extreme TPO may be used as an alternate to EverGuard TPO. EverGuard Extreme TPO FB Ultra may be used as an alternate to EverGuard TPO FB Ultra. EverGuard Extreme Freedom TPO may be used as an alternate to EverGuard Freedom TPO. 20. "MDP"=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads.Refer to FBC(HVHZ)1620 and RAS 128 for determination of design wind loads. Exterior Research and Design,LLC.d/b/a Trinity I ERD Evaluation Report 01506.12.13-1-R6 for FL16730-RS Certificate of Authorization#9503 Revision 6:04/15/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 3 of 73 .. .. . . . .. .. . . . . . . . . . . . . ... . . . . ... TRl o ER® TABLE 1E:WOOD DECKS CbACrRLCTP%.REj§OF(TEAPIsFF)ORI"OVER SYSTEM TYPE 11::AEVANIaL.s AtrAC$D ROOF MVE;• System Deck Insulation • • • 000 •i• ••• Roof Cover MDP(psf) No. (See Note 1) Type Attach Membrane Fasteners Attachment Min.19/32-inch 1 (Optional)One or Pro]•• • • • Pj ljTec J1.4 Fastener Fastened 6-inch o.c.within 5.5-inch wide laps W-34. plywood or wood plank;24"spans;8d more layers,any attath. • OTPID iyarrs • With DMI-Tec 2 in.Double spaced 114.5-inch o.c.and sealed with a 1.75-inch -45.0 common nails 6"o.c attalhed•••TPO • • • • combination • • • • • •• �arbed XTiQ Plates heat weld. (Optional)One or •• • • • • �0;WTdt*14 Fastener Min.19/32-Inch plywood or wood plank;24"spans;8d Prelim. EverGuard Fastened 64nch o.c.within 5-inch wide laps spaced W-35. common nails 6"o.c. more layers,any attached TPO with Drill-Tec 2 in.Double 55-inch o.c.and sealed with a 1.75-inch heat weld. 52.5 combination jarbe&L4UQ Plates Fastened 6-inch o.c.within 12-inch wide laps spaced Min.19/32-inch Plywood:24"spans:blocked 48"o.c.:8d (Optional)One or Drill-Tec#la Fasteners Prelim. EverGuard 48-inch o.c.and sealed with a 1.5-inch heat weld. W-36. rine shank nails 6"o.c.in the field:10d rine shank nails 4" more lavers.any with Drill-Tec AccuTrac 97.5 attached TPO Fasteners penetrate through the plywood to engage o.c.at the perimeters. combination Flat Plates the cross-blocking of the deck TABLE IF:WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER SYSTEM TYPE D-2:INSULATED,MECHANICALLYATTACHED BASE SHEET,BONDED ROOF COVER System Deck insulation Layer(s) Base or Anchor Sheet Roof Cover MDP(psf) No. (See Note 1) Type Attach Base Fasteners Attach Min.19/324nch plywood;24"spans; One or more layers, GAF StormSafe Anchor Drill-Tec#14 Fastener with Drill- 184nch o.c.at min.4-inch lap EverGuard Freedom W-37. 8d ring shank nails,6"o.c.at edges any combination Loose-laid Sheet(Max.48-inch Tec 3"Steel Plate or Drill-Tec 3 and 18-inch o.c.at two,equally TPO/self adhered -45.0* and 6"o.c.at intermediate supports wide) In.Ribbed Galvalume Plate(Flat) spaced,staggered center rows Min.19/324nch plywood;24"spans; One or more layers, GAF StormSafe Anchor Drill-Tec#14 Fastener with Drill- 8-inch o.c.at min.4-inch lap and EverGuard Freedom W-38. 8d ring shank nails,6"o.c.at edges any combination Loose-laid Sheet(Max.48-inch Tec 3 in.Ribbed Galvalume Plate 8-inch o.c.at two,equally TPO/self adhered -60'0* and 6"o.c.at intermediate supports wide) (Flat) spaced,staggered center rows Exterior Research and Design,LLC.d/b/a Trinity IERD Evaluation Report 01506.12.13-1-R6 forFL16730-RS Certificate of Authorization#9503 Revision 6:04/15/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 11 of 73 TGFU.R1306 Roofing Systems GAF R1306 1 CAMPUS DR PARSIPPANY,NJ 07054 USA SINGLE PLY MEMBRANE ROOFING SYSTEMS(TPO) Class A-Mechanically Fastened 5.Deck:C-15/32 Incline: 1/2 Primer:—"TOPCOAT®FireOutl Fire Barrier Coating"or"FireOutTM'Fire Barrier Coating", applied at a 0000 rate of 1-gal./100-ft.2. . Base Sheet(Optional):—One ply Type G2"GAFGLAS®#75 Base Sheet"or"Tri-Pl;@,075.;Base Sll�00et00" 0000..pr :• "GAFGLAS®#80 Ultima""Base Sheet"or"GAFGLAS®Stratavent® Nailable Ventingftsebheet", '0: 0000:. 