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RF-17-2718 (3) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores,FL. Phone: (3`05)795-2204 Fax: (305)756-8972 Inspection Number: INSP-292321 Permit Number: RF-11-17-2718 Scheduled Inspection Date April 24, 20.18 Permit Type: Roof Inspector: Naranjo, Ismael Inspection Type: Final Roof Owner: MELYNDA BOUTCHER HADAD, Work Classification: Tile/Flat DAAl11C1 75- .JAr1Ar% _ Job Address:9820 NE 5 Avenue Road Miami Shores, FL 33138=2466 Phone Number Parcel Number 1132060172030 Project: <NONE> Contractor: ACE PROPERTY SERVICES CORP Phone: 305-598-1700 Building Department.Comments RE-ROOF TILE TO TILE& RE-ROOF NEAR DETACH to ctio Passe Comments FLAT WITH TAPERED INSULATION. INSPECTOR COMMENTS False I AF t Inspector,Comments Passed 'Failed Tile Uplift on file Correction Needed 1 Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 April 23,2018 Page 5 of 35 SgOREs Miami shores Village �mail Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �ORiDA Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit# f DATE: R ! INSPECTION AFFIDAVIT I S licensed as a Contractor/ ngineer/Architect, (Print name and circle License Type) FS 468 Building Inspector License#: C-CC O On or about 3 , I did personally inspect the roof deck nailing (Date&tim work at S (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Bas on 3.844 F.S) Signatu State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this day of <n.-j Zo I Sr . ;;+?~ Notary Public, Sate of Florida at Large •= NATIANA VEGA MY COMMISSION#t3C3003711 EXPIRES Juns 26,2020 (407" 163 .aom 'General,Building,Residential,or Roofing Contractors or any individual certified under 468 F.S.to make such an inspection.Include photographs of each plane of the roof with permit#and address#clearly shown marked on the deck for each inspection Permit/v©. RF-11-17-271`8 �sN°RES o,� Miami Shores Village Permit Type:Roof 10050 N.E.2nd Avenue NE r Per� � ' Work Classification:Tile/Flat — Miami Shores, FL 33138-0000 Permit Status:APPROVE© Phone: (305)795-2204 toR1oA ' issusoate. 11/27/2017 Expiration: 05126/2018 Project Address Parcel Number Applicant 9820 NE 5 Avenue Road 1132060172030 Miami Shores, FL 33138-2466 Block: Lot: MANUEL G HADAD MELYNDA B Owner Information Address Phone Cell MANUEL G HADAD MELYNDA 9820 NE 5 Avenue Road -- -- -- - - MIAMI SHORES FL 33138- 9820 NE 5 Avenue Road MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 34,370.00 ACE PROPERTY SERVICES CORP 305-598-1700 ...... _.. ... ...... ..... __. ._-.�m.._ ,....,..... Total Sq Feet: 4300 Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF TILE TO TILE 8 RE-ROOF NEAR Inspection Type: Classification:Residential Scanning:3 Up Lift Report 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 $2t oo Invoice# RF-11-17-65663 DBPR Fee $5.25 11/27/2017 Check#:003509 $873.75 $50.00 DCA Fee $3.50 11/15/2017 Check#:003508 $50.00 $0.00 Education Surcharge $7.00 Bond#:3570 Permit Fee-New Roof $350.00 Scanning Fee $9.00 Technology Fee $28.00 Total: $923.75 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING, MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-named contractor to do the work stated. November 27, 2017 Authorized Signature:Owner / Applicant / Contracto Agent Date Building Department Copy November 27,2017 1 N`� iviidliii allUreb viiidge 2R9 Building Department NT2017 \ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Y • Tel:(305)795-2204 Fax:(305)756-8972 $Y:INSPECTION LINE PHONE NUMBER:(305)762-49491 FBC 2011 BUILDING Master Permit No. fg PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC Q"ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP �, ^ CONTRACTOR DRAWINGS p JOB ADDRESS: l 9� WE S AVE 1 d- City: Miami Shores County: Miami Dade Zip: 3 3(3g Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type:: S F Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder):1 aWe� 40-4 d Phone#:3oS•S(0 -9-I5Q Address:: A,)c� S A& Zd City:'t4 + SState: Zip: 3-3139- Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: ACE PaPeAA Phone#: S '59811-?oo Address: /('��1( S M/ (g g ST 8 City: /�� II State: F( Zip: 33157 Qualifier Name: CCGC� v Ul,u Phone#: %S 5,1181-130 State Certification or Registration#: `ZC o5k22-9 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ oy Square/Linear Footage of Work: �� Type of Work: ❑ Addition ❑r IAlteriation { ❑ New_� Repay i n lace ❑ IDeemolition / Descripti n 7or : kl'CfbdP Tc l�� T6 Tt l�2 � �C a�U/, ^tc4- �T�.c4 Z= L,44hSU�a Specify color of color thru tile: �Gf �-O 13'` 6 (o(-: WP-,, .erd_A . Submittal Fee$ 1 Permit Fee$ CCF$ 21 CO/CC$ Scanning Fee rA Radon Fee$ 3' `-�� DBPR$ Notary$ Technology Fee$ ZB- Q0 Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUES 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. Signat re Signature- OWNER ignatureOWNER or AGENT U CONTRACTOR The foregoing instrument was ackno ledged before me this The foregoing instrumf n't was ackn wledged before me this day of. GL 20 l by day of 'v0120 b'7 by who is personally known to N who is personally known 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: NOTARY PUBLIC: Sign: Sign: Print: / , Print: ,,ti'aY PSB, CARLOS A.U .aY P�,,�, CARLOSDR'INA Seal: ;�� Notary Public State of Florida Seal: ;2� ;� Notary PublicoridaCommission#t FF 245242 - = Commissio2M Comm.Expires Ju131,2019 shd= My Comm.Ex2019y Mum Natknal Notary Asan %F,os F`¢r• Bondedth mo MMI. un• ******************** * ************* ******** APPROVED BY Plans Examiner Zoning Structural Review Clerk 11-40 -F l7 -Z-7ta ROOF ASSEMBLIES AND ROOFTOP STRUCTURES e Florida Building Code 5th Edition (2014) r High-Velocity Hurricane Zone Uniform Permit Application F rm. 20, Section A(General Information) • 1 Master Permit No. Process No. \ 1 Contractor's Name__ LE1 �/ 1 Job Address 1 ROOF CATEGORY 1 g Low Slope ❑ Mechanical) Fastened Tile i Y 1�Mortar/Adhesive Set Tiles 1 ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes 1 ❑ Prescriptive BUR-RAS 150 1 ROOF TYPE • 1 00 . ❑ New roof E3 Repair ❑ Maintenance Reroofing ; .'0 Recoverin00. 0000116 • .. . . . .j ROOF SYSTEM INFORMATIIO,N 2 •••••• ( ) Steep Sloped Roof AREA(SSF)J7veqotal(SFp••00�� • :'001: Low Slope Roof Area SF 0000 . . 000 .0 . 0000 0000 a Section B (Roof Plan) ..0... . .0 0 .0 06 0 40 Sketch Roof Plan: Illustrate all levels and sections, roof drains,scuppers,overflow scuppers andbVgMow drainl.'Incltde dimen-0 a• lep sions of sections and levels,clearly identify dimensions of elevated pressure zones and locationof peets. • : . ....4. ...... 0 :. 0000 . ® 1 1 f 1 h 1 o 1 0 1 LL, d1 CD = o f Q >=Uj1 0 C/) m Z ►: tEo -' 1 F® o �- 1 o 0 1 W 0 Z Q l 1 o J 1 Q FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) 15.37 Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Eliezer Palacio on Jun 8.2015 10:32:12 AM pursuant to license Agreement.No further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES • Florida Building Code 5th Edition(2014) 1 High-Velocity Hurricane Zone Uniform Permit Application Form. ; 1 1 1 Section C(Low Slope Application) Top P F sYgr.�/Byyldi tri 1 Fill in specific roof assembly components and identify �� L� i manufacturer �t/p 1 Surfacing: 1 (If a component is not used,idejltify as"NA") Fastener Spacing for Anchor/Base Sheet Attachment: 1 1 System Manufacturer: `' � 1 1 Field:_1"oc @ Lap,#Rows �@�"oc 1 1 Product Approval No.: ( T IU © � Perimeter: "oc @ Lap,#Rows �r @ 4 ' "oc 1 1 1 Design Wind Pressures,From RAS 128 or Calculations: Comer:Q"oc @ Lap,#Rows�@ (7 "oc 1 1 � Number of Fasteners Per Insulation oard: 1 1 P1: 2^ P2: — / — ^�O Y P3: 1 1 ter Max.Design Pressure,from thespecific product Field PerimeComer4 1 1 approval system: —) Illustrate Components Noted and Details as Appicablee 1 1 0000.. Deck: Woodblocking,Gutter; Edge Termination Strippping, Flashing, •I•••• 1 Continuous Cleat,Cant Strip,Bas�Fjshlg,Coynterfl,ashing, 1 .• Type; I/V O©� hG9N� `t~ Coping,Etc: 0 0 0.0. 1 ( 000000 .�..... Indicate: Mean Roof Height, Par i fig Material, ht, Heig%of Base 1 Gauge/Thickness: 1/� y �J Flashing, Component Mta, Mai jVj Thickness, Fpstener •190*: : 1 Type, Fastener Spacing or Submit ManufacturerpOERaits that 1 1 Slope: =1Z Comply RA 1 and Chapter 16• JL:..