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RF-16-169 1 � Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone:(305)785-2204 Fax:(305)7564972 Inspection Number INSP-261369 Permit Number. RF-1-16-169 Scheduled Inspection Date: May 10,2016 Permit Type: Roof Inspector: Mesa,Michael Inspection Type: Final Roof Owner. Work Classlflcatlon: Tile/Flat Job Address:90 NE 81 Street Miami Shores,FL Phone Number Parcel Number 1131010200010 Project <NONE> Contractor: CONTRERA ROOFING CORP Phone:(305)389-0228 Building Department Comments RE-ROOF TO BORAL CONCRETE TILE(1877SQT TILE), Comments 460 SQT FLAT INSPECTORCOMMENTS False Inspector Comments Passed Failed Correction D Needed Re-inspection Fee No Additional inspections can be scheduled until re-inspection fee is paid 5 May 09,2016 For Inspections please call:(305)7624949 Page 6 of 25 1 � Florida International Engineering and Testing Lab LLC, Tole' Ee 7500 NW 25 Street,#241,Miami, FL 33122 FLORIDA INTERNATIONAL ENGINEERING Telephone:(305)378-1991-Fax: (305)378-1997 &TESTING LAB INSIGHT-INNOVATION-INTEGRATION Miami-Dade Lab Certification#07-0612.11-State of Florida ca#27273 --------------------------------------------------------------------------------------------------------------------- pp SITE SPECIFIC INFORMATION Owner's Name: t:> v Job Address: 1 J�- t Roofing Contractor: C-094 1 Permit Number: (a �� Type of Tile: FLA.T I 46:r Approximate Roof Height: feet Slope: �' ' VZ Approximate Square Footage: IAEyitZ Type of Access to Roof: ✓ Ladder Other Required T ting Force: 35 lbs. Testing Equipment: F.G.E.1 0x him o Instrument r -------Date Installed: Do Date of Inspection: ---------- b t ------� ,z-- -'�- - -� ----------------- -------------------------------------- TEST RESULTS P=PASS,F=FAIL Test P or F Test P or F Test P or F Test P or F Test Por F Location Location Location Location Location 1 21 41V4461MIK281 2 22 42 62 82 3 23 43 63 83 4 24 44 64 84 5 25 45 65 85 6 26 46 66 86 7 27 47 67 87 8 28 48 68 88 9 29 49 69 89 10 30 50 70 90 11 31 51 71 91 12 1 32 52 72 92 13 33 53 73 93 14 34 54 1 74 94 15 35 55 75 95 16 36 56 76 96 17 37 57 77 97 18 38 58 78 98 19 39 1 59 79 99 20 40 1 60 80 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION Perimeter Width: ft RESPECTFULLY SUBMITTED BY: Area Units or fe No.of Tests Perimeter D AA'> Field .�— Corners Hips&Ridges Vinayagar M.Balakrishnan V 'r—/A 1 State of Florida Lie#63107 FLORIDA INTERNATIONAL ENGINEERING&TESTING LAB,LLC job Address: Contractor• C-AD b LTn.�1�:1�. %�t t�►L G. Sketch of Roof (NTS) b l+ a • 4 ♦ f •• I lid /000 ♦ I Q Y 4 iw w 4 Y � A Notes Miami Shores Village , 10050 N.E.2nd Avenue NE , Miami Shores,FL 33138-0000r � ge Phone: (305)795-2204 Ow Expiration: 08/15/2016 Project Address Parcel Number Applicant 90 NE 91 Street 1131010200010 EQUITY TRUST CO CIO RONALC Miami Shores, FL Block: Lot: Owner Information Address Phone Cell EQUITY TRUST CO C/O RONALD A FL 10274 Sandy Cay Lane West Palm Beach FL 33412- Contractor(s) Phone Cell Phone Valuation: $ 15,000.00 CONTRERA ROOFING CORP (305)389-0228 Total Sq Feet: 2337 Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF TO BORAL CONCRETE TILE(187 Inspection Type. Classification:Residential Up Lift Report Scanning:5 Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-1-16-58407 CCF $9.00 01/21/2016 Check#:73622 $50.00 $798.00 DBPR Fee $4.50 DCA Fee $4.50 02/17/2016 Check#:73674 $798.00 $0.00 EducatioRurcharge $3.00 Bond#:2988 .,-, Permit F New Roof $300.00 Scannin $15.00 �J Technology Fee $12.00 Total:lF; $848.00 In considgrgtion of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertainingAereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting.'I�is permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required f6i"ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS[-AF *hZn :-AFthat all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and re,I authorize the above-named contractor to do the work stated. t,-' February 17,2016 Aphorized tura. er / Applicant / Contractor / Agen ate Builcjng Department Copy February 17,2016 1 i Miami Shores Village Building Department JAN 21 2095 1 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 - INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC20 ( 4 BUILDING Master Permit No. QF, 1(" PERMIT APPLICATION Sub Permit No. F-1 BUILDING ❑ ELECTRIC �OOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP - q CONTRACTOR DRAWINGS Q JOB ADDRESS: 7 D N c—: 1 1 S s�� City: Miami Shores County: Miami Dade Zip: 3131 .3 IR Folio/Parcel#: // ^ 3/O/- azo-00/n Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): nblQld ©R V� Phone#: 90 i�'fol�," 7r3 ZV Address: 1,02-74`` ``'''� // �//5a _ fna.Gf ZZLn� City: (AJ 1'Gt/YY1 64 State: JC71L Zip: 33412_ Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: d C4 �r2 ra fo 0A,Q Phone#: 30S• _573 ' Address: A , /4(1 ��� 7 City: 1 r�akill State: r-L' Zip: 3� Qualifier Name: 20b¢rf Corifir2% 5 Phone#: State Certification or Registration#: C r C (g$7777 73 Certificate of Competency#: , DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ /Si 00 0 Square/Linear Footage of Work: T" Type of Work: ❑ Addition L❑"Alteration El ElNew F-1 Repair/Replace [:1 Demolition Description of Work: e- d TO f OS&raln cm�. ' t � ® C T '90 FLAT)- Specify color of color thru tile: s "It i 1 Submittal Fee$ Permit Fee$ CCF$ �t� CO/CC$ Scanning Fee$ `�J C-0 Radon Fee$ ' DBPR$ `t '�� Notary$ _ Technology Fee$ j -C�Q Training/Educatlon Fee$ 3 OCA Double Fee$ Structural Reviews$ Bond$ � ` TOTAL FEE NOW DUE$ c �2 p (Revisedo2/24/2014) -19(@ r r 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. Signature 6;& Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of <11A u .