000000 0 0 . mechanically fastened. ••0••• Slip Sheet(Optional):—One ply"VersaShield®Solo"'Fire Resistant Slipsheet, mer�l*001 ally fas0000d. 00000' Membrane:—"EverGuard®TPO"457mil to 80-mil or"EverGuard Extreme®TPO':SQWVW to 80imil,0 0 0;00• mechanically fastened. 00000 • 0 0 0 0 •••••• 00000 . 0 0 0 0 © 30164JLLLC 000.% 0.. The appearance of a company's name or product in this database does not in its;lf a were that00pr0oducts ;0000: so identified have been manufactured under UL's Follow-Up Service. Only those products beagTn0gthe UL ' Mark should be considered to be Certified and covered under UL's Follow-Up Service.Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions:1.The Guide Information,Assemblies,Constructions,Designs,Systems,and/or Certifications(files)must be presented in their entirety and in a non-misleading manner,without any manipulation of the data(or drawings).2.The statement"Reprinted from the Online Certifications Directory with permission from UL"must appear adjacent to the extracted material. In addition,the reprinted material must include a copyright notice in the following format: "© 2016 UL LLC". MIAMNWDE MIAMI-DADE 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.miamidadLgov/economy Kirsch Building Products,LLC. 1464 Madera St.#387 Simi Valley,CA 93065 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 faiviv• 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: Sharkskin Roof Underlayment Systems ..... ...... . . ..... LABELING: Each unit shall bear a permanent label with the manufacturer's narno or4o*go,cii!3,Wfe and following statement: "Miami-Dade County Product Control Approved",unlera ftwise noted .' . . . m . ...... ere . ...... RENEWAL of this NOA shall be considered after a renewal application has bee%tle`(tand the erg has Lee.: been no change in the applicable building code negatively affecting the performance of this prbopet.; 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.09-1123.02 and consists of pages 1 through 8. The submitted documentation was reviewed by Jorge L.Acebo. - NOA No.: 15-0421.10 MIAMHDADECOUNTY Expiration Date: 07/14/16 APPROVED Approval Date: 07/30/15 Page 1 of 8 ROOFING COMPONENT APPROVAL Category: Roofing Sub—Category: Underlayment Material: Polypropylene TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Sharkskin Comp® 48"x 250' ASTM D226 A multi-layer laminated roof underlayment Manufacturing Type I or H comprised of a high-strength woven Location#1 polypropylene base with a UV&antioxidant protection bond layer and a slip-resistant top layer. Sharkskin Ultra® 48"x 250' ASTM D226 A multi-layer laminated roof underlayment Manufacturing Type I or II comprised of a high-strength woven Location#1 TAS 104 polypropylene core with a UV&antioxidant protection bond layer to both sides and a slip- resistant top layer. Sharkskin Ultra 48"x 250' ASTM D226 A multi-layer laminated roof underlayment Radiant® Type I or 11 comprised of a high-strength woven Manufacturing polypropylene core with a reflective barrier on Location#1 the underside and a W&j antioxi$int*• 660040 protection bond lay ftj?both sid;,s gnd j sl ip- to resistant top layer. 0 0 0 0 0 0 e 0; •• ;• Sharkskin Ultra SA® 48"x 125' TAS 103 A multi-layer laminated4of underlayment 000eee Manufacturing comprised of a high-strength woven .. Location#2 polypropylene core bef%een two layers of U V•• ••• &antioxidant protedt18$bbnd ar L4 j4Lf 00000 adhering underside and V•slip-resistant top '••••• layer. 