*:•• 000000 0 0.0 1 � �, . . . . . Anchor/Base Sheet&No.of Ply(s):l' ��S�S><f�'T�7� � •• •• •• 010•••• 0 1 1 An Wo Base Sheet Fastener/ ondi Material: • • • '1••••• 0000.. 1 ova ins �t�v ,�so5 • � .•. �....: •FT. .. 1 Insulation Base Layer. 0 �OQ� _ .0 1 1 '� � Parapet 1 1 Base Insulation Size and Thickness: (AP f -Q � (� P 1 Height Base Insulation—Fa�stene/Q9 nding Material: ; 1 Top Insulation Layer: I FT. 1 Top Insulation Size and Thickness: i(/1 Mean 1 -� Roof Top Insulation Fastener/Bon �q Material: 134 -e-11 Height ; 1 Base Sheet(s)&No.of Ply(sr�t % T�USN �D 'a '�' N;:Z- 1 1 Base Shget Fastener/Bonding Material: 1Ooy G8�/� PE2 i(l Sb A 1 1 Ply Sheet(s)&No.of Ply(s):ll t2Ur �� 1 i c 1 Ply Sheena tengr/B ding Material: 1 5. !� S x 1 Top Ply: /4 (!V/" 5MET \ n 1 1 15.38Q 1,,FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) If kill 1 111 1 1 1 1 1 Copyright to,or licensed by,ICC(ALL Rj„�1I'P6 RESERVED);accessed by Eliezer Palacio on Jun 8,2015 10:32:12 AM pursuant to License Agreement.No further reproductions auth ' ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(2014) High-Velocity Hurricane Zone Uniform Permit Application Form 1 1 Section D(Steep Sloped Roof System) 1 Roof System Manufacturer: /�� N L Notice of Acceptance Number: — -t • I Z 1 Minimum Design Wind Pressures,If A licable From RAS 12 o�a}culations): 1 P1: '?7p l ( Pi: r 1 P1: 'I L '� I I 1 I Deck Type: Y 00 Q p tAAW 1 1 Type Underlayment: ( 3(o A5,T" -Dftr f C� : 1 Roof Slope: 1 _, 12 Insulation: D 1 0000.. Fre Barrier: 11 f- RidgeVentB�ab�on? Fastener Type&Spacing: .. .2 C 1, Adhesive Type: (GP tr��lU uL.J�1 DN�Itf .1•.'• 0 0 0 0 .00000 Type Cap Sheet: POS �'i 11SSS.�d Le�STi�K �� Mk-'�IA - r ••• 1 Mean Roof Height: l W Roof Covering: LIJV Z- )yC/o S Type&Size Drip_3)(3 Edge: t 1 1 FLORIDA BUILDING CODE—BUILDING,Sth EDITION(2014) 15.39 Copyright to,or licensed by,[CC(ALL RIGHTS RESERVED);accessed by Eliezer Palacio on Jun 8.2015 10:32:12 AM pursuant to License Agreement,No further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES z� Florida Building Code 5th Edition(2014) 1 1 High-Velocity Hurricane Zone Uniform Permit Application Form. 1 ! Section E(Tile Calculations) 1 For Moment based the systems,choose either Method 1 or 2.Compare the values for Mr with the values from M,. If the M,values are greater than or equal to the M,values,for each area of the roof,then the the attachment method is acceptable. 1 ! _ Method 1 "Moment Based Tile Calculations Per RAS 127" 1 (P1 �x�t+2oD Mg.7-07=Mr,a7S�- Product Approval M, EV/UXI 1 (P2. xX-Z 7 b -Mg-Z-01=Mr, 6''�r. Product Approval M, 1 Mi_ 3% 00=20M-Ms:7.E7=M„ ©7Product Approval M, 1 Method 2"Simplified Tile Calculations Per Table Below" ! Required Moment of Resistance(M,)From Table Below Product Approval Mt 1 M,required Moment Resistance" ! Mean Roof Height 1 Roof Slope 15' 20' 25' 30' 40' ! 2:12 34.4 36.5 38.2 39.7 + +42.2 • 09�• 0000•• 1 3:12 32.2 34.4 36.0 37.4 •• 35.8 .0;0 '• ! 4:12 30.4 32.2 33.8 35.1 0-37.3 ••�••• 1 5:12 28.4 30.1 31.6 32.8 •00134.9 • ;•• •0; 1 6:12 26.4 28.0 29.4 30.5 •••3 .4 • •••0 000.0 7:12 24.4 25.9 27.1 28.2 0••• 0 ••• ••i••• 'Must be used in conjunction with a list of moment based tile systems endorsed by the Broward �Qygty.Board of ijples and • ••• 1 Appeals. 0 0 0 0 For Uplift based tile systems use Method 3.Compared the values for.F'with the values for Fr. If the I,'valLws are gk1er;Aan or . • 1 equal to the Fr values,for each area of the roof,then the tile attachment method is acceptable. • • • 000000 ! Method 3"Uplift Based Tile Calculations Per RAS 127" •• (P1:_x L_- x w:=-)-W: x cos 0_=Fr, Product Approval F' ! (P2: x,L_= x w:= )-W: x cos 0_=F2 Product Approval F' ! (P3:_x L_= x w:=`)-W: x cos 0-=Fi3 _ Product Approval F' 1 1 Where to Obtain Information 1 Description Symbol Where to find 1 Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- 1 pared by PE based on ASCE 7 ! Mean Roof Height H Job Site 1 Roof Slope 8 Job Site 1 Aerodynamic Multiplier Product Approval 1 Restoring Moment due to Gravity M9 Product Approval 1 Attachment Resistance M, Product Approval 1 Required Moment Resistance Ma Calculated ! Minimum Attachment Resistance F' Product Approval 1 Required Uplift Resistance Fr Calculated 1 Average Tile Weight W Product Approval 1 Tile Dimensions L =length W=width Product Approval ! All calculations must be submitted to the building official.at the time of permit application. 1 15.40 FLORIDA BUILDING CODE-BUILDING,5th EDITION(2014) Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Eliezer Palacio on Jun 8,2015 10:32:12 AM pursuant to License Agreement.No further reproductions authorized. P�ORIDp SECTION 1524 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope.As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations.Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor.The owner's initial in the designated space indicates that the item has been explained. 2• Renailing wood decks: When replacing roofing,the existing wood roof deck may have to qelr nailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 4• Exposed Ceiling: Exposed,open beam ceilings are where thelrArke of the roof decking • an be viewed from below. The owner may wish to maintain the architectural appearance:tIerefore, TIf1 •••••• roofing nail penetration of the underside of the decking may not be acceptabld.• S provides the optiodgi..: maintaining the appearance. 0 • .... . ..... ...... . ... ..... .. .. .. . ...... 6. Overflow scuppers(wall outlets): It is required that rainwater fewnoff so that tke roof is •; of overloaded from a buildup of water. Perimeter/edge wall or other roof eAnsion•may t jQQKW ****:o discharge if overflow scuppers(wall outlets)are not provided. It may be necdssac;to install overflow :....: scuppers in accordance with the requirements of Sections R4402, R4403 ndV44f3. ***o : o .. ner Agent's Signature Date Contract Tnature Date qgu A'C Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; . MIAMNd4DE . , MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Polyglass USA Inc. 1111 W.Newport Center Drive Deerfield Beach,FL 33442 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,m0dVy,9r suspend the use of such product or material within their jurisdiction. RER reserves the right;V.evoke this acceptance,••• • if it is determined by Miami-Dade County Product Control Section that this product or materj4Lfpj� to meet cilia • requirements of the applicable building code. *00:00 0 0000.. This product is approved as described herein, and has been designed to comply with the Florida-Building,Codl; ••••: including the High Velocity Hurricane Zone of the Florida Building Code. 0••••0 :" 0000. 0000.. ... DESCRIPTION: Polyglass Polystick Underlayments " " •• • 0000.. 0000.. • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city„state a;d fedlowing* • statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.• .• 0 •••. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No.15-0410.04 and consists of pages I through 8. The submitted documentation was reviewed by Freddy Semino., Cay NOA No.: 17-0614.22 MAMMADECOUMY Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 1 of 8 v ROOFING COMPONENT APPROVAL CateEorv• Roofing Sub-Category: Underlayment Material: SBS ,APP Self-Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick IR-Xe 65'x 3'3 3/s" ASTM D 1970 A fine granular/sand top surface self-adhering,APP Manufacturing Or 65'x 3' polymer modified,fiberglass reinforced,bituminous Location#1 &#2 60 mils thick sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice&rain shield. Polystick Dual Pro 61'x 3'3-'/8" TAS 103 and A rubberized asphalt self-adhering,glass-fiber/polyester Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a Location#2 metal roofing and roof tile underlayment. Polystick Tile Pro 61'x 3'3-1/8" TAS 103 and A rubberized asphalt self-adheling, lass-fiber./pblyester 60 mils thick ASTM D 1970 reinforced waterproofinge mmbr4i1e.,Desi ned as a metdr••;• Manufacturing �• Location roofing and roof tile underlaymaut... ;••••• 0000.. 