-c ,20 J(,, ,by ''day of Un jdf&g��y ,20 l fe .by w 1s personal)> own to whQ is per a y no , to me or who 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: NOTARYPUBLIC: Sign: Sign:. S Print: �' Print: t hl- nnn Seal: QUIDA JACOBS Seal: ` QUIDA JACOBS MY COMMISSION#FF43855 MY COMMISSION#FF43855 EXPIRES:August 14,2017 & EXPIRES:August 14,2017 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami-Dade County Pagel of 8 K3, * ;R ' I I Address Owner Name Folio SEARCH: 90 NE 91 ST Suite Q PROPERTY INFORMATION Folio: 11-3101-020-0010 Sub-Division: EL PORTAL SEC 3 Property Address 90 NE 91 ST Miami Shores, FL 33138-2808 Owner EQUITY TRUST CO C/O RONALD A DAVIS IRA Mailing Address 10274 SANDY CAY LN WEST PALM BEACH, FL 33412 Primary Zone 1000 SGL FAMILY-2101-2300 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 http://www.miamidade.gov/propertysearch/ 1/21/2016 , a �. ,.. CONTRERA R ®®�IIVti CORP. ESTIMATES&CONTRACTS 144 N.E., 26 Street, Miami, FL 33137 Tel. 305-573-6604 State License#057793 Name: Ronnie Davis Phone:305-710-9565 Address: 90 N.E. 91 st State: Florida Cita: Miami Shores ._Zlp:33138 Date:175-16Re-roof Terms: Re-roofMle DESCRIPTION I. Obtain required building it from is ® s Building Dept. 2® Remove existing roof. 3. Replace all damaged wood In scia, and re-nail Wood sheathing up to new code. Install f paper tin capped per building code. . Install 3x3 metal drip edge aroundroof p0rinleter and apply asphalt primer. e Install all metal flashings over.pmpes and exhausts. 7. Install Galvanized metal in valleys hot mopped . S. Install Awaftex modified roof paper hot mopped as tile underlayment. g. Install BOrml concrete the with foams adhesive in fief and mortar in all hips and ridges. 10e Apply mortar cement to all ridge and gables. 11® Remove existing flat roof. 12. Replace all damaged wood. 13. Install 075 base sheet tin capped. 14. Install 1 layer of fiberglass ply IV hot mopped. 15. Install Ruberold modified r hot mopped as moral layer. 15. Haul away all debris from job site. Accepted • Print ignnture Aut1hOrIZed Signature J-111/"t Q Print Signature *Warranty is for a period of 10 years under normal conditions, and Includes labor and materials. NO acts of God, natural disaster (hurricane, tornado, flood, fire & earthquake) n s w 1 • 17. Pass all final Inspections. o *received I Payment Schedule: 25% contract signing *r ® e 2 % #30 installed 25% hot mop complete ®/o final Inspection Total c $15,000.00 >i l � ♦ wry f. ■ rl 1 f '••• ' •i1 : _ - - :• .:M1:• � r.f • .:.h ♦•:-•-: tl i.f:::. vM ♦'0� r f 1 ♦ • • - ■ '■ ani ." O �IWANNE■■ET .' ■���I�1■1■■1��■Ci�i■moi► /I■■■■i■■■■ orym MEN Now- �■�N■� I�1!�%■'■�� ■fir■i�li[s*''� 1111 ill tit 11 II��%■■■�i� ■■■■ MEN - ow NEI swomm"Wor �~■■■ I■11■til■tl■�■ ■���i����rl�;�!� �......t. ■■��� � �■Ai■■■■ ■■r-nm Irlm■■m■■■■■■■■■■■■■■■■ El+I i (lh'ilt!iNAl—DUDE I.UUlllrI[ x a ae a ♦ e 1/10/2016 90 NE 91st St-Google Maps p, .gle Maps 90 NE 91 St St n • • i • ...• y. • w 0000 + L r �.. Imagery 02016 Google,Map data @2016 Google 20 ft https:/Avww.googie.com/maps/place/9G+N E+91st+St,+Miami+Shores,+FL+33138/@25.8583921,-80.1956923,50m/data=!3m 1!1e3!4m2!3m 1!1sOx88d9bl845dea659d:Ox52041 e78aa824f43 1/2 . 777777 \• ..�" .�, 1�,` - / s �,r�t"` • � '•rte •..,"� ,.. , r � J.,,�y,. , t � ! ,, Wit- �. . '� .*�� � �;'i.i • _�` �'•,r, 1!'� -!'� k • 4 7 „;� . _� .••J may,, s • Al No '... ., -"'--` - �y •mow. Google .•- .• f O 1 . ••• • • •. 1 r ROOF""ENSUES AND ROOFTOP STRUCTURES Radda Bui ng Code 5th Edithm MM 4) High-Velocity Hunicane Zone Uniform Permit Application Form. i 1 ! Section C(Low Slope Application) Top Ply Fastener/Bonding Material: 1 FIN In specific roof assembly components and identify 1 ! manufacturer � Nkmiar 1 (If a component Is not used,Iderdify as OW) Surfacing ! Fasteners se Spacing for Andwffi Sheet Attachment System Manufacturer:U � Q.t1 9 O •'`°oc�Lap,#R"s oc 2 ! Field: Perimeter.Y--'oc 0 Lap,#Rows 4 @ V - 1 1 Product Approval No.: , ._ ! ! Design VVInd Pressures,From RAS 128 or Cdlculatioris Comer.--Y'oc Q Lap,#Rows @_Z-oc 1 1 . Q '� Number of Fasteners Per Insulatieon Board- PI: ! 1 ! Max.Design Pressure,from the specific product �.� Field Perimeter Comer , 1 approval system: Illustrate ! Components Noted and Details as Applicable: 1 Deck in T CantinuoWbodbl�ieatn Edge Termination,TgenFatioshfng CounterNasshing, 1 ,�: �la�woo d ming,Etc. 1 Gauge/Thickness: 511(0 Indicate: Mean Roof Height, Parapet Height, Height of Base ! Flashing, Component Material, Material Thickness, Fastener ! ' Slope: 11410 Type,Fastener Spacing or Submit Manufacturers Details that 1 1 Comply with RAS 111 and Chapter 16. , 1 Anchor/Base Sheet&No.of Piy(s): 1 1 � AnchorBase Sheet Fastener/Bonding Material: ! ! Insulation Base Layer. ! 1 , Base Insulation Size and Thickness:: Parapet ! Height 1 Baso Insulation FastenertBanding Materlah ! 1 Top Insulation Layer: A FT. , Top linsulatm Size and Thiokrtacs: NA00MV. Mears 1 ! Top Insulation on Fastener/Bonding Material: L4-7s Height ! 0 ' , Base Sheet(s)&No.of Piy(s): 4� x Z g 4 1 n 1 tom' i! Base Sheet Fastener/Bonding Material: ••• ••: • •• . . e - I f 4 tzf.. � 1 .. . . 3�t 3 D�rope�t. 1 Ply Sheet(s)&No.of Ply(s): iL `� •• • • ! 1 ! Ply Sheet Fastener/Bonding Material: •• ••: ':' .'. , 1 . . . . . . 1 Top Ply:MMENEE ! i i.'•i i i i i•'SDA BURMG'i CODE—01AL G,6th EMION(W94) _ f ! 0Atr r�..ice(nn:�rt REftV8u): ny > onhm .arzsr0.�zianr��to uccnw No faidw rm . T f ROOF ASSEM13UES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High-Velocity Hurdme Zone Uniform Permit Application Form. pec_Stee®sio®ed Roof sVSte eta Roof System Manufacturer: Notice of Acceptance Number. . O tZZ� . M Minimums Design Wind Pressures, if Applicable (f=rom RAS 127 or Calculations P2• P3. 100 o ��m S°®c"'� Rif Svste�s ®esc mt�®n Deck Type: i5t e7 PL4t4 woo p- RffSeType Undedayment p2 Insulation: tA A Fire Barrier: HA Ridge Ventilation? Fastener Type&Spacing: I- 114 �,c NA 1L IS 0 C. 4t sa A ('r ®L G,^p'S; Adhesive Type: ?M pt7(YfiD Type Cap Sheet: ® Mean Roof Height: _ -- Roof Covering: .5" N y ®® •• ••. • • .. Type&Size Drip (aA Edge: O ACLI V"1lw . .• . • . . .•. - .. •.• •. . • . .- . ... ... ... ... . .. . . . . . . . . . .. .• . . .. . - i i i•i i i jLORIDA BUILDING CODEM Edition (2094) -- %34 i i•'.i i i i i•'•i T t Ili ROOF ASS®ABUES AND ROOFTOP STRUCTURES Florida Building Code Sth Edition(2014) High-VelocitY Hurricane Zone Uniform Permit Application Form. Section E (ilia ZAIVIOMI For Momem based the system.&choose Cidw Method I or?Compare tie values form.with tle values from Mf.If the Mf wvlucs are grcatcr than or equal to the Mr value&for each arca of the mof.then the We attachment method is acceptable- Method I-Moment Based Tdc Calculations Per RAS 127- '�. 6x}�•�I7_L4 S: t ��i product Approval mf (P{ �.