0000.. MANUFACTURING LOCATIONS: ••• :•••.: 1. Ahmadabad,India ••.• e 2. Newburyport,MA EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Trinity I ERD K6550.08.07 TAS 114-C 08/20/07 K0810.12.05-R1 ASTM D1623 10/06/09 K3140.05.10 ASTM D1623 05/18/10 K6540.07.07-R2 ASTM D226 10/08/09 K6540.03.08-1 TAS 103/TAS 117-B 03/10/08 K6540.03.08-2 TAS 104/TAS 117-B 03/10/08 K9210.05.08-R1 TAS 103/TAS 104 11/13/09 ASTM D5147/ASTM D4798 KRS-SC7390.03.15-R3 TAS 103/ASTM D1623 07/09/15 NOA No.: 15-0421.10 MAMFDADE COUNTY Expiration Date: 07/14/16 HH.i p Approval Date: 07/30/15 Page 2 of 8 APPROVED SHARKSKIN SYSTEM ASSEMBLIES: Deck Type 1: Wood Deck Description: 19/32"or greater plywood or wood plank System E(1): Base sheet mechanically fastened to deck,subsequent cap membrane self-adhered. All General and System Limitations shall apply. Base sheet: One or more plies Sharkskin Ultra®applied in single coverage method parallel to the eave with minimum 4"horizontal laps and minimum 6"vertical laps applied as specified below. Fastening: Mechanically fastened with approved nails&tin caps spaced 6"o.c.at the 4" horizontal overlaps and 10"o.c.in a grid pattern having three,equally spaced, staggered rows in the field of the sheet. Ply Sheet: (Optional)Sharkskin Ultra SA®,self-adhered with minimum 2"horizontal overlaps and minimum 6"vertical overlaps.Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact.Remove the release liner as the membrane is applied. Membrane: Sharkskin Ultra SA®,self-adhered with minimum 2"horizontal laps and minimum 6"vertical laps.Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact.Remove the release liner as the membrane is applied. .... • • •ae• a..•a• When used in Tile roof systems the cap sheet shall be bac1?2W?edto desk with, • approved annular ring shank nails and tin caps at a maximum*101oo.c.at the site ..•.:. laps and 6"o.c.at the end laps. No nails or tin caps shall bwe;pmed • Surfacing: Approved for asphalt shingle,mechanically fastened roof 141'6 Town-adhe're8%of ' .i•. •sa• ee•e• tile,non-structural metal roofing,wood shakes&shingles pr.�l�tii roof pseiblies ••. as specified within the Roof System NOA. ..`..' Votes •••a•e Note: For tile roof assemblies,refer to RAS 118, 119 or 120 and:RO:i¢manufacturer's •• NOA. For foam-adhered tile roof assemblies,approved 0 use Ath 34.7'r.;e •••"• Component Foam Roof Tile Adhesive AH-160,Dow TILL;BOLD Root Tile :ease; Adhesive and Convenience Products Touch n' Seal StonnBond Tile AA 0s�ve� e ' NOA No.: 15-0421.10 MIAMPDADE COUNTY Expiration Date: 07/14/16 FRAM6111411 Approval Date: 07/30/15 Page 3 of 8 Deck Type 1: Wood Deck Description: 1"/32"or greater plywood or wood plank System E(2): Base sheet mechanically fastened to deck. All General and System Limitations shall apply. Base sheet: One or more plies Sharkskin Comp®or Sharkskin Ultra®applied as specified below: Fastening: For slopes 3.5 : 12(16.21)oreg�r ater: Shall be applied in single coverage method,parallel to the eave overlapping each course with a minimum 4"horizontal lap. Mechanically fastened with approved nails&tin caps spaced 6"o.c.at the horizontal laps and 10"o.c.in a grid pattern having three,equally spaced,staggered rows in the field of the sheet. For slopes 2.5:12(11.8°)to 3.5:12(16.2°Z Shall be applied in a double coverage method,parallel to the eave overlapping each course with a minimum 24"horizontal lap.Mechanically fastened with approved nails&tin caps spaced 6"o.c.within 4"of the bottom edge of the horizontal laps and 10"o.c.in three equally spaced,staggered rows in the field of the sheet. Surfacing: Approved for asphalt shingle,non-structural metal roofing,wood shakes V•• shingles or slate roof assemblies as specified within the Robf SVgi�m NOV.