0000.. Polystick TU Max 65'8" x 3'3-3/8" TAS 103 and A rubberized asphalt self-adherigg,.polyester reinforcect..,„ ; Manufacturing 60 mils thick ASTM D 1970 waterproofing membrane. DeSigrw0as a,•ivoftile ' 0000. Location#1 &#2 underlayment. ••0000 . 0000. Polystick TU P 32'10” x 3'3-1/811 TAS 103 and A rubberized asphalt waterprQQ�ygjnembrane, glass- " • Manufacturing 130 mils thick ASTM D 1970 fiber/polyester reinforced,with a gr3nularsurface Location#2 designed for use as a tile roofundorlayme$f.••'. .0 . 000 0 000.06 Polystick TU Plus 65'x 3'3-1/8" TAS 103 and A rubberized asphalt self-adhering,glass-fiber/polyester ' (Surface Printing) 80 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a metal Manufacturing roofing and roof tile underlayment. Location#1 &#2 Polystick MTS 65'8" x 3'3-1/s" TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing 60 mils thick membrane,glass fiber reinforced with polyolefinic film Location#2 on the upper surface for use as an underlayment for metal roofing,roof tile, slate tiles and shingle underlayment. Polystick MTS Plus 65'8" x 3'3-1/8" TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing 60 mils thick membrane,glass fiber reinforced with polyolefinic film Location#2 on the upper surface for use as an underlayment for metal roofing,roof tile, slate tiles and shingle underlayment. Elastoflex S6 G 32'10" x 3'3-%" TAS 103 and Polyester reinforced, SBS modified bitumen membrane Manufacturing ASTM D 6164 with a sanded back face and a granule top surface. For Location#2 use in roof tile underlayment systems. t NOA No.: 17-0614.22 MIAMWADECOUNTY Expiration Date: 09/13/21 APPROVED Approval Date: 07/06/17 Page 2 of 8 . MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED Test AEeney Test Identifier Test Name/Report Date Trinity ERD P10870.09.08-R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798&G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798&G155 09/01/11 P37300.10.11 TAS 110/ASTM D4798&D1970 10/19/11 P40390.08.12-2 ASTM D 1623 08/07/12 P37590.07.13-1 ASTM D6164 07/02/13 P45270.05.14 TAS 103,TAS 110&ASTM D1623 05/12/14 P46520.10.14 ASTM D1623 10/03/14 P44360.10.14 TAS 103 &TAS I10. -1&07/14 P43290.10.14 ASTM D 1970&TAS 110' • 10/17/14 " PLYG-SCI0130.06.16-3 TAS 103 &TAS 110••••. :*W/29/16 •• PLYG-10130.06.16-1 ASTM D1970&TAS ??0••• 06;/27/16 . • .... ...... PRI Asphalt Technologies PUSA-035-02-01 'TAS 103 ••...' ;•M49/06 ' PUSA-055-02-02 TAS 103 90:00: •.12/.1,0/07 ••;••• PUSA-089-02-01 TAS 103/ASTM D4798 &I ri M 0 0146/09 ...... Momentum Technologies, Inc. JX20117A TAS 103/ASTM D4798 4 G 15� :.Od1Q1/08 ••••�• RX14138A TAS 103/ASTM D4798&jQjt5j 11/09/09 DX23D8B TAS 103/ASTM D4798&G155 02,08/10 ' DX23D8A TAS 103/ASTM D4798&G155 02/18/10 LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo,city and state of manufacturing facility and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. CMAMEAMECOUM BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1.This Notice of Acceptance. 2.Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 17-0614.22 MAMMAMCOUNTY Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(1): Anchor sheet mechanically fastened to deck,membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type I1 or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12" grid,6" o.c. at a minimum 4" head lap.(for base sheet only) Membrane: Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS or Polystick MTS Plus,self-adhered. Surfacing: See General Limitations Below. Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(2): Anchor sheet mechanically fastened to deck,membrane adhered Anchor/Base Sheet: One or morelies of ASTM D 226 Type I1 or ASTM D 2626. P YP 0000.. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12" grid,6" o.c. at a Vipjrji;m 4""Zap. (for •, base sheet only) 000 0000.. • 0000 0 0 0000.. Membrane: Elastoflex S6 G,hot asphalt applied 0000 •••��• • Surfacing: See General Limitations Below. ••••• 00.00. 0 .0: • 0000. 0000.. 0go 0 ..000 • Deck Type 1: Wood,non-insulated .00000 .00000 Deck Description: Min. 19/32" plywood or wood plank • .. -... 0 00000. System Type E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self- dQered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid,6" o.c.at a minimum 4"head lap. (for base sheet only) Ply Sheet: Polystick MTS Plus, self-adhered with minimum 3" horizontal laps and minimum 6" vertical laps. Membrane: Polystick TU Plus,self-adhered. Surfacing: See General Limitations Below. NOA No.: 17-0614.22 Mu��Coin Expiration Date: 09/13/21 JA Approval Date: 07/06/17 Page 4 of 8 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose deck panels,and sweep the deck thoroughly to re move any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3"and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point,rolling the membrane from the center outward in both directions. 5. For ridge applications,center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes,stacks,chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layeL of Polysticl4 shall be applied over the underlayment. `' ""•• Y.YYYY • . •Y•YY• GENERAL LIMITATIONS: ""•• Y.Y• . •YY.YY 1. Fire classification is not part of this acceptance. �... Y...•• 2. Polystick Dual Pro,Polystick Tile Pro,Polystick TU Plus,Polystick MTS and Po.ysi ecjMTS.I'lWjiay be• •• used in asphaltic shingles,wood shakes and shingles,non-structural metal roofing,ro"t Ie systems and quarry'Y••;- slate roof assemblies. : • ...... Polystick TU P maybe used in all the previous assemblies listed except metal roofinc. •.• ...... • Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing And roof ti:a oVems. •••• Polystick TU Max may be used in non-structural metal roofing and roof tile systems. • Elastoflex S6 G may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS and Polystick MTS Plus shall be applied to a smooth,clean and dry surface. The deck r shall be free of irregularities. 5. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times;not to exceed the preceeding maximum time limitations. Ex osure Limitations(Days) MTS IR-Xe Elastoflex TU TU P Tile Pro Dual Pro TU Mai MTS Plus S6 G Plus Winter Haven,FL 180 90 180 180 180 180 180 180 180 Hazelton,PA N/A 90 N/A 180 N/A N/A N/A 180 N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and NOA No.: 17-0614.22 MA WADECOM Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 5 of 8 Rule 61G20-3 of the Florida Administrative Code. 8. In roof tile application,data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick Tile Pro,Polystick TU Max,Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. When loading roof tiles on roof tile underlayment for(direct-to-deck)tile assemblies,the maximum roof slope shall be as follows: (See Table Below) Tile Polystick Elastoflex Polystick TU Plus, Polystick Polystick System (E3) Profile MTS S6 G TU P,Tile Pro, TU Max MTS Plus MTS Plus with Dual Pro TU Plus Flat Tile Prohibited 4:12 6:12 6:12 5:12 6:12 without battens Profiled Prohibited 4:12 6:12 6:12 4:12. b yrs•. 0.000 Tile without battens �..' . .0000. • The above slope limitations can be exceeded only by using battens in accordance with W.4pprovecf Tile Systerrf'.••• Notice of Acceptance and applicable Florida Building Code requirements. When battencarerequirgd,they shalt....: be utilized during loading and installation of tiles. 0.00 :"'•• 0000. 10. Care should be taken during the loading procedure to keep foot traffic to a minimum ail 'ivoid dsdp;i%of 00:990 tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loadwG"cedure 0 two tiles"";• laid perpendicular to slope followed by a maximum four tile stack parallel to the slope;fo?a=otal q f 6 tiles—for r all underlayments except Polystick MTS which shall be loaded onto battens. •• ....0. 000000 00 . 000 . ...00. .0 (6 Max.Per Stack) � y. m " 12 O �; B N tp POL` nCKTU Rus NOA No.: 17-0614.22 CMLAMHMMMDEjC= Expiration Date: -0614.21 Approval Date: 07/06/17 Page 6 of 8 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS,Polystick MTS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe,Polystick Dual Pro, Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS,Polystick MTS Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS,Polystick MTS Plus or Elastoflex S6 G are not listed,a request may be made to the Authority Having Jurisdiction(AHJ)or the Miami-Dade County Product Control Section for approval provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance,and fire testing results. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. 1. Polyglass does accept the direct application of Polystick underlayment membranes to rood decks.'Installers are•••;• cautioned to refer to applicable local building codes prior to direct deck installation to er 4v} this 4 weeptable. Please also refer to applicable Product Data Sheets of the corresponding products. • 2. All rolls,with the exception of Polystick TU Plus should be back-nailed in selvage edge'se'am as p$r PpIxglass• • Back Nailing Guide. Nails shall be, 11 gauge ring shank type,applied with a minimums t*17..metar disk as ••;••• required in Miami-Dade County or simplex type nail as otherwise allowable in other r�,glgV,at a ininunum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked"nail area,area para cl jAr"on the face of membrane,with the above stated nails and/or disks.The head lap membrane is 4 coverithe area beipg•„• back-nailed.(Please refer to applicable local building codes prior to installation.) ••• 3. All seal lap seams(selvage laps)must be rolled with a hand roller to ensure full contact •••• ' 4. All fabric over fabric; and granule over granule end laps,shall have a 6” wide,uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 MB Flashing Cement,applied in between the application of the lap.The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations#9 and#10. 6. Battens and/or Counter-battens, as required by the tile manufacturers NOA,must be used on all projects for pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6 '/4"/12",precautions should be taken,such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation&before loading of roofing tiles is Forty-Eight(48)Hours. 8. Polystick membranes may not be used in any exposed application such as crickets,exposed valleys,or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair.Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. NOA No.: 17-0614.22 MIAMMAD,COUNTY Expiration Date: 09/13/21 Approval'Date: 07/06/17 - Page 7 of 8 10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared,before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami-Dade Notice of Acceptance(NOA)approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800)894-4563. 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800)894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association(NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. .**O:o END OF THIS ACCEPTANCE ; 009%. .. .. .. . ...... x NOA No.: 17-0614.22 ht WADECOUNTY Expiration Date: 09/13/21 Approval,Date: 07/06/17 Page 8 of 8 MIAMF MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/pera Boral Roofing LLC. 7575 Irvine Center Drive, Suite 100 Irvine,CA. 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County 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 hall this product or material tested for quality assurance purposes. If this product or material fails to perfQAu in the accepted ...... manner,the manufacturer will incur the expense of such testing and the AHJ may immediat el**evoke,m'ndii: yr •, suspend the use of such product or material within their jurisdiction. RER reserves the right�tp.t�ypke 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. :*606* This product is approved as described herein,and has been designed to comply with the Florige8jildin4Codes ..;..' including the High Velocity Hurricane Zone of the Florida Building Code. •• •..... ...... DESCRIPTION: Saxony(Shake,Slate,Split Shake)Concrete Roof Tile 0000-- 0.0--: • .. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and fbl$wing ' statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA# 12-0308.25 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. / NOA No.: 12-0904.12 LAMMADE COUNTY /Ir Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This renews and revises a system using Saxony (Shake, Slate and Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description ••• 6• . ❑ ' 666666 Monier Lifetile LLC 1= 16%Z" TAS 112 Flat, interlocking,high pfeMsure extrpdgdt oncrete .' Saxony(Shake, Slate and w= 12-3/8" roof tile equipped with U mall holest . For direc •••:• Split Shake)Tile .6"thick deck or battened nail-on,mortar or adhetive set ;•• �; 0066 applications. 6 •••••• ' 6666 . 6666. Trim Pieces 1=varies TAS 112 Accessory trim,concrefdtdb%bpiecej fo tage at him 0 0' w=varies rakes, ridges and valley ferminations" ••••0 varying thickness Manufactured for eachrtile**0 file. ' •666.. .660:0 6 2.1 MANUFACTURING LOCATION •• • ••. 6 0""' 2.1.1. Lake Wales,FL. 60: 6 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III PA 102&PA 102(A) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. PA 101 (Mortar Set) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering,Inc. PA 101 (Adhesive Set) The Center for Applied 25-7183-6 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 (2 Quik-Drive Screws,Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 (2 Quik-Drive Screws,Battens) The Center for Applied 25-7214-1 Static Uplift Testing March, 1995 Engineering, Inc. PA 102 (1 Quik-Drive Screw, Direct Deck) NOA No.: 12-0904.12 MAMMAD'COUNTY Expiration Date: 12/16/17 ,® Approval Date: 12/06/12 Page 2 of 8 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date The Center for Applied 25-7214-5 Static Uplift Testing March, 1995 Engineering, 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, 1994 Wind Tunnel Testing Aug. 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 Sept. 1993 screw vs. smooth shank nails The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-77 PA 100 Celotex Corporation Testing 520109-1 Static Uplift Testing Dec. 1998 Service 520111-4 PA 101 Celotex Corporation Testing 520191-1 Static Uplift Testidg0'� �4ar�h 19990000:0 Service PA 101 60 0.0 0 ;'••'• • • 0..00. Walker Engineering,Inc. Calculations Aerodynamic Multipltm:•• Juoie 2007 . Walker Engineering,Inc. Evaluation Calculations 25-7094 ...... gq) ray 199r 6 0 Walker Engineering,Inc. Evaluation Calculations 25-7496 0 0 0 0 0 April 1996••••- Walker Engineering,Inc. Evaluation Calculations 25-7584 0 0••0• De"A Ser 1998000 25-7804b-8 •• *fee:• 0000.. 25-7804-4&5: • 0000.. •.•••• 25-7848-6 : ••0 . • • Walker Engineering,Inc. Evaluation Calculations 25-7183 •• •Maroh 1992": Walker Engineering,Inc. Calculations Two Patty Adhesive Set System AptA 1999 Walker Engineering,Inc. Calculations Restoring Moment Due to Gravity June 2007 Nutting Engineering 129 TAS-112 Jan. 2007 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office 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. NOA No.: 12-0904.12 WMIAMMADE C J Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 3 of 8 4. INSTALLATION 4.1 Saxony (Shake, Slate and Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W(Ibf) Length-1 (ft) Width-w(ft) Saxony (Shake, Slate and Split 11.8 1.375 1.02 Shake) Tile Table 2: Aerodynamic Multipliers -A,(ft) Tile (ft3) ft� • Profile Batten Application Dirgct ck Cation•• •• Saxon Shake, Slate and Split Shake Tile 0.185 0.20 •� Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf) •••• •••. Tile 2":12" 3":12" 4":12" 5":12" 6": X'... "7":12" or ••••• Profile •• •greater .. ... Saxony Battens Direct Batten 'Dire Battens Direct Battens Direct Batten blest Battens Direct (Shake, Deck Deck Deck Deck Deck Deck.p. Slate and 6.63 7.14 6.56 7.07 6.47 6.97 6.34 6.83 6.18 • 6. 6.02 6.4$ Split • Shake) • Tile NOA No.: 12-0904.12 MIAMMAD:COUNTY Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 4 of 8 Table 4: Attachment Resistance Expressed as a Moment- Mf(ft-Ibf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" plywood) (min. 19/32" plywood) Saxony (Shake, 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate and Split 1-10d Smooth or Screw 7.3 9.8 4.9 Shake) Tile 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. • 22.1 Shank Nail Eave Clip) •••••• •�• 2-10d Smooth or Screw 35.5 '33.'5" 34.8 . • Shank Nails Field Clip) 2-10d Smooth or Screw 31.9 •3��• 32.2-- Shank 2.2••Shank Nails Eave Clip) •• • ..