-. A;: ProolaeK Appmwad Mf 1 Approval Mf e Method 2"Simplified Tdc Calculations Per Table Bclow" Required Moneta of Resistance(Mr)From Tabic Below Product Approval M f rKr required Ilfioment Resistance' Man Roof Height� 16, 20+ 25' 30' 'mss Roof stere 42.2 36.5 3132 38.7 2:12 34A 39.8 34.4 36.0 37 r 3:12 322 37.3 52.2 33,6 3&1 4:12 30A �y 26A 30.1 31A 32� 5:12 30.6 SZA 6:12 264 250 28A 7.12 24A 25 8 27.i 28.2 30.0 ®Must be used in conjunction with a list of moment bgwd die systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based dk systems use Method..Compared the valucsfor F with thevaducs forFr.ifft F values are Fraterthan ore'qual to the Fr values. for each arca of the roof.then the tie attachrucat method is acceptable. Method 3"Moment Based We Cakuladons Per RAS 137" = x w:_ )- W. x cos t3 =Frt Product Approval F (Pt: x L product Approval F (p,; x L = x cos A =Fr.; Product Approval F (P3: Where to Obtain Information Description bol wuhEtooffindveering any PER based on ASCE 7 Design Pressure FI or P22 or P3 RAS 127 Table 1 rn by an engi Mems Roof Height H ob site Roof Slope 0 ob site A"O&jymllic x Product Approavi Restoring Monett due to Mr. product Approval Gravity Attachment Resistance M Product Approval Required Moment Resistance alcolatod Minimum Attachment •• F•i •• I-Pul •• Resistance • • • t Required Uplift Resistance Fr ated Average Tdc Wei Product Approval • • Lim i PminsK AE�mvv= • • Tie Dhmerrsiod! VP*width • • • • • All emkuWknw must be submitted to the building official at the time of permit application. ••• • • • • ••• • • 15.36 FLWIt)A7WILT9'Wtr CODE 6td Editlofi (2041-I•g' Hg : • • •• •• • • • •• •• ••• • • • 000 • 0 Pro— M MIAMI-DADE COUNTY ca a PRODUCT CONTROL SECTION DEPAR'rN1E\"T OF REGI I.ATOR4'A\D ECONOMIC RESOURCES RCES(RER) 11805 SW 26 Street.Room 208 Miami.Florida 5-2 804"A.ND CODE AD �II.\'ISTRATIO\DlN ISIO\ T(786)315-2590 F(786))31315-25995" /NOTICE OF ACCEPTANCE (NON) www.miamidade aov/economy Doral Roofing,LLC 7575 Irvine Center Drive,Suite 100 Imine,CA 92615 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(AW). 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 AW may immediately revoke,modify,or suspend the ut-e of suc:i-product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is detc t mired by Miami-Dade County Product Control Section that this product or material fails to meet the requirement-of the appl:cz�le building code. rhi�product is approval a;described herein,and has been designed to comply with the Florida Building Code including the-High Velocity Hurricane Zone of the Florida Building Code. -1DiSCRV-aGN: Saxony 900 Concrete Roof Tile ABELDjG: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has lin no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVER'T'ISEMENT: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 WA NNII be.*prOt4d4dso jhe user by the manufacturer or its distributors and shall be available for inspection at the joltlite ai tbeu�sfotlYe,Building Official. .. ... •• . • • .• This NOA revises NOA No. 12-0222.03 and consists of pages I through 10. The submitted documentation was reviewej by Alex Tigr. . •• • • • • • • NOA No.: 13-0723.05 •• • • • Expiration Date: 0626/17 Approval Date: 092013 ••• • • • ••• • • Page I of 10 • •• •• • • • •• •• ••• • • • ••• • • 1 1 ROOFING ASSEMBLY APPROVAL Roofing Roofing Tiles Sub-CAR1992�s Concrete m;jak---,teremww- Wood & Split Shake) Concrete Roof Tde,oas 1. SCOPE stem using Saxony 9�D (Slate, Shake For locations This NOA approves a sy FL. and described this Notice of Acceptance• Pressure rai Roofing LLC in Lake Waled applicable Building Code does not exceed the design Bo a in the installation section manufactured ined by PP listed manu nts as determined the values requirements S 127 using pressure req . RA where the Press maculations in compliance with stem. obtained by be done as a moment based sY lues all values shall attachment calculations herein. The a ESC ItDPi product 2. PRODUCT 'fest �9esc�r°—a-O21 LftSaaj b Sficati0nts �imems n—s Flat p high-pressure w A t " TAS 112 profile,interlocking, Sh-P 1= 17 extruded concrete roof till equ �with For direrdeck or Saxony 9p(D-State - - _ - , w= 13" two nail holes. set *hickness =1-5/32" nail-on,mom'�t or adhesive applications. ure interlocking,high-per TAS 112 Flat profile, with 1= 17" extruded concrete roof tits deck orbattened S3XIDy 9�-�Pl`t w= 13" two nail holes. For direct d 11 mortar set or adhesive set Shake thickness=1-9/32 nail-on,m surface available in 4 applications. Top different configurations: 1. Complete file brushed 2. Right half brushed(shown in drawing) 3. Left half brushed 4. No brush Flat profile,interlocking,high-pressure TAS 112 1_ I7" extruded concrete roof tits equippedwi Saxony th goo-Shake w=13" two nail holes. For direct deck or battened thickness= 1-9132" nail-on,mortar set or adhesive set applications. lona,concrete Accessory trim,boosted Barre TAS-112 roof pieces for use at hips,rakes,f ridges hd Trim Pieces W W;vii&: : : valley terminations manufactured varysa tli 0 . . ... the profile. . . .• • .•. ... .•. ... • •• N®A No.:13-0723-05 ••• • • • 000 • • i•i lExpiratioe Date* OV2617 Approval iDate. 09/2W13 Page 2 of 10 • •• •• • • • •• •• 2.1 MANUFACTURM LOCATION 2.1.1 Lake Wales,FL. Z.2 EVIDENCE SUBMITTED: Date ,ria lden�fle�. Lestl�lame�ea�rg Dec. 1991 T'—' 7161-03 Static Uplift Testing Redland Technologies TAS 102&TAS 102(A) May 1994 Appendix III 94-094 Static Uplift Testing The Center for Applied TAS 101 (Mortar Set) March, 1994 Engineering,Inc• 44-060A Static Uplift Testing The Center for Applies TAS 101 (Adhesive Set) Feb 1995 Engineering,Inc• 25Static Uplift Testing The Center for Applied -7183-6 TAS 102 Engineering,Inc. (2 Quik-Drive Screws, Direct Deck) Feb. 1995 25-7183-5 Static Uplift Testing The Center for Applied TAS 102 Engineering,Inc. (2 Quik-Drive Screws. Battens) March, 1995 25-7214-1 Static Uplift Testing The Cental`cr Applied TAS 102 Engineering:Inc. (I Quik-Drive Screw, Direct Deck) March, 1995 25-7214-5 Static Uplift Testing Tha Center )r Applied TAS 102 Engineering„Inc. (I Quik-Drive Screw, Battens) Dec. 1991 7161-03 Wind Tunnel Testing TAS 108(Nail-On) Aug. 1994 Redland,—.�. 