•• •••• • . • 0:0. .. .. 060:06 0 .... 0000•• 0000 0000 • • • • • • 0000 0000 0000• • • 0000•• • • 0000• • • •0.000 •• •• • 0000•• • •••••• • • • • • • 0000•• • 0000•• • • • • •• 0000•• 00 • 0000 • 0 • • • NOA No.: 15-0421.10 MIAMFDADECO• Expiration Date: 07/14/16 •• r Approval Date: 07/30/15 Page 4 of 8 Deck Type 1: Wood Deck Description: 1'/32" or greater plywood or wood plank System E(3): Base sheet mechanically fastened to deck. All General and System Limitations shall apply. Base sheet: One or more plies Sharkskin Ultra®applied as specified below: Horizontal Battens: Fastening:For slopes 3 : 12 141)or eater: Sharkskin Ultra shall be applied in single coverage method with the printed side up,parallel to the eave,overlapping each course with a minimum 4"horizontal laps and minimum 6"vertical laps. Mechanically fasten Sharkskin Ultra with approved nails&tin caps spaced 6"o.c.at the horizontal laps and 10"o.c. in a grid pattern having three,equally spaced,staggered rows in the field of the sheet in accordance with RAS 119.Install battens over Sharkskin Ultra in accordance with RAS 118. Counter Battens: Fastening:For slopes 3 : 12(141)or eater: Sharkskin Ultra®shall be laid horizontally in single coverage method with the printed side up,parallel to the eave with minimum 4-inch horizontal laps and minimum 6-inch vertical laps.Mechanically fasten Sharkskin Ultra with approved nails&tin caps spaced 6"o.c.at the horizontal laps and 10"o.c. in a grid pitlern having three,equally spaced,staggered rows in the field ofjhe sheet in&C"d3nce ...... with RAS 119.Install vertical battens in accordance with AS I It.A second ply •• of Sharkskin Ultra®shall be attached to the vertical battens Awf eiently to ho'1 in •••• • place until the horizontal battens are installed over-top in aee&dmce with MS ;•...; 118.The positioning of the fasteners holding the Sharkskin.011M.to the ttrtical ' battens prior to placement of horizontal battens shall not interfere with true,lfush ••: •• installation of horizontal battens.Vertical laps shall be min'mum 6-inch4ideand • shall break over a vertical batten to allow water to run away.f,pjp She center point of the vertical batten.Horizontal laps shall be sealed with btttyl'b$sed tape orother ....:. material specifically approved by Miami-Dade Product Control&Kirsc uticting ••• Products. •• •••• ' Surfacing: Approved for non-structural metal roofing,wood shakes&shingles or slate roof assemblies as specified within the Roof System NOA. NOA No.: 15-0421.10 MMMWADECOUNTY Expiration Date: 07/14/16 r Approval Date: 07/30/15 Page 5 of 8 Deck Type 1: Wood Deck Description: 19/32" or greater plywood or wood plank System E(4): Base sheet mechanically fastened to deck. All General and System Limitations shall apply. Base sheet: One or more plies Sharkskin Ultra Radiant®applied as specified below: Horizontal Battens: Fastening:For slopes 3 : 12 ,14°, or ,greater: Sharkskin Ultra Radiant®shall be applied with the reflective side up,parallel to the eave with a minimum 4"horizontal lap and minimum 6"vertical lap.Mechanically fasten Sharkskin Ultra Radiant®with approved nails&tin caps spaced 6"o.c.at the horizontal laps and 10"o.c.in a grid pattern having three,equally spaced, staggered rows in the field of the sheet in accordance with RAS 119.Install battens over Sharkskin Ultra Radiant®in accordance with RAS 118. Counter Battens: Fastening:For slopes 3 : 12(141)oregr ater: Sharkskin Ultra® shall be laid horizontally