• Table 6: Attachment Resistance Expressed as a Moment Mftft-LUQ for Two Patty Adhesive Set Systems : • Tile Profile Tile Application Minimum Attachment Resistance Saxon Shake, Slate and Split Shake Tile Adhesive 31.3 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3MTm 2-Component Foam Roof Tile Adhesive AH-160.Average weight per patty 8 grams. Table 7: Attachment Resistance Expressed as a Moment- Mf(ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony(Shake, Slate 3M 2-Com onent Foam Roof Tile Adhesive AH-160 and Split Shake) Tile 31VI2-Component Foam Roof Tile Adhesive AH-160 40.4 Large paddy placement of 45 grams 4 1 Medium paddy placement of 24 grams NOA No.: 12-0904.12 MwMMADE cour�rir Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 5 of 8 Table 8: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar or Adhesive Set Systems Tile Tile Attachment Profile Application Resistance Saxon Shake, Slate and Split Shake Tile Mortar Set5 43.9 5 Tile-Tite Roof Tile Mortar. 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami-Dade County Product Control Approved". Or BORAL-LIFE nLEo:�� :: :: : o"" 000000 . .... . .••..• .... ...... ...... . ... . . . . . . . ..... BORAL ROOFING LLC,SAXONv TILE(LAKE WALES Imo) •• • ...... LOCATED UNDERNEATH TILE • • .•..•. ...... go :0000: 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 12-0904.12 MIAMMAD,COUNTY Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 6 of 8 PROFILE DRAWINGS NAIL HOLES � 13116"(slate 16116"(shak r, - 97 OVERLAY 0000.. .'. 0000.. ;.. 12 318" • � 0000.. ...... 0 .... • .0000. �.... 0000.. • • 0000. 0000.. . ... • . . . . � • 0000• .. .. 0• • 0000.. ...... • WATERLOCK :-000: 0 • .00.00 SAXONY CONCRETE ROOF TILE(SLATE MODEL) •0 ' ••.• ; :0000: 00 't" db SAXONY CONCRETE ROOF TILE(SPLIT SHAKE MODEL MIAMFGADE COUNTY NOA No.: 12-0904.12 E Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 7 of 8 r k.. � Z, - .. ti ti '"�_. ..0000, . •.�.. --«�.�..-`-.\�. \�-•'�`: 0000••• ``��' - • . • • 0000••. •• • 0 • 0000• •0•.•• • ••. . • 0000•••. 0.•000• 0000. •0000 •0 .0000. 0000•. 0 • .000• SAXONY CONCRETE ROOF TILE(SHAKE MODEL .••••• • • . : O.L. 0000 .• •. . 0000•. END OF THIS ACCEPTANCE 900:0: • 0 • . • .0,100• 0 1 :00000 .• . 000 . •0000. NOA No.: 12-0904.12 MAMMAD Coin Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 8 of 8 MIAM 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)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy ICP Adhesives and Sealants,Inc. 12505 NW 44'Street Coral Springs,FL.33065 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.righ4 to have4tk4product or material tested for quality assurance purposes. If this product or material fails to perform in the 4cepte� manner,tht' • manufacturer will incur the expense of such testing and the AHJ may immediately revoke, mvditfty, or s4ptAd4the use '. of such product or material within their jurisdiction. RER reserves the right to revoke•ttriv•acceptance, if it P ••� determined by Miami-Dade County Product Control Section that this product or material faiLsWVet the,requirement•••; 0* of the applicable building code. ...•. 0000.. This product is approved as described herein, and has been designed to comply with tine'Fldrida MpUeli g Cod V o including the High Velocity Hurricane Zone of the Florida Building Code. ••••.. • • 0000.. .0000. DESCRIPTION: ICP Adhesives Polyset®AH-160 00 0 :0 0 0 :0 0*0: 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 NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 17-0322.03 MwYtFaane COUNTY Expiration Date: 05/10/22 Approval Date:04/27/17 Page 1of11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset®AH-160 as manufactured by ICP Adhesives and Sealants,Inc.as described in this Notice of Acceptance. For the locations where the design pressure requirements,as determined by applicable building code,do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat,low,and high profile roof tile systems using ICP Adhesives Polyset®AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description• ...... Specifications � •. ••••�• ICP Adhesives N/A TAS 101 Two component polyjVp14ane f6L a aMesive •� PolyseeAH-160 ..•;• •••• •• • ICP Adhesives Foam N/A Dispensing Equipment.••••• ••• Goes** Dispenser RTF1000 "" • ICP Adhesives ProPack® N/A Dispensing Equipment.'..' • ""' 30& 100 • • ...... ...... PRODUCTS MANUFACTURED BY OTHERS: •• •". ••••• Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset®AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6lbs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40'F.,2 weeks +6.0%Volume Change @158°F., 100%Humidity,2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 17-0322.03 MIAMMADE COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[1] ASTM E 84 01/16494. • 0000.. Trinity Engineering 7050.02.96-1 TAS 114 •••... 03i*9b• •• P36700.04.12 ASTM D 1623 000000 04/18/12 P39740.02.12 TAS 101 ."•• 02421/12 �•••.: TAS 123 0 0000' 0 0 0 0 0 • .,••• 0000 00.. . . . 000 0000.' Celotex Corp. Testing Services 528454-2-1 TAS 101 .•• •• 10/23/98 •0000. 528454-9-1 ' 528454-10-1 ' . 0000.. 0000.. 520109-1 TAS 101 �••' 12(18/98 :0000; 520109-2 ' 520109-3 •• 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset'AH-160 shall solely be used with flat,low,&high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset'AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 17-0322.03 MIAMMADE COUNTY Expiration Date: 05/10/22 Approval Date:04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset'AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset'AH-160. 2. ICP Adhesives Polyset'AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset'AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset'AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and ICP Adhesives and Sealants,Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shali be na intairid between 1.0-1.15 (A): 1.0(B). •• i . • 6. ICP Adhesives Polyset'AH-160 shall be applied with ICP Adhesives Foam Dispenser 9TF�60b0'or IVP ....:. Adhesives ProPack'30& 100 dispensing equipment only. •.•• 7. ICP Adhesives Polyset'AH-160 shall not be exposed permanently to sunlight. "'•• :••"' • 8. Tiles must be adhered in freshly applied adhesive.Tile must be set within 1 to 2 minutec*a'ftP.r'ICP?rAXNes •• ••• Polyset'AH-160 has been dispensed. •• '••••• 9. ICP Adhesives Polyset'AH-160 placement and minimum patty weight shall be in accordance with�bp.% ....:, 'Placement Details'herein. Each generic tile profile requires the specific placement noted herein. ' • NOA No.: 17-0322.03 MwMFaaDECouHr�► Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course-Flat,Low,High All Eave Course 17-23 sq. inches 45-65 Profiles Flat,Low,High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat,Low,High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap 1 Two-Piece Barrel(Cap Tile) Two Piece 2 Beads(1 each longitudinal 17 grams per 4ead edge)20-25 sq. inches each bead '. Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches "'340grams under pan • ...... ..... LABELING: •.'..' •• 1'1 •....' All approved products listed herein shall be labeled and shall bear the imprint or identifiable roar 41A* of the • •. manufacturer's name or logo and following statement: "Miami-Dade County Product Control jApproved" ctabrNiami-•...:. Dade County Product Control Seal as shown below. :0..0: waruMo►ne cau«rr •• BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 17-0322.03 JKMIAMIMADEC eounrn Expiration Date: 05/10/22 Approval Date:04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL# 1 Itl`rouplrid a cceenent wddylBon.athTd.) Flat/Low Profile Tile Umded6ymrne ° 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam j paddy onto the underlayment positioned as shown, under the strengthening rib closest to the Overlock 101a of the tile being set. 6slarrs optional '° � E•M.coun* .`r 2. Continue in same manner. Insure approximately 17 ° (109.7 cm2)—23 (148.4 cm2)square inch adhesive contact with the underside of the tile. Ila. ia. 211% u10 E6ti0 tl6�uty_ • • 9999•• • Medium Profile/ Double Pan.Ttle; •••••. Nail til Phstfu cemem • • 00• •69 �•.