'lnologiAppendix II Wind Tunnel Testing Letter Dated Aug. 1, 1994 (Nail-On)Redland Technologies TAS I08(N �il July 1894 P0631-01 Wind Tunnel Testing Redland Technologies TAS 108(Mortar Set) Sept 1993 Withdrawal Resistance P0402 Redland Technologies Testing of screw vs.smooth shank nails Oct. 1994 project No.307025 Wind Driven Rain Test#MDC-77 Physical Center for Applied TAS 100 Aug. 1994 Inc. ysis properties Engineering, RI.894 TAS 112 Atlanta Testing& .x.89$ : : .'. : : .•• Engineering,Inc. Dec. 1998 84• '.: :': •Sufic Uplift Testing Celotex Corporation TAS 101 March 1999 520111-4 Static Uplift Testing Testing Service Celotex CorporationTAS 101 • ' ' ' • • N®A No.:13-0723-05 • Testing Service • •. .. . . �spiratioa Date: X17 •• • • • • Approval®ate: 49126/13 page 3 of 10 y y 25-7094 February 1996 Evaluation Calculations 25-7496 April 1996 Walker Engineering,Inc- December 1996 Engineering-Inc, Evaluation Calculations 25_75 Walker Evaluation Calculations 25-725-7804b-8Walker Engineering,Inc. 25-7804-4&5 25-7848-6 March 1995 25-7183 January 2007 ineering,Inc. Evaluation Calculations Aerodynamic Multipliers Walker Engineering,Inc' Calculations April 1999 Walker Eng Evaluation Calculations Two Patty Adhesive Set Walker Engineering,Inc. System Due to Restoring Moments February 2007 Walker Engineering,Inc. Evaluation Calculations Gravity Jany 2007 130 TAS 112 Nutting Engineers �• LMTfAT'®NS of this acceptance- performed in accordance with 3.1 Fire classification�h�adhesive set le applications,a static field uplift test shall be pelf 3,2 For mo Certified Laboratory to perform quarterly test TAS 106. services of a Miami-Dade County submitted to the Building Code 3.3 Applicant shall_retain the serve appendix `A'. Such testing shall be in .accordance -vith TAS 112, pPe Applications Standards listed ��.mpliance office for review. compliance with the applicable Roofing PP 3.4 . Mir=imum ug.+trlayme shall be in comp unless stated motion 4.1 hcrrin. be installed perpendicular to the roof slope 3,$ . 30190 hot iriopp�underlayment applications may ublished literature- fiance with e underlayment material manufacturers p uirements shall be in comp otherwise by. applications. Minimum deck req .6 •fh:s acceptanca is far wood deck the applicable Building Code. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... ... ... ... . . . . . . N®A No.:13-0723-05 • •. •• • • •• • • 'IEgplratioin Datr 0V2611 •• • • • • • 0926(13 plyprovalPage 4 of 10 strict 11 be installed in stn nts sha N components 11T® d its Im INS•t' Roof Tile an 4. ncrete • hake Co 120. t5 ) 5 e&S h g and RA Saxony 900(Slate,Shake P RAS 118,RAS 11 . lord �.$ Sax Y Application Stan Roofing ' Roo S compliance with 4.2 Data For Attachment Calculations and®ZameesQ®rls txw) Table 1: Average 1eaglt( Wei w(ft) Tab Lengttl4(ft) filet ht (6b� 1.08 �fi� g 1 Tate P .5 .417 11 Saxony 900 it Shake Slate, Shake&S n6e:Muttapaes -t Table 2: AGO! nae ( ) �(�) . �( ) Direct �Cpl plication Tile Batten Application 0.313 profile 0.289 le Saxony 900 AAonierLifett S oke tate Shake&S lit Shake �� 3: Restoring Nl�nen�dere tc�� - $� a°':12'° ®r Table 5°°:12'° 6":12" --- .� "•12'° 4": greater x°-12 3 ' ns Direct rite Battens Direct Battens file 1 Dinact Battens Dim Dec>< oedc l Peo Deck Battens j-C�i�c� Battens Direct Battens Duk 7.55 6.46 7.34 S nY Deck � 7.91 6.82 7.74 6.65 1 900 7.08 8.03 6.97 Slate, 7.16 : . 8.1_ II e&Shak l Split l -. Shake •.• ••• . . • . . •• . •• . . . . . ... . .. .. .. . . . .. . ••• ... ... ... . •• • •' : : iration Date:N®A No.: 13-0723.05 Elp• • • • • • 04/26/17 ••• i• i• ••• :• ••• Approval Date: 09/26/13 page 5 of 10 ••• • • • • ••• • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • chore nt Resistance Exp ed as a Molvlealt • Atta . Table 4• n S sterns el-® or Na Sy sterns ns Direct ick Battens Fastener TYPO dick 4m in.19/32 Tile (min 15132 plywood) Profile plywood) 17.2 30.9 38.1 2_10d Ri Shank Nails 9.8 4.9 Saxony 900 Shank Nail 7 . 18.8 7.4 State,Shake&SPlit 1-10d Smith or,Screw 14.0 30.8 18.2 Shake 2-10d Smooth or Screw►Shank Nails- 30.8 51.7 24.4 #8 1 . Screw 51.7 24.2 2.#8 Screws 24.3 24.3 1-14d Smooth or Chew Shank Nait(Field 19 0 22.1 1-10d Smooth or C 19.0 trew Shank Nail(Save 34 8 35.5 35.5 2-10d Smooth or Screw Shank Nails(Field 31.9 32.2 li 2-10d Smooth or Screw Shank Nails(EaVe 31'9 CH a Moneent Mt(ft-1&a� Attar ressed � Resistance attydhe�siP�re Set Systems Application Minimum Attachment Tile File App Resistance _ t Profllz Ad31.3 hesive t�oniert ifcti10 52xony 900. State,Shake&SPI"d Snake- urerr►er►ts• 1 Semanu�ai tures com nit a eweight I for installatwn i 2 [ Chemical TdeSwid Average weight Per Pant 13.9 grate po Product,Inc-t�vgra a ht 8 rams. g g: Attachment Resestance Expressed as a Morris -Mt(ft-Ilaf� ` for Single Patty Adhes1V9 Set Systems Minimum 11 Attachment Tile Application Resistance Tile Pro ilems" - Pol 031,111,111 Pot Pro ;40.4 Monied ifetile Saxony 90 Pot oam Pot ProTb" Slate, Shake&S it Shake rams of Pot Proms. 3 e d meat of 45 Medium d lacement of 24 rams of Po! ProTdA• {g Ibf� as a Moment-Mf{ Table 7:Attachment for Moir Set Systems Minimum Attachment • • • :071b: ••• Resistance "q Tile •• i��®h .. . Profile • • 43.9 Nlonlerl•ifetile Saxony 900 .•• • MortarSlate, Shake&Split Shake ••• Of Tile Mortar .. •• . . . NoA No.: 13-0723,05 5. Tite-Tde Roo .. . . . . . •• . • • • • Expiration Date: 04126/1 Approval Date: 09/26113 6 8 10 ••• • • • • Or • • • • • • • • • • • • } t } 5. LABELING ifiable Markingoduct Control Approved-- of the manufacturer's name or logo as detailed 5.1 All tiles shall bear the imprint or ident below,or following statement:"Miami-Dade County Pr lia�� LABWALES FL PLANT) EL FORSAXON'�900'�'�S 9TILE UNDE A TH 6. BUIIIDING PERMIT Urns Copies of the following: Application for building permit shat 1 be accompanied by P 6'•g applicable building code in order to 6.fl.1 This notice of Acceptance- by the Building official or 6.12 A.iy.other documents req properly evaluate the installation of this system- . .. . . . . ... . . .. ... ... • . . . . . . . .. . ... ... ... ... . . . . • • : : : 13--07723. • • • . . N®A Na: 05 •• • . • • . • • • Elp,ration tate: 04!26/17 Approval!Date*. 