in single coverage method with the printed side up or Sharskskin Ultra Radiant'with the reflective side up,parallel to the eave with minimum 4-inch horizontal laps and minimum 6-inch vertical laps. Mechanically fasten Sharkskin Ultra®or Sharkskin Ultra Radiant®with approved nails&tin caps spaced 6"o.c.at the horizontal laps and 10"o.c.in a grid,p=rn having three,equally spaced,staggered rows in the field ofethe skeet in 3wordance 4669:e with RAS 119. Install vertical battens in accordance with IZA41;8. A sao%ncl ply • of Sharkskin Ultra Radiant®with reflective side facing down salt be attached to 4.4.4 the vertical battens sufficiently to hold in place until the hotfthM battens are :4 4 4 4: installed over-top in accordance with RAS 118. The position fn of the fast driers •4 • holding the Sharkskin Ultra Radiant®to the vertical batten :8 �o plac�emen4 of 6 ;•6• horizontal battens shall not interfere with true,flush installgt aij Of hori2phtal•• 000000 battens.Vertical laps shall be minimum 6-inch wide and shall hr kk over a vartical batten to allow water to run away from the center point of tae verf cal batten.9 see* Horizontal laps shall be sealed with butyl-based tape or othjr nlatgrial specs scally ;.... approved by Miami-Dade Product Control&Kirsch Buildingleroducts 6••;•4 4 • 44 Surfacing: Approved for non-structural metal roofing,wood shakes&shingles or slate roof assemblies as specified within the Roof System NOA. NOA No.: 15-0421.10 MIAMPDADECOtJNTY Expiration Date: 07/14/16 Approval Date: 07/30/15 Page 6 of 8 Deck Type 2: Steel Deck Description: Minimum 18-22ga.,Type-B,33ksi steel deck System E(5): Base sheet mechanically fastened to deck. All General and System Limitations shall apply. Base sheet: One or more plies Sharkskin Ultra applied in single coverage method,parallel to the eave with minimum 4"horizontal laps and minimum 6"vertical laps applied as specified below. Fastening: Sharkskin Ultra is attached to the roof deck with Miami-Dade approved corrosion resistant#10,#12 or#14 screws and metal stress plates. Screws shall engage the top flute of the steel deck and be of sufficient length for minimum%-inch penetration. Screws&plates spaced 6"o.c.at all laps and three staggered rows 10"o.c.in the field of the roll or as specified within the roof system approval. Surfacing: Approved for asphalt shingle,non-structural metal roofing,wood shakes& shingles or slate roof assemblies as specified within the Roof System NOA. 0000 0 0 . . 0000 666.0• 0000•• •• 0000•• • 0000•• • • • 0000•• 0000 0000 • • 0000 0000 0000• 0000•• • • 0000• • • 0000.• •• •• • 0000•• • 0000•• • • • • • • 0000•• 0000•• • • • o • • • • 0000•• • • NOA No.: 15-0421.10 MIAMFDADE COUNTY Expiration Date: 07/14/16 • , Approval Date: 07/30/15 Page 7 of 8 GENERAL LINIITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. Sharkskin Roof Underlayments shall be installed in strict compliance with applicable Building Code. 3. All Sharkskin Underlayments shall be applied to a smooth,clean and dry surface with deck free of irregularities.Deck shall be fastened in strict compliance with applicable Building Codes.All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 4. Sharkskin Ultra may be used in asphaltic shingle,direct-deck/batten wood shake&shingle, direct-deck/batten quarry slate or direct-deck/batten non-structural metal roof applications. 5. Sharkskin Comp may be used in asphaltic shingle,direct-deck wood shake&shingle,direct-deck quarry slate or direct-deck non-structural metal roof applications. 