••• • When mill � • Paddy i69arrchTaal I. Starting at the eave course Y a minim4m 2" °•6 •• • 1 � (50.8 mm)x 10"(254 mril 4,Y 6(25.4 aim)Foam y paddy onto the underlayri l Vl sitionV as Mown • 6666. '^- under the pan portion of thelilMlosesj to Oka •;6 6• Overlock of the tile beingset6 . •• • .:� 966.. 6 6666:. lain.x • Bell o lw+ 2. Continue in same manner. Insure appromisdaely 1 T•••:. (109.7 cm2)—23 (148.4 cill s4uare j ch adhesivt; contact with the underside of the tile. •6 • 10 iti 7:n. Ewa Closure haws Course Fascia eo. vhnw9 1a.11� High Profile/Single Pan Tile (rtiien rogwrodt P sddp lA•n9 teh Tihl 1. Starting at the eave course,apply a minimum 2" • (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown 10in.9 under the pan portion of the tile closest to the I in.Wide Overlock of the tile being set. '�. aeetas �.� 2. Continue in same manner. Insure approximately 17 (109.7 cm2)—23 (148.4 cm2)square inch adhesive / contact with the underside of the tile. IF Eanne Cwirs° Frim Weepltaf'r la las. in. 6rsr closure � ONpadlyi° NOA No.: 17-0322.03 Mt•nAl �COUNTY Expiration Date: 05/10/22 Approval Date:04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL#2 mom dmmg6pfauleeam•no P"Y(8*+wmh'a•I Flat/Low Profile Tile 00"n ra4uirad) v�•�yn+•^� ° '' 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of 2 on. y the tile being set. Insure approximately 17(109.7 cm2) B,tte\aonanal —23 (148.4 cm )square Inch adhesive'contact with the Eawcourfa f , underside of the tile. 2. At the second course, apply a minimum 2"(50.8mm) mlu� ``'•- Fasd• x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile EmClawre being set. • ...... 3. Continue in same manner. Insd?e allproxirnateliv 10" • (64.5 cm2)- 12(77.4 cm2)squaro idch adhesive• • . ...... contact with the underside of r.l*.a.rife. •....' ...... ..... Medium Profile/Double Pan Wile•.' • "••• Nail through plastic Dement •• • •••..• *Aen required[ 0••0•* • • • .r tePaddy{9an•athTile) 1. Starting at the eave course,hpply a minimum.2"(50.8• w,drrl.y r mm)x 10"(254 mm)x l"(t5.4%m)foam paddy onto the underlayment positioned'as shown nrider thd'•••; pan portion of the tile closest to the overlock'of the tile being set. Insure approximately 17(109.7 cm2)— ' In. 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. srHcns owlional ••,� 2. At the second course,apply a minimum 2"(50.8mm) is p 2 x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the EweC11.We underlayment positioned as shown under the pan e...Coon. Frnei• portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2)- 14(90.3 cm2)square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 MIAMMADE COUNTY Expiration Date: 05/10/22 Approval Date:04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) Q� +k•eptak-Nrawlead) �ih��•� High Profile/Single Pan Tile 4wb1. Starting at the eave course,apply a minimum 2"(50.8 • 1 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17(109.7 cm2)— ri� 23 (148.4 cm2)square inch adhesive contact with the 8.�tensopd.eal ```�.? underside of the tile. 2. At the second course, apply a minimum 2"(50.8mm) earecaa ricin x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the W10,Ph-& underlayment positioned as shown under the pan rawdaswe portion of the tile closest to the overlock of the tile Grip edgy • • being set. � •••••• 3. Continue in same manner. InSdil:approximaTMl "I 7" 0. (109.7 cm2)- 19(122.6 cm2)IsIgU?e inch adhesive contact with the underside of tie f 1e. • .....: 00 00 • 0000.• •0010 .0.•.. 0.0.00 • • . 0 • •00000 ..0•.0 too •• • ..0 0 00.0.. • • • 0 NOA No.: 17-0322.03 MMMADE COUNTY Expiration Date: 05/10/22 r Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL#3 Mtlpoup ptalauh cemwd paddy(bet�reen t&4 1. On the eave course only,apply a minimum 2" (50.8 ammopd«nl mm)x 10" (254 mm)x 1" (25.4 mm)foam paddy I (undwde) onto the underlayment positioned as shown,under it ~? the strengthening rib for flat tile or under the pan on t tft portion of the tile for low or high profile tile closest to the Overlock of the tile being set. Leave _ 4 iLsbgte approximately 4"(101.6 mm)up from the eave Si�gkpaddy •, edge free of foam to prevent the expanded adhesive e" 2x hL "- from blocking the weep holes. Insure • ''-� approximately 17-23 int(109.7-148.4 cm2)of adhesive contact with the underside of the tile Emao=e 2. Apply a 4" (101.6 mm)x 4" (101.6 mm)x 1" (25.4 mm)foam paddy onto the undeVaymen1 jti9.%elow RaMaw Pmotpe Tile the second course line pos e(rfoam•paddl 06-06 under the strengthening rib fes flat tile,'br wi4er the •, add0000ptudcaement Sh9kpaftUnd rtie pan portion of the tile,closest•te.the underLock for ""'• tuhei+reQdredl paddylbrewmtAea the second course tile to 1p i?hSA�led. Insure. •••... Batten ft approximately 8-9 int(51.4-W.1 cm2)oIladh'esive ..... opfime a Wndwde) contact with the underside" }hS tile. ,• ..;•e• 0 go 1 6666.. (Instructions continued on n9 t p(4ge) •••••• •••••• top -�` . . e • e 1 1� ~i 0i11 2h1. IGeasWc i WImn ProflleTlie NOA No.: 17-0322.03 MIAMMALDECOUNTY Expiration Date: 05/10/22 • Approval Date:04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) Rao dromp plastic 9e paddy miler tie l drenregntred) 3. Also apply a 2" (50.8 mm)x 4" (101.6 mm)x3/4 (19 mm)paddy on top of the eave course tile Batters surface as shown, on top of the strengthening rib paddyhzrdertllei 4 for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. t•- Install second course of tile. Insure approximately 4z41n. , � 9(58.1 cm2) - 11 (71cm2)square inch adhesive :z4in contact with the underside of the tile at the overlap `` • and 7(45.2 cm2)-9(58.1 cm2)square inch � � adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. Fare coarse � '• . • Weephok • • • •••••• • fssed110 21n. Dripedge osucr •• • • • • ...... • Hip ProAleTile •••• . �•••• •... . ....• •..... . ..• ..... .. •. •. . ....•. . • • . ..•..• NOA No.: 17-0322.03 MIAMMADE COUNTY Expiration Date: 05/10/22 r Approval Date: 04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile 1. Starting at the eave course,apply a minimum 2" t)Placaenouybadpantile. schiwe65to70sq in (vAmreSteeppitrequired) pion: 50.8 mm x 10" 254 mm x 1" 25.4 mm foam In contact wkh the pan tile. (when required) ( ) ( ) ( ) 21 Tum coven upside down.Piece adhesive In paddy onto the underlayment positioned as tot In.from outside edge of cover dl*. shown under two adjacent pan tiles. Support eave Then install the tile.Ensure 20 to 25 sq.in.contact area. a tiles from rocking until adhesive has a chance to Underlayment �>- cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2)—7(1445:.fcm2) ..... ,, ,,� square inch adhesive eontac�with the underside es • stieaa,in9 of the pan tile. •••••• •••• • Ewe dosure ��'' •..... . . . (motarshosrn) 3. Turn covers upside dow"exposing the jindersige•a•; Waephoie Fascia Board of the tile.Apply a mlinimmirn 1"(ZS.TiYrn)x IX:a a• (254 mm)bead of adhefredirectlyoxthe inn(mb Ru»ovetop portion ofthe*ave course cover tile.Abut tosecond course of edge of each side of t7it&Ver tile. P-eav; •••••• W tiles.Ensure am end of pan and cover tiles are flush at eave line. • approximately 3/4"(19 Unto 1"(25.4 mm) •• Two Piece Barrel-High Profile Tile from the outside edge:of the tile, lww2f free of••• foam to allow for expqn�ioq. ••• •... 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20(129 cm2)-25 (161.3 cm2)square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive.Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2"(50.8 mm)x 4"(101.6 mm)nailers or the tie wire system using galvanized,stainless steel,or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 17-0322.03 MWMFDADE COUNTY Expiration Date: 05/10/22 Approval Date:04/27/17 Page 11 of 11 MIAMI•QADE . 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)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy GAF 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.Cougty ProiLr t•:• •• Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miamibade County) . .• reserve the right to have this product or material tested for quality assurance purposes:64is producfor ....:. 