09/2611310 pROFILEDRAWINGS m NAIL HOLES d r 1-5/32 (Slate) 7 COVERLOCK n 17 :. , . t3n UNDERLOCK SAD'ONYgoo-SLATE .. ... . . . . . .. • • • . • • . . • • ••' ' . ' •• • : : : NOA No.: 134723.05 ••• • • ••• • ••• Expiration Date: 04/26/17 Approval Date: 09/26!13 (NOW) Page 0 of 10 • • • • • • • • • • � + s L HOLES - - -' 1-9/32'°(Shale, --�� 1/ h 13 n w 17 Note:Available foie b t eeFinishes 5. Complete a. :aal$brushed(shownin eBrawBng� �. Loft ha4 brushed !�. No brush SAXONY 904-SPL1'f'S11A M .. ... . . . . . . .. • . . . . . . • • • • • . • ... ... ... ... • •.i i • i .' • i NOA No.:13-0723.05 •.• • • • • i. i i Expiration Date: 04/26/17 Approvai Date: 09126n3 Page 9 of 10 a � � II' AIL HOLES 1-9/32"(Shak• 17 " t3 " SAXONY 900-SHAKE END OFTHIS ,ACCEPTANCE .. ... . . . . . .. • ... ..• ..• ..• . . . . . • • • • • • • • NOA Na:13-0723.05 .. . . . • . . . . • .. •• • • •.• • ••• Expiration Date: 0426/1 Approval Date: 09/26n3 Page 10 of 10 • • • • • • • • • • • •• •• • • • •• •• q MIAMI-DARE GOVNTY P1tODuCT GONTHi®B.SEGTgO�i �� 11 S05 SW 26 Strict_Room 208 Miami.Florida 33175- 499 DEPARTMENT OF REGULATOR'A�1®EG®rO1v1gG RESOURCES(RER) T(786)315-2590 F(786)315 BOARD�� ODE AD NOT� ®�ACCEPTANCE iSl01 ®N - --- ----- - - 3M Coetapany 0220-05-E-063M Center Building St.Paul,MN.55144-1040 SCOPE: applicable rules and regulations governing the use of construction materials. The This NOA is being issued under the app Having Jurisdiction(AH3). submitted has been revbe iewed and accepted by Miami-Dade ts H �g R-product Control Section to documentation su Authority in Miami Dade Count-and other areas tivhere allostated below.The Miami-Dade County Product Control Section This NOA shall not be valid after the expiration date rm in the accepted manner,the • and/or the AHd (in areas other than Miami Dade Cfails to�rthe the right to have this product (In Miami Dade County)quality assurance putpases. if this product or material or suspend the use or material tested for goal -expense of such testing and the AHS may immediately revoke.modify. manufacturer will incur the exp t to revoke this acceptance, if it is Product Control Section that this product or material fails to meet the requirements of such product or material within their jurisdiction. RER reserves the ri determined by Miami-Dade County of the applicable buildir*,zOde 1 with the Florida Building Code This prodaz: i:, approved as tune Zone of the Florida Building rein, and has been designed to comply including rhe High Ve.act_, tI DESCR*T-.0N:3MTm 2-Cc MPOnent Foam Roof Tile Adhesive AH-160 . - it shall bear a permanent label with the manufacturer's noted herein.ame or . city, state and following ��ement: M £ai- Product Control Approved',unless otherwise statement: nMiarrti-Dade County no change application has been filed and there has been RjLNE��AL cf this NOA shall be considered after�e endo mance of this product. .the appiicaale buii3jt� code negatively affecting pe F ngeinfar this NOA will occur after the expiration date or if there as an endorsement of any product,change in e TERMINATION °t 1 with any section of materials,use,and/or manufacture of theproduct terminate this NOA. Failure to comply sales,advertising or arty other purposes and removal of NOA. this NOA shall be cause for Florida, and followed by the ADM�-fISEMENT: The NOA number preceded by othe wards Mono the NOACouris displayed,then it shall be done expiration date may be displayed in advertising literature. If any P in its entirety. co of this entire NOA shall be provided to the Buser by the manufacturer or its distributors an INSPECTION'. A PY on at the�*sit®et the.request of the�Buil g shall be available for inspection • : •: i : 0 0 42.0 • cony ctl s�l.=h Vgh I I. This NOA revises NOA 13-452 at;d �gx-Sgefa, •• The submitted documentation was revie��Y ... ... : i : • •�..-.:�..�"'• N®!-X110.: 14-0805. ': i• • �' '�` i Expiration Date: 0$/10/17 •• • + . ! !r": • ••• Approval Date: 09AW14 a page I of 11 • Y • • •• • • •• •• • 000 0 • • •• •: EVIDENCE SUM : Test�t9M IR 22,121 (Date Te�v 'fest 1{dentie�' TAS 101 x#94-060 04/08/94 Center for Applied Engineering 257818-1PA TAS 101 12116(96 10/25/95 25-7438-3 SSTD I 1-93 25-7438 SSTD 11-93 11/02/95 25-7438-7 SSTD 11-93 12/12/95 25-7492 NB-589-631 ASTM D 1623 02101/94 Miles Laboratories Polymers Division 04130/93 9637-92 ASTM E 108 Ramtech Laboratories_Inc. 11/16/94 0I-6743-011 ASTM E 108 OI/16/95 Southwest Research Institute 01-673c)-062b[l] ASTM E 84 TAS 114 03/14/96 Trinity Engineering 7050.02.96-1 ASTM D 1623 ()4/18/12 P36700.04.12 TAS 101 02/21/12 P39740.02.12 TAS 123 Services 528454-2-1 TAS 101 10123/98 Celaex Corp.T�-stng 5284549-1 52845410-1 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 ONS. Assembly for fire rating- 1. m LIl@tI�T pre Raaf Tile Asse y ce.Refer to the p� of this acceptance- profiles. Fire classification is not part .ifl,flat,low.&high file prof I. F w 2. 3Mm 2-Component Foam Roof Tile Adhesive AH-160 sha11 solely be 1 mon Standard RAS 120. 3. Minimum undertay ment shall be in compliance with the Roofing App Hent Foam Raaf Tile Adhesive AH- 4. Roof Tile manufactures acquiring acceptance for the use of 3M�'2-Cam-with TAS 10 1 po 160 roof file adhesive with their file assemblies shall test a audit rdanc accordancewith the Florida Building Cade and +�. All products listed herein shall have a quality assurance Rule 61G20-3 of the Florida Adminisptivelode. .'. ." • • • • • • • NOA x w. 14-t6W-01 m� ': :• ' :. : • ' :. : : Explmtjon Date: MO/17 ,x ,.. �,. n .. . • . . . Approval Date:99/04/14 u nr Page 3 0€11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Table 1:Astl esiv a Placenaeat For lunch Generic'Fite Profile { I Minimum Paddy Contact ?�iniffin Weigher Gram i i Tile Profile Placement Detail i area 45-65 � Eave Course-Flat, HighLow.� � All Eave Coarse 17-23 sq.ionises i profilesi 17-23 sq. inches 45-65 #I 30 Flat,Law.High Profiles #2 10-12 sq. inches i Flat Profile ! 12-14 sq. inches r 30 #2 30 � Law Profile 17-19 sq. inches #2 1 High Profile ; 3'i;o pad dys: 8-9 sq. inches at ; 12r j 43 Flat,Loi;.High Profiles inches at j 4 head of tile 9-I 1 sq. I 4 ' overlap 2 Beads(1 each longitudinal 17 grams per bead i Tile} Two Piece i inches each i Two-Piece Barrel(Cap age}20-25 sq. ' bead 65-70 sq. inches 34 grams under pan Two Piece Barrel(Pan Tile) Twro Piece LARELINI'Ge . of the e County Product Control Approved" or the Miami- - - . 