6. Sharkskin Ultra Radiant may be used in battened non-structural metal roof,battened wood shakes &shingles or battened slate roof applications. Sharkskin Ultra Radiant shall not be used as a tile,asphalt shingle,direct-deck wood shakes&shingle,direct-deck non-structural metal or direct-deck slate underlayment. 7. Sharkskin Comp or Sharkskin Radiant shall not be used as a roof tile underlayment or as part of a roof tile underlayment system. 8. The Sharkskin Ultra and Sharkskin Ultra SA two-ply underlayment system may be used in asphalt shingle,mechanically fastened tile,foam-adhered tile,wood shake&shingle,q u arty slate or non-structural metal roof applications. • . . 0000 0000.0 9. The standard maximum roof pitch for The Sharkskin Ultra and Sharkskin QUfa$A tw(aply • underlayment system shall be 5:12 for flat tile and profiled tiles with lugs,g6vwimum of 10: 000000 tiles per stack are allowed when loading tile on the underlayment. 006:000 0000.. • Battens shall be used for tile staging on slopes above 5:12. goes** •0.0 • • 10. Sharkskin Roof Underlayments shall not be applied over an existing roof sy t1'fh as a reCdfer application but may be applied as specified herein as part of an approved L$8r lymen:cyAin. 11. Sharkskin Roof Underlayments shall not be left exposed as a temporary roof for lVo :onger than 180 ... . days of application. 0 ' 0 0 . ..00:0 12. Sharkskin Roof Underlayments are components used in roof systems assegiblie0s. Roof 9�9tCfh assemblies are approved under specific Notice of Acceptance. Refer to Pr rel Roofing 0 :" System Product Control Notice of Acceptance for listed approval of this product with t� • specific prepared roofing assembly. 13. Sharkskin Roof Underlayments may be used with any approved roof covering Notice of Acceptance listings the Sharkskin product(s)as a component part of an assembly in the Notice of Acceptance. If Sharkskin Roof Underlayments are not listed,a request may be made to the Authority Having Jurisdiction(AHJ)or the Miami-Dade County Product Control Department provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance and fire testing results. 14. Flash vent pipes,stacks,chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 15. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved"or the Miami-Dade County Product Control Seal as shown below. CMILADA►DE CAUNTY ,...� i END OF THIS ACCEPTANCE NOA No.: 15-0421.10 MU4M142ADECCOM Expiration Date: 07/14/16 .••• , Approval Date: 07/30/15 Page 8 of 8 MIAMI-DADE COUNTY Mll"AM6 I PRODUCT CONTROL SECTION lro� 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Entegra Roof Tile,LLC 1289 NE 9a'Ave Okeechobee,FL.34972 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 AW (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 BuildingCode including the High Velocity Hurricane Zone of the Florida Building Code. *::*Go •''•" .699.. .. 6666.. DESCRIPTION: Bermuda Concrete Flat Roof Tile 690060 • 6666.. 6666 LABELING: Each unit shall bear a permanent label with the manufacturer's name or loge, eity, state6and follmrim . 6 statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein..6..6 .6666... .9.. 69 66 9 99.666 RENEWAL of this NOA shall be considered after a renewal application has been filed an;ftWi has b6eer oo chane the applicable building code negatively affecting the performance of this product. :""• . . 6666.. .9 . 6666 TER1 UNATION 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 NOA No. 14-1120.06 and consists of pages 1 through 6. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No. 16-0112.07 ��j°°��� Expiration Date:06/07/21 Approval Date:02/25/16 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a roofing system using Entegra Flat Concrete Roof Tile, as manufactured Entegra Roof Tile, LLC in Okeechobee, FL as described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code for High Velocity Hurricane Zone. For use in the locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be prepared as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Entegra Flat Tile Length= 16" TAS 112 Flat profile,interlocking,high pressure extruded Width= 10" Type 3a concrete roof tile equipped with two nail holes. Class III For mechanical,mortar or adhesive set applications. Trim Pieces 1=varies TAS 112 Accessory trim,concrete roof pieces ter use a� . 0000 . 000. w=varies hips,rakes,ridges a;d ra*y terp�jiatipns. .0 varying thickness Manufactured for ewhti6profile. '.: .000:9 098.06 0 0000.. 2.1 MANUFACTURING LOCATION "" "" 0 0000 0000 0000. 1. Okeechobee,FL 0 0000.. . . 0000. 0 0000.. 0000 . 0000.0 2.2 EVIDENCE SUBMITTED :00 0.. • . . . . . . 000060 •00000 Test AEency Test Identifier Test Name/Redort'. Data.0e0: 0• 9 0000 ---1 . Redland Technologies 7161-03 Static Uplift Testing '. 1ec. 1991 Appendix III PA 102&PA 102(A) The Center for Applied Engineering, 94-084 Static Uplift Testing May 1994 Inc. PA 101 (Mortar Set) The Center for Applied Engineering, 94-060A Static Uplift Testing March, 1994 Inc. PA 101 (Adhesive Set) The Center for Applied Engineering, 25-7094-2 Static Uplift Testing PA 102 Oct. 1994 Inc. (4"Headlap,Nails,Direct Deck,New Construction) The Center for Applied Engineering, 25-7094-8 Static Uplift Testing PA 102 Oct. 1994 Inc. (4" Headlap,Nails,Battens) The Center for Applied Engineering, 25-7094-5 Static Uplift Testing PA 102 Oct. 1994 Inc. (4"Headlap,Nails,Direct Deck, Recover/Reroof) The Center for Applied Engineering, 25-7183-6 Static Uplift Testing PA 102 Feb. 1995 Inc. (2 Quik-Drive Screws,Direct Deck) NOA No. 16-0112.07 Muaoaoe Expiration Date: 06/07/21 Approval Date:02/25/16 Page 2 of 6 2.2 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date The Center for Applied Engineering, 25-7183-5 Static Uplift Testing Feb. 1995 Inc. PA 102 (2 Quik-Drive Screws,Battens) The Center for Applied Engineering, 25-7214-1 Static Uplift Testing March, 1995 Inc. PA 102 (1 Quik-Drive Screw,Direct Deck) The Center for Applied Engineering, 25-7214-5 Static Uplift Testing March, 1995 Inc. PA 102 (1 Quik-Drive Screw,Battens) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II PA 108(Nail-On) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 PA 108(Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of screw Sept. 1993 vs.smooth shank nails The Center for Applied Engineering, Project No.307025 Wind Driven Rain Oct. 1994 Inc. Test#MDC-77 PA 100 Atlanta Testing&Engineering,Inc. R1.894 Physical Properties 4606 Aug. 1994 R2.894 PA 112 •••• •••�•� R3.894 :00 • Professional Service Industries,Inc. 39540011-1 Physical PropeW".. '.Veb 2004.:. PA 112 ...••• • Celotex Corporation Testing Service 520109-1 Static Uplift Te%tag•. .•••9Qec. l 998 . 520111-4 PA 101 "" "" ""' Celotex Corporation Testing Service 520191-1 Static Uplift Te::; •••4arch t44� PA 101 • Walker Engineering,Inc. Calculations Aerodynamic Multipllef March 2004:. Walker Engineering,Inc. Evaluation Calculations 25-7094 •• :'•'*teb 19 .6•• Walker Engineering,Inc. Evaluation Calculations 25-7496 •• .••:April 1996 . Walker Engineering,Inc. Evaluation Calculations 25-7584 ISecember 25-7804b-8 1996 25-7804-4&5 25-7848-6 Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering,Inc. Evaluation Calculations Restoring Moment,Mg March 2004 Walker Engineering,Inc. Calculations Two Patty Adhesive Set System April 1999 Nutting Engineers 13343.1 TAS 112 05/06/08 American Test Lab of South Florida RT1210.02-15 TAS 112 12/17/15 NOA No. 16-0112.07 MwMNo�e COUN7Y Expiration Date:06/07/21 Approval Date:02/25/16 Page 3 of 6 3. LEwrATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications,a static field uplift test in accordance with TAS 106 may required,refer to applicable building code. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112,appendix`A'. Such testing shall be submitted to the Miami-Dade Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Entegra`Flat' Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County 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(lbfl Length-1 (ft) Width-w(ft) Entegra Flat Tile 9.7 1.33 -::333 ..... Table 2: Aerodynamic Multipliers -I(ft3) 0000►• s • Tile X (ft3) ..... gyp. Profile Batten Application DitUt Deck AJ 'Vlicatidfl: 000000 . • 0000• Entegra Flat Tile 0.189 00`00 0.206900 ••••• ...... • 01, Table 3: Restoring Moments due to Gravity- M9 (ft-lbl ` Tile 3":12" 4":12" 5":12" 6":1-2' •meter than Profile •• 7°:12" Entegra Flat Tile Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Deck Deck Deck Deck Deck 6.53 6.97 6.43 6.86 6.29 6.71 6.14 6.54 5.97 6.35 NOA No. 16-0112.07 MuuHJ APPR a couwrtr Expiration Date: 06/07/21 Approval Date:02/25/16 Page 4 of 6 Table 4: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15132" plywood) (min. 19132" plywood) Entegra Flat 2-10d Ring Shank Nails 30.9 38.1 17.2 Tile 1-10d Smooth or Screw 7.3 9.8 4.9 Shank Nail 2-10d Smooth or Screw 14.0 18.8 7.4 Shank Nails 1 #8 Screw 30.8 30.8 18.2 2#8 Screw 51.7 51.7 24.4 1-10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Clip) 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Clip) 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip) 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Clip) 2-10d Ring Shank Nails' 50.3 65.5 48.3 1 Installation with a 4"tile headlap and fasterners are located a min. of 2Y2"from head of tile. .... Table 5: Attachment Resistance Expressed as a Moment Mf'(ft-Ibf) ••• • for Two Patty Adhesive Set Systems •' Tile Tile Application Minimum Adechment-Repistarece Profile •••• •••• ••••• Ente ra Flat Tile Adhesive ..•..61.33:""' ..... 2 See manufactures component approval for installation requirements. •••••• • 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. • """ 3M'"2-Component Foam Roof Tile Adhesive AH-160. Average weight per patty 8 ran*. .•. :....: Table 6: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Entegra Flat 3M'"2-Component Foam Roof Tile Adhesive AH-160 118.94 Tile 3MT"2-Component Foam Roof Tile Adhesive AH-160 40.45 4 Large paddy placement of 45 grams of 3M°"2-Component Foam Roof Tile Adhesive AH-160 5 Medium paddy placement of 24 grams of 3M'"2-Component Foam Roof Tile Adhesive AH-160 NOA No. 16-0112.07 Mwr�inE►oe couNr�r Expiration Date: 06/07/21 Approval Date:02/25/16 Page 5 of 6 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below or following statement: "Miami-Dade County Product Control Approved". ENTEGRA FLAT TILE LABEL(LOCATED ON UNDERSIDE OF TILE) BUILDING PERNIIT REQUIREMENTS: As required by the Building Official or the applicable Building Code in order to properly evaluate the installation of this system. This Notice of Acceptance on its own cannot be used to obtain a building permit. PROFILE DRAWING ENTEGRA"FLAT" CONCRETE ROOF TILE 16' see* • . . . .• a sees ease.. .. • ... . • . . 0.0.00 •. •000.0 .0000. 0*00 . .. •000 .•s•• .... . . . ..... ...see 10' as •0 • ...... ...... FIELD TILE • • :""' • • • • • •.see• j= 16' " 0 10' THICK BUTT TILE END OF THIS ACCEPTANCE NOA No. 16-0112.07 APPROVED Mu►ht�•DADe COUNTY Expiration Date: 06/07/21 Approval Date:02/25/16 Page 6 of 6