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.Ralerial wi"V.;. • their jurisdiction. RER reserves the right to revoke this acceptance, if it is determine � Miami bade County Product Control Section that this product or material fails to meet the require**'**of the* • applicable building code. ...... • This product is approved as described herein,and has been designed to comply with he Florida'12vUd4*ng Code including the High Velocity Hurricane Zone of the Florida Building Code. •• •••• DESCRIPTION: GAF Ruberoid®Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 14-0611.01 and consists of pages I through 30. The submitted documentation was reviewed by Jorge L.Acebo. NOA No.: 14-1030.02 MAMMADE0UK" Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 1 of 30 ROOFING SYSTEM APPROVAL Category: Roofing Sub-Category: Modified Bitumen Material: APP/SBS Deck Type: Wood Maximum Design Pressure: -75 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Matrix" 102 SBS Membrane 5 gallons ASTM D3019 Fiber reinforced rubberized cold-applied Adhesive adhesive for modified bitumen roof systems. :000:0 GAFGLAS®#75 39.37" ASTM D4601 Type II asphalt im%ggnited an'd' coped 0000. Base Sheet (1 meter) Wide glass mat base sheet.... :•'••• .• ; GAFGLAS®#80 Ultima''Base 39.37" ASTM D4601 Type II asphalt iraffegxated and coated, 0000.. Sheet (1 meter) Wide fiberglass base shget'••0 :090:6 • GAFGLAS®F1exPly"6 39.37" ASTM D2178 Type VI asphalt impMgnated glass felt ••••• (1 meter)Wide with asphalt coating•': 1.0 ••••• GAFGLAS®Ply 4 39.37" ASTM D2178 Type IV asphalt ir�pjj0&*qated glasse'lt •.•.'. (1 meter) Wide with asphalt coatitg. 0 • 0000.. GAFGLAS®Mineral Surfaced 39.37" ASTM D3909 Asphalt coated,glass fiber mat 130 Meet • Cap Sheet (1 meter)Wide surfaced with mineral0gi6ule9.•0 0 GAFGLAS®EnergyCap' 39.37" ASTM D3909 Asphalt coated,glass fiber mat cap sheet BUR Mineral Surface Cap (1 meter)Wide surfaced with mineral granules with Sheet factory applied EnergyCote' GAFGLAS®Stratavent® 39.37" ASTM D4897 Fiberglass base sheet coated on both sides Eliminator'Perforated (1 meter)Wide with asphalt. Surfaced on the bottom side Venting Base Sheet with mineral granules embedded in asphaltic coating with factory perforations. GAFGLAS®Stratavent® 39.37" ASTM D4897 A nailable,fiberglass base sheet coated on Eliminator'Perforated (1 meter)Wide both sides with asphalt. Surfaced on the Nailable Venting Base Sheet bottom side with mineral granules embedded in asphaltic coating. Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester mat coated with Heat-Weld"Smooth (1 meter)Wide polymer-modified asphalt and smooth surfaced. Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester mat coated with Heat-Weld'Granule (I meter)Wide polymer-modified asphalt and surfaced with mineral granules. RoofMatch" 107 sq.ft. ASTM D6164 Non-woven polyester mat coated with SBS Modified Granular (9.9 m2) SBS polymer-modified asphalt and surfaced with colored mineral granules. Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester mat coated with fire Heat-Weld" 170 FR (1 meter)Wide retardant polymer-modified asphalt and surfaced with mineral granules. NOA No.: 14-1030.02 WMIAMUMDECOUNW-11111 Expiration Date: 11/06/18 N111111111 • Approval Date: 11/05/15 Page 2 of 30 Test Product Product Dimensions Specification Description Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester mat coated with Heat-Weld'Plus (1 meter)Wide polymer-modified asphalt and surfaced with mineral granules. Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester mat coated with fire Heat-Weld"Plus FR (1 meter)Wide retardant polymer-modified asphalt and surfaced with mineral granules. Ruberoid®EnergyCap-SBS 39.37" ASTM D6164 Non-woven polyester mat coated with fire Heat-Weld"Plus FR (1 meter)Wide retardant polymer-modified asphalt and surfaced with mineral granules and with factory applied EnergyCote. Ruberoid®SBS 39.37" ASTM D6163 Non-woven polyester mat coated with Heat-Weld"25 (1 meter)Wide polymer-modified asphalt and smooth surfaced. • Ruberoid®Mop Granule 39.37" ASTM D6164 Non-woven polyester a!at coatSd with "'••• , (1 meter)Wide polymer-modified.fir pnkIt and avrfae'ad with mineral granules• Ruberoid®Mop Smooth 39.37" ASTM D6164 Non-woven polyester xnat coated with ;••••; (1 meter)Wide polymer-modified a-Iomtt and emoolfi ..... surfaced. •••••• • ••• ••••• Ruberoid®Mop Plus 39.37" ASTM D6164 Non-woven polyesfer'n'iat coate8Uit11 •••••• (1 meter)Wide polymer-modified.•asrVgt and surfaced . . ...... with mineral granules., ;••••• Ruberoid®Mop 170FR 39.37" ASTM D6164 Non-woven polyegWrWt coated with fire ;••••; (1 meter)Wide retardant polymer modified asphalta'sid surfaced with mineral granules. Ruberoid®Mop FR 39.37" ASTM D6164 Non-woven polyester mat coated with fire (I meter)Wide retardant polymer-modified asphalt and surfaced with mineral granules. Ruberoid®Torch Smooth 39.37" ASTM D6222 Non-woven polyester mat coated with (1 meter)Wide APP modified asphalt and smooth surfaced. Ruberoid®Torch Granule 39.37" ASTM D6222 Non-woven polyester mat coated with (1 meter)Wide APP modified asphalt and surfaced with mineral granules Ruberoid®EnergyCap-Torch 39.37" ASTM D6222 APP modified cap membrane with a torch Granule FR (I meter)Wide grade bottom surface and a mineral granular top surface coated with factory applied EnergyCote". Ruberoid®EnergyCap"Torch 39.37" ASTM D6222 APP modified cap membrane with a torch Granule Plus FR (I meter)Wide grade bottom surface and a mineral granular top surface coated with factory applied EnergyCote". RoofMatch' 107 sq. ft. ASTM D6222 Non-woven polyester mat coated with APP Modified Granular (9.9 m2) APP polymer-modified asphalt and surfaced with colored mineral granules. Ruberoid®Torch FR 1 meter ASTM D6222 Non-woven polyester mat,coated with fire (39.37")Wide retardant asphalt modified bitumen membrane with granule surface. NOA No.: 14-1030.02 MIAMFQADECOUNW Expiration Date: 11/06/18 RIJUNIXIM Approval Date: 11/05/15 Page 3 of 30 Test Product Product Dimensions Specification Description Ruberoid®20 1 meter ASTM D6163 SBS modified asphalt base sheet reinforce (39.37")Wide with a glass fiber mat. Ruberoid'30 1 meter ASTM D6163 Non-woven fiberglass mat coated with (39.37")Wide polymer modified asphalt and surfaced with mineral granules. Ruberoid®30 FR 1 meter ASTM D6163 Non-woven fiberglass mat coated with fire (39.37")Wide retardant,polymer-modified asphalt and surfaced with mineral granules. Ruberoid'EnergyCap-30 FR 1 meter ASTM D6163 Non-woven fiberglass mat coated with fire SBS Membrane (39.37")Wide retardant,polymer-modified asphalt and surfaced with mineral granules and with factory applied EnergyCote. Ruberoid®Dual FR 39.37"(1 meter) ASTM 136162 Non-woven polyester and fibeiWa"mat Wide coated with file Airdantpolymer- modified asphalt ark,Surfaced jAth ••• • mineral granules....:.. 0 • Topcoat'Elastomeric Roofing 1, 5 or 55 gallons ASTM D6083 An acrylic,water be,*ecielastomeric. :" Membrane membrane system(tMgned to protect ••••• various types of rddiZAA$urfacpS. ;•, ••••• Topcoat'MB Plus 5 or 55 gallons Proprietary Water based, low VOUprimer used to block asphalt blecV ttropgh. •• ••• Z Topcoat' 5 gallons ASTM D6083 Solvent based sprayable therm"IlAtc • Surface Seal SB rubber sealant deAgnedZo protact and restore aged roof surfaces and to increase a roofs reflectivity. FireOut- Fire Barrier Coating 5, 55'gallons Proprietary Low VOC,water-based fire barrier coating. VersaShield' 42"x 100' rolls ASTM D226 Non-Asphaltic, fire resistant fiberglass- Fire-Resistant Roof Deck based underlayment. Protection NOA No.: 14-1030.02 M"HDAMCOUKffM Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 4 of 30 APPROVED INSULATIONS: Table 2 Product Name Product Description Manufacturer (With Current NOA) EnergyGuard'T'Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard'RA Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuardn RN Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard'Perlite Recover Board Perlite recover board GAF EnergyGuard'"Perlite Roof Insulation Perlite roof board GAF EnergyGuard"'RA Composite Polyiso Polyisocyanurate/wood fiberboard GAF Insulation or perlite composite Structodek®High Density Fiber Board High density wood fiber B1ue:Zidjge•Fiber oard,6Inc. *,see** .St. • . . Securock®Gypsum-Fiber Roof Board Gypsum board United ates GyiiAM Corp. •••0;• 0,000. 0000 APPROVED FASTENERS: :090:6 00000.00 TABLE 3 • • ... 0000. Fastener Product Product ..0Hanufad*tvrtr: 0066:9 Number Name Description Dimensions �ithCurrent NOA) • 1. Drill-Tec'#12 Fastener Carbon steel fastener used Various • : GA4...% 000000 in steel or wood decks. ....0 • 2. Drill-Tec'#14 Fastener Carbon steel fastener used Various GAF 00 in steel,wood or concrete decks. 3. Drill-Tec'XHD Fastener Carbon steel extra heavy Various GAF duty fastener used in steel decks. 4. Drill-Tec'AccuTrac®Flat AZ-SS aluminized steel 3" x 3" GAF Plate plate for use with Drill- Tec'#12 Fastener,Drill- Tec'T'#14 Fastener and Drill-Tec"''#15 Fastener. 5. Drill-Tec' ASAP 3S Drill-Tec'#12 fastener Various GAF with Drill-Tec'3" Standard Steel Plate. 6. Drill-Tec""AccuTraco Galvalume Steel plate for 3" x 3" GAF Recessed Plate use with Drill-Tec' fasteners. 7. Drill-Tec'3"Steel Plate Round galvalume steel 3" GAF stress plate for use with Drill-Tec'fasteners. 8. Drill-Tec'3" Standard Round galvalume plated 3" GAF Steel Plate steel stress plate with reinforced ribs for use with Drill-Tec'"fasteners. NOA No.: 14-1030.02 MIAMFQADOME MCO UNTY Expiration Date: 11/06/18 ••• Approval Date: 11/05/15 Page 5 of 30 i EVIDENCE SUBMITTED: Test Agency Test Identifier Description Date Factory Mutual Research Corp. 3001276 FMRC 4470 01/28/99 IB9A8.AM FMRC 4470 09/04/97 3D4Q2.AM FMRC 4470 04/30/97 OD1A8.AM FMRC 4470 04/01/98 Underwriters Laboratories R1306 UL 790 07/22/13 Trinity Engineering 4483.04 97-1 TAS 114 06/06/97 IRT-ARCON Inc. 02-005 TAS 114 03/01/02 02-014 TAS 114 04/08/02 01-039 TAS 114 03/41/02. .9900. 9999.. Trinity) ERD G30250.02.10-2 ASTM D6222 11/L1/10. G30250.02.10-3-R2 ASTM D3909 ••• •• 06/41/lr G31360.03.10 ASTM D6164 •••••• 03/31/10 • 9999.. G33470.01.11 ASTM D6164 ."'•. 01/!3/*,IX. • G34140.04.11-2 ASTM D6163 •�'0 04/25/11 G34140.04.11-4-R2 ASTM D4601 •0 6/440 re: ••' •••�•• �•�,•• 634140.04.11-5-R3 ASTM D4897 9999.. 6/4/201.5 • G40620.07.12-2 ASTM D6222 07/47/12, G40630.01.14-1 ASTM D6163 011497M0 G40630.01.14-2A ASTM D5147 ••• 01/071L4 ; :• •: G40630.01.14-2A-1-R1 ASTM D6164 04/10/1,' G40630.01.14-2B-R1 ASTM D6164 01/16/15 G40630.01.14-2C ASTM D6164 01/07/14 G40630.03.14 ASTM D5147 03/06/14 G43190.03.14-1 ASTM D5147 03/06/14 G43190.03.14-2 ASTM D5147 03/06/14 G43190.05.14-R1 ASTM D5147 05/20/14 G43190.11.13-1 ASTM D6222 11/15/13 G43610.01.14 ASTM D5147 01/22/14 G46160.02.15-2D ASTM D6163 02/03/15 G46160.03.15 ASTM D6163 03/11/15 G46160.09.14-2A ASTM D5147 09/09/14 G46160.09.14-3A ASTM D6164 09/09/14 G46160.09.14-3B ASTM D6164 09/09/14 G46160.09.14-3C ASTM D5147 09/09/14 G46160.12.14-3E ASTM D6164 12/29/14 G6850.08.08 ASTM D6163 08/01/08 G6850.08.08-R1 ASTM D6164 04/14/11 G6850.10.08 ASTM D6222 10/66/08 G6850.11.08 ASTM D6222 02/17/09 SC6870.08.14-RI ASTM D3909 09/04/14 NOA No.: 14-1030.02 MIAMMADECOUNW Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 6 of 30 EVIDENCE SUBMITTED: (CONTINUED) Test Agency Test Identifier Description Date PRI Construction Technologies LLC. GAF-084-02-01 ASTM D6083 07/08/05 GAF-122-02-01 TAS 139 05/07/06 GAF-245-02-01 ASTM D6083 06/10/10 GAF-276-02-OIRev ASTM E2178 , 01/04/11 ASTM D6083 GAF-306-02-01 ASTM E96 07/07/11 GAF-314-02-01 ASTM D2178 08/23/11 GAF-315-02-01 ASTM D2178 08/23/11 GAF-369-02-01 ASTM C1289 10/22/12 GAF-464-02-01 ASTM C1289 02/06/14 GAF499-02-01 ASTM D6083 03/12/14 GAF-500-02-01 ASTM D6083 03/12/14 Momentum Technologies,Inc. AX04C9A ASTM D6162 06/469:• 0000.. 0000.. 0000.. 0000.. 0000 0000.. • 0000.. 0000 . 0000. 0000.. . ... 0000. .. .. .. . 0000.. 0000.. • 0066% 0000.. .. . 666000 ... . 6 6 66 c i NOA No.: 14-1030.02 MMMM IADECOU1 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 7 of 30 APPROVED ASSEMBLIES Membrane Type: SBS Deck Type 1I: Wood, Insulated Deck Description: 19/32"or greater plywood or wood plank System Type A(1): Anchor sheet mechanically fastened,all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. Fire Barrier: FireOut'Fire Barrier Coating,VersaShield®Fire-Resistant Roof Deck Protection (optional) or Securock®Gypsum-Fiber Roof Board. Anchor sheet: GAFGLAS®#80 Ultima`'Base Sheet,GAFGLAS®Stratavent®Eliminator' Nailable Venting Base Sheet,Ruberoid®20,Ruberoid®SBS Heat-Weld'Smooth or Ruberoid®SBS Heat-Weld"25 base sheet mechanically fastened to deck as described below. • Fastening GAFGLAS®Ply 4, GAFGLAS®F1exPly"6,GAFGLAS®#75 B1se Sheet or anp+ Options: of above anchor sheets attached to deck with approved annular i i$g%hank rfails ••••:• and tin caps at a fastener spacing of 9" o.c.at the lap staggerc andm two rows • 12" o.c. in the field. •••••• .... . ..... (Maximum Design Pressure—f5 psf. See General Limitation.#Z)... •.• ••; •• GAFGLAS®Ply 4,GAFGLAS®FlexPly"6,GAFGLAS®#75,$a o Sheet'or any' "•';• of above anchor sheets attached to deck with Drill-Tec""#12 I*.astenPr,DriU-Tec " #14 Fastener or Drill-Tec"XHD Fastener and Drill-Tec"3" Steel Plate,EM11'•• • Tec"AccuTrac®Flat Plate or Drill-Tec"AccuTraco Recessed-Plata installad 12:' ;••••; o.c. in 3 rows. One row is in the 2"side lap. The other rows are equally spaced: approximately 12"o.c. in the field of the sheet. (Maximum Design Pressure—45 psf. See General Limitation #7) GAFGLAS®F1exPly"6, GAFGLAS®#75 Base Sheet or any of above anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c.at the 4"lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure—52.5 psf. See General Limitation #7) GAFGLAS®#80 Ultima"Base Sheet,Ruberoid®20,Ruberoid®Mop Smooth base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4"lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure—60 psf.See General Limitation #7) GAFGLAS®#75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tec"#12 Fastener,Drill-Tec"#14 Fastener or Drill-Tec"XHD Fastener and Drill-Tec" 3" Steel Plate,Drill-Tec"AccuTrac®Flat Plate or Drill-Tec" AccuTrac®Recessed Plate installed 12"o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9"o.c. in the field of the sheet. (Maximum Design Pressure—60 psf.See General Limitation #7) NOA No.: 14-1030.02 MIAMFQADE0CWNW Expiration Date: 11/06/18 ••. Approval Date: 11/05/15 Page 8 of 30 l Fastening Any of above anchor sheets attached to deck approved annular ring shank nails Options: and 3"inverted Drill-Tec`'insulation plates at a fastener spacing of 9" o.c, at the (Continued) 4"lap staggered in two rows 9" in the field. (Maximum Design Pressure-60 psf.See General Limitation#7) GAFGLAS®#75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tec'#12 Fastener,Drill-Tec'#14 Fastener or Drill-Tec'XHD Fastener and Drill-Tec'3"Steel Plate,Drill-Tec'AccuTrac®Flat Plate or Drill-Tec"'' AccuTrac®Recessed Plate installed 8"o.c. in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c. in the field of the sheet. (Maximum Design Pressure-75 psf.See General Limitation #7) One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuard'"Polyiso Insulation EnergyGuard""Polyiso RA Insulation, EnergyGuar o ryi—so Insulation,EnergyGuard'RA Composite Polyiso Insulation • Minimum 1"thick N/A .'. NIA •••••• .• • • Structodek®High Density Fiber Board,EnergyGuard Perlite Recover Board •••;•• ...... Minimum%"thick N/A N/A • • .... ...... EnergyGuard""Perlite Roof Insulation •••• ..... Minimum'/4"thick N/A ••• ••••• . . .. .. .. . ...... Note: All insulation shall be adhered to the anchor sheet in full mopping of app."vFd hot asphalt within the EVT range and at a rate of 20-40 lbs./100 ft'. Please refer to RoofingtAppltcatioq••. •...:. Standard RAS 117 for insulation attachment. Insulation listed as base layer only shah be used ;•• • only as base layers with a second layer of approved top layer insulation installed as the final". • membrane substrate. Composite insulation panels maybe used as atop layer placed with the •• polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS®Stratavent® Eliminator'Perforated Venting Base Sheet laid dry or a layer of EnergyGuard'Perlite Roof Insulation or wood fiber overlay board on all polyisocyanurate applications. Base Sheet: (Optional)Install one ply of GAFGLAS®#75 Base Sheet,GAFGLAS®#80 Ultima''Base Sheet,GAFGLAS®Ply 4,GAFGLAS F1exPly'6,GAFGLAS® Stratavent®EliminatorTh`