1.a roved prcxlucts�lFs`..ea herein shall be labeled and sMhalbear e imprint or identifiable marking AI pP manufactur't'�'•�e or logo and following statement. Dade Counev Product r Ontml Seat as shown below. - -Q ESQ-tTYI8EI�E : a installation of this BUILDING PERF rly evaluate th As required b;the Building Official or applicable building code in order to prope system. . .. . . . . ... . .. ... .. . . . .. . ... ••• ••. ... . • ' • • • NOA No.: 14-0805.01 •i i• • i• i • • i• i i �xph_ation Date: 05/10/17 } •• • • • • • Appro -9 Date:09104!14 page 5 of 11 ADHESIVE p,ACEmEN T DETAIL##2 «t•:t^t•:.+gF R'•a`i':rmret'. nat/I.ow Profile'file ---ip- °- Iv a minimum 2_. (50.8 1. Starting at the eave course,app �_ mm}x t0"(254 mm)x 1"125.4 mm)foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the the being set.Insure approximately 17(109.7 cm') '° ```'� 23 (148.4 cm-)square inch adhesive contact with the underside of the tile. a minimum 2-'(50.8mm) • .� 2. At the second course,apply' dd onto the x 7-'(177.8 mm)x 1--(25.4 mm)foam pa y. .r underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner.Insure approximately 10" (64.:5 cm)- 12(77.4 cm-)square inch adhesive contact with the underside of the tile. Medium Profile/Double pan'file Zzel r�u..jT-y,;aet�e•[P—iK• I a minimum 2� (50.8 evhPr•.�titnc I• Starting at the eave course,apply :s"y`4'�•:ae mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy positioned as shown under the onto the underlayment pan portion of the file closest to the overlock of the tie being set. approximately 17(109.7 cm"}— • ``° ` �` 23(148.4 em)square inch adhesive contact with the underside of the tile. 1 aminimum2 (50.8mm) 2. At the second course,appy onto the x 7"(177.8 mm)x 1 (25.4 mm)foam paddy underlayment positioned as shown under the pan �..t"oa�.i Portion of the file closest to the overlock of the tile being set. �Aya.:aar� 3. Continue in same manner.Insure approximately 12- (77.4 cm2)- 14(90.3 em)square inch adhesive contact with the underside of the tile. •• ••• • .(I Wuctions continued on next Pagel • •• • • • • ••• • •• ••• •• • • • •• • • 0:0 Or • • • • NOA No.: 14-0805-01 • . • • • . • • Expiration Date: 04/10/17 •• • • • • • • • • us,n4, •• • • • • • Approval Date:09/04/14 Page 7 of 11 ••• • • • • Or • • • • • • • • • • • • • •• •• • • • •• •• °3d=+ be.ei ''i a 1. On the eave course only.apply a minimum 2" (50.8 mm)x 10' (2 54 mm)x 1" (25.4 mm)foam paddy. onto the underlay ment positioned as sho�tin.under ' rib for flat rile or under the pan rcffy"': eO e ile for Io`� or high profile file closest Portionthe overlock of the tile being set.Leave ., 1 O I.b mm)up from the eave sxa�- gY r1� '~..- �. approximatcl} 4 { adhesive -- .�., edge free of foam to prevent the expanded ,ia y ce< !z d . ; from blocking the weep ho Insure 1., ..• '�•'�''r"i telt' I7-23 in`(109.7-148.4 cm-)of _- t�tl-�e- '%`" approximately derside of the file adhesive contact with the un 101.6 mm)x 4" (101.6 mm)x I" (25.4 Apply a 4" ( io�v 2. the underlayment just be ` mm)foam paddy onto positioned foam paddy the second course Zine F,a4 Low Profiie Tile under the strengthening rib for flat tile.or under the portion of the tile.closest to the underlock for i'�r9uo.pissci::ems Mt rg`g aacd'f =wr°e • 1» :a�� ����;� the second course the to be installed. Insure :� approximately 8-9 in(51.6-58.1 cm'-)of adhesive r w. . . .,� •-...� '•�:�°soca•ti a contact with the underside of the tile. Q�Lioraf �-�`���^'��� -�• '�`�`��_p w..''4 ued o�next pagQ� gnsft9 tion contiTr Ile "cave Madium PrafaloT to •• • .• i• i•• • i• i i ExpiratiOu ate: osn o/17 •• • ID• • • • Approval Date:09/04/14 Page 9 of I I ADHESIVE PLACE `'T DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Paan)Tile 1. Starting at the cave course.apply a minimum 2" 1)phwewwt9h adheSket*8CMe" to 7QSC;.�n. SUPP� ca"M (50.8 mm)x 10"(254 mm)x I""(25.4 mm)foam h,eoretaa � (when required)win,the +we. % paddy onto the underlayment positions as 2t Turn •ptaeadh inunder two adjacent p / shown an tiles. Support cave to t in.frorn outside edge of cover we Th"1nstalitMOe.Ea mm 20 to �° tiles from rocking until adhesive has a chance to 2 s q.m•C - cure. - 2. Continue in same manner bringing two pan courses up toward the ridge.Insure 6 cm` ,. 451. ) roximatels 65{4I9.4 cm`} _70{ aPP rse id soars inch adhesive contact with the uncle of the pan tile. Sheathing • 3. Turn covers upside down exposing the underside (-.flarshav nO of the tile. Apply a minimum F(25.4 mm)x 10- e ftsdaftwa (254 mm)head of adhesive directly on the inner iZen+•vatorP�'onof�'<:a.��asse�r:ae.asuttose� � edge of each side of the cover tile.Leave p�,t�es�nnaeaveeaaofparna++drtiiesar•fsl+ateaviirre approximately 3X'(19 mm)to 1"'(25.4 mm) from the outside edge of the tile,inward,free of .-wopk,,e 1la"W-High pronleTile foam to allow for expansion. 4. Turn cover file over after foam is applied and place onto pan file course.Insure a minimum of 20(129 cm`)-25(161.3 cm-)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.27'(50.8 mm)x 47(101.6 mm)nailers or the to wire system using galvanized,stainless steel,or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE .• ... . . . . . .. . .. . . . . ... . Or .. ... .. . . . .. • • • • • • • • Expiration Date: 03/10/17 •• • • • • • • • • � oe Approval Date:09/04114 Page 11 of 11 ev • • • • ••• • • • • • • • • • • • • •• •• ••• •• • • • •• •• • • ••• • • i MIAMI MIAA•II-DADS COUNTY e PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND EC.ONOAIIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE(NOA) www.miamidade.eov_economv CAF j 1 Campus Drive Parsippany,NJ 07054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(in Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. i DESCRIPTION: GAF Ruberold®Modified Bitumen Roof System for Cementitious Wood Fiber Decks. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA V8!1M2q.7.3$fid canlisVdf pages I through 16. The submitted documentation was reviewedoly Joete' .:Aldo.•. *00 ... ... ..• • . . . . . . • • • FO * • • • •• .• .• • • NOA No.: 15.1001.06 Expiration Date: 11/06/18 • • . Approval Date: 11/05/15 • • • • • • • . Page 1 of 16 ROOFING SYSTEM APPROVAL Catmer-y: Roofing Sub-Category: Modified Bitumen Material: APP/SBS Beek TvrA: Cementitious Wood Fiber Maximum EMbs Pressure: -82.5 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description 39.3?' ASTMD2178 A smooth surfa<xd asphaltic ply sheet GAFGLAS Ply 4 p p (1 meter)Wide reinforced with fiberglass mat. Tri-Ply®Ply 4 39.37" ASTM D2178 A smooth surfaced asphaltic ply sheet (1 meter)Wide reinforced with fiberglass mat. GAFGLAS® 39.37" ASTM D2178 A smooth surfaced asphaltic ply sheet FlexPly`6 (I meter)Wide reinforced with fiberglass mat. GAFGLAS®#75 Base Sheet 39.37' ASTM D4601 . Type II asphalt impregnated and coated glass (1 meter)Wide mat base sheet. Tri Ply®#75 Base Sheet 39.37" ASTM D4601 A smooth asphaltic base or base/ply sheet (I meter)Wide reinforced with fiberglass mat. GAFGLAS®#80 Ultima 39.37" ASTM D4601 A smooth asphaltic base or base/ply sheet Base Sheet (I meter)Wide reinforced with fiberglass mat. GAFGLAS®Stratavento 39.37" ASTM D4897 A smooth surfaced asphaltic perforated Eliminator'Perforated (1 meter)Wide venting base sheet reinforced with fiberglass Venting Base Sheet mat. GAFGLAS®Stratavene 39.37" ASTM D4897 A smooth surfaced asphaltic nailable venting Eliminator'r'Wailable (1 meter)Wide base sheet reinforced with fiberglass mat. Venting Base Sheet Bottom side surfaced with granules. Ruberoid*SBS 39.37" ASTM D6163 A smooth surfaced torch applied SBS base or Heat-Weld 25 (1 meter)Wide ply sheet reinforced with a fiberglass mat. Ruberoid*SBS Heat-Weld 39.37" ASTM D6164 A smooth surfaced torch applied SBS base or Smooth (l meter)Wide ply sheet reinforced with a polyester mat. Ruberoido SBS Heat-Weld 39.37" ASTM D6164 A granule surfaced torch applied SBS cap Granule (1 meter)Wide sheet reinforced with a polyester mat. Ruberoid®SBS Heat-Weld 39.37" ASTM D6164 A fire retardant granule surfaced heat-welded 170 FR (1 meter)Wide SBS cap sheet reinforced with a polyester mat. RuberoidO SBS Heat Weld 39.37' ASTM D6164 A granule surfaced torch applied SBS cap Plus (1 meters Jdida, . . . . . 14eet reinforced with a polyester mat. Ruberoid®SBS Heat-Weld 39*I7" .: .A$71439W'A fire retardant granule surfaced torch applied Plus FR (1 metmo VJid; .1913S cap sheet reinforced with a polyester mat. .. . . . . . . . . • •• •• • :• • • NOA No.:15-1001.06 Expiration Date: 111)6118 Approval Date: 11/)5115 •.• • • • • •.• • • Page 2of16 • •• •• • • • •• •• i Membrane Type: APP/SBS Heat Weld Deck Type 5: Cementitious Wood Fiber,Non-Insulated Deck Description: Cementitious Woad Fiber System Type E(1): Anchor sheet mechanically fastened All General and System Limitations shall apply. Anchor Sheet: Install one ply of GAFGLAS*#75 Base Sheet,Tri Ply®#75 Base Sheet,GAFGLAS* #80 Ultima`"Base Sheet,GAFGLAS*Stratavent*Eliminator'"Nailable Venting Base Sheet,RuberoidO SBS Heat-Weld 25,Ruberoid*SBS Heat-Weld Smooth,Ruberoid*20 or Ruberoid*Mop Smooth mechanically fastened with i.r brill-Tec'Locking Impact Nail fastened at 9"o.c.at the 3°side lap and in two 12"o.c.staggered rows in the field. Ply Sheet: One or more plies of GAFGLAS®Ply 4,Tri-Ply"Ply 4,GAFGLAS*FlexPir 6 (Optional) or GAFGLAS*#80 Ultima'Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Membrane: One or more plies of Ruberoid*Torch Smooth,Tri-Ply'TP-4,Ruberoid®Torch Granule,Ruberoid®Torch 180,Tri-Ply®TP-4G,Ruberoid*Torch FR,Ruberoido SnergyCar Torch Plus FR or Ruberoid* EnergyCar Torch Granule FR torch applied according to manufacturer's application instructions. or One or more plies of Ruberoid®SBS Heat-Weld 25,RuberoW SBS Heat-Weld Smooth, Ruberoid'*SBS Heat-Weld Granule,Ruberoid*SBS Heat-Weld 170 FR,Ruberoid*SBS Heat-Weld Plus,Ruberoid*SBS Heat-Weld Plus FR or Ruberoid*EnergyCar SBS Heat-Weld Plus FR applied according to manufacturer's application instructions. Surfacing: Optional on granular surfaced membranes;required for smooth membranes. Chosen components must be applied In accordance with manufacturer's instructions.Any coating listed below used as a surfacing must be listed with a current NOA. I. Gravel or slag applied at 400 lbs./sq.and 300 lbs./sq.respectively in a flood coat of Approved asphalt at 60 lbsJsq. 2. GAFGLAS*Mineral Surfaced Cap Sheet,Trl-Ply*Mineral Surfaced Cap Sheet or GAFGLAS*EnergyCar BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. 3. Topcoat*Membrane,Topcoats MB Plus(to be used as a primer with Topcoat* Membrane)or Topcoat*Surface Seal SB applied at 1 to 1.5 galJsq. 4. A fibered aluminum coating applied in accordance with manufacturer's application instructions. Maximum Design •• ..• • • . . • .. Tressure: -82.S .(See General UnMo$4 �. '.• .. .•. .. 0.0 • . •. . ... ••• ••• ... . . . • •• . . . • • - NOA No.: 15-1001.06 Expiratiou Date: 11/06/18 •i• i i i i 000 Approval Date: 11/05/13 i i • i iii i i • i Page 14 of 16 • •• •• • • • •• •• Membrane: SBS/SBS Cold Applied Deck Type 5: Cemendtious Wood Fiber,Non-insulated Deck Description: Cementitious wood fiber System Type E(2): Anchor sheet mechanically fastened All General and System Limitations shall apply. Anchor Sheet: Install one ply of GAFGLAS®#75 Base Sheet,Tri-Ply®#75 Base Sheet,GAFGLAS® #80 Ultime Base Sheet,GAFGLASn Strataven&Eliminator-Nallable Venting Base Sheet,Ruberoid®SBS Heat-Weld 25,Ruberoi&SBS Heat-Weld Smooth,Ruberoidn 20 or Ruberoid®Mop Smooth mechanically fastened with 1.8"Drill-Tec`Locking Impact Nail fastened at 9"o.c. and in two 12"o.c.staggered rows in the field. Ply Sheet: VneF(GLASO r more plies GAFGLAS�Pl ,Tri-Ply Ply 4,GAFGLASn FlexPly'�6, O Ilona #80 Ult: Rubcroid`s 20 Ruberoi+dn Mo Smooth Ruberoid® ( P nP Mop Smooth 1.5,Ruberoid'Mop Plus Smooth adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One or more plies of Ruberoid®30,Ruberoid®30 FR,Ruberoid®Mop Granule,Tri-Ply, SBS Modified Bitumen Membrane,Roo#Match-SBS Modified Granular,inter.Flex PRF,Ruberoid®Mo 'd®Mop Smooth 1.5,Ruberoid*Mop Plus Smooth, Ruberolde Mop PI Ruberoidn Mop FI A Ruberoid®EnergyCap"Mop FR,Ruberoid® Mop 170 FR or Ruberoi ergyCap 30 FR SBS Membrane adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-401bsJsq.or in MatrixTm 102 SBS Membrane Adhesive at an application rate of 1-2 galdsq. Surfacing: Optional on granular surfaced membranes;required for smooth membranes. Chosen components must be applied in accordance with manufacturer's Instructions.Any coating listed below and as a surfacing must be listed with a current NOA. 1. Gravel or slag applied at 400 lbs./sq.and 3001bsJsq.respectively in a flood coat of Approved asphalt at 60 lbs./sq. 2. GAFGLASO Mineral Surfaced Cap Sheet,Tri-PIy®Mineral Surfaced Cap Sheet or GAFGLAS®E.nergyCar BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. 3. Topcoat®Membrane,Topcoat®MB Plus(to be used as a primer with Topcoat® Membrane)or Topcoat®Surface Seal SB applied at 1 to 1.5 galJsq. 4. A fibered aluminum canting applied in accordance with manufacturer's application Instructions. .Maximum Design Pressure: -82.5 f.(See Generallimitsthjn#71, . .. . . . . ... . .. ... .. . . . .. . ... ... ... ... . .. . . . . . . . . . •• •• . • •• . • NOA No.:15-1001.06 Expiration Date: 11/06/18 ••• • • ••• • Approval Date: 11IMS . : V: : . : Page 15 of lb . ... V •• • . .. .. ... ... . . i • 4 1 )k GENERAL Lnv[1t moNS: 1. Fire classification is not part of this acceptance;refer to a current Approved Roofing Materials Directory for fire ratings of this product j 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.,or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment When applied in approved asphalt,panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped.If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12"diameter circles,24"o.c.;or strip mopped 8"ribbons in three rows,one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6"break shall be placed every 12'in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 121bsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psL 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of 275 Ibf.,as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested,are below 2751bf.insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required,as determined by the Building Official,a revised fastener spacing,prepared,signed and sealed by a Florida Registered Engineer,Architect,or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS I05 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117.Calculations prepared,signed and sealed by a Florida registered Professional Engineer,Registered Architect,or Registered Roof Consultant (When this limitation Is speeiffcally referred within this NOA,General Limitation#9 will not be applicable.) 8. All attachment and sizing of perimeter hailers,metal profile,and/or flashing termination designs shall conform to Rooft Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e. field,perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and corners). (When this limitation is specifically referred within this NOA,General Limitation#7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCERT e . .: .0: : : : . .. ... .. . . . .. . •.• 0:0 •.• •.• . .... . . . . . . .. . . . . •• •• . . .. . • I NOA No.:0-1001.06 Expiration Date: 11A)6/18 Approval Date: 11IMS • ••.• Page 16 of 16 . . . . . . . . . . •• •• . . • •• .. ... . . . ... . . f RUBER01V MOP PLUS GRANULE FR MEMBRANE u Formerly RUBEROID®Nbp FR Description Advantages(Continued) RUBEROIDO Mop Plus Granule FR •Durable—Specially formulated Membrane is a premium,heavy-duty, modified asphalt gives fire-retarding modified bitumen morn- RUBEROID®Mop Pius Granule FR brane manufactured to stringent GAF Membrane lasting performance. specifications. Its cue is a strong, • RUBEROID•Mop Plus Granule resilient non-woven polyester mat FR Membrane is backed by GAF, that is coated with an inherently fire- a company with over 125 years in retardant SBS polymer-modified the roofing business. asphalt and surfaced with mineral .Available with black or white granules. granules. Uses 'See applicable guarantee for complete coverage RUBEROID®Mop Plus Granule FR and restrictions. Membrane is designed for new roof- ing oof ing and reroofing applications where Meets ASTM D6164,Type II.Grade G long-term roof system performance FM Approved is specified. ICC ESR-1274 Advantages Miami-Dade County Product Control Approved •System guarantees are available State of Florida Approved for up to 20 years.* Texas Department of Insurance •No coating required for Class A uL/ULC Classified ratings from UL and FMRC. City of Los Angeles Report#2527 •Light wekjh"nslalled premium roof deigns weigh less than 3 pounds her square foot(14.6 kgW). •Resilient--RUBEROID®Mop Plus Granule FR Membrane's Roll Size 1 square heavyweight polyester mat core (107.52 gross sq.ft.)(9.99 rr?) allows it to resist splits and tears Roll Length 32.56(9.92 m) due to its pliability and elongation Roll Width 39.625°(1.0 m) characteristics. Approx. Roll Weight 103.7 lbs(47.04 kg) Product Thickness 0.155°(3.9 mm) This product meets or exceeds the follow ft ASTM D6164,Type II,Grade G,minimum requirements: W T-11110, Tensile Strength®0oF(It)jn),111/i j �J*8SI47 100 Elongation 0 0°F(min)*lko ••• •• • AST91 155147 20 Low Temperature Flexibility(max),of ASTM D6147 0 Tear Strength(min),Jbt j j ••ASTN85*4-A 70 Dimensional Stability,•(•4%• :. : .AtT4;5j4j 1 ••• • • • • ••• • • 02015 GAF 7/15 : ••: : :.'.: gaf.com • 1-8004tOOF-411 ... . . . •.. . . A n r SECTION 1-5.24 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope.As it pertains to the section,it is the responsibility of roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of the section.The provisions of Section R44402 govern the minimum requirements and standards of the industry for roofing system installations.Additionally,the following items should be addressed as part of the agreement between the owner ant the contractor.The owner's initial in the designated space Indicates that the item has been explained. 2. _N ID__.__Renafling wood decks:When replacing roofing,the existing wood roof deck may have 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. LP—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 ding may not be acceptable.This provides the option of maintaining the appearance. & Y J Overflow scuppers(wait outieftj: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. /Agee n#tgire ate 11 Contractor Signature— Date q a Aje 9 t S)` Property Address Permit Number Revised on 7/9/2x09 LD;07/01/2015; •. . .. .. ..•. .. . • .. • . •. •. ••• • •. . ..• ... . . ••• ••• ... ... . ••• • • • • ••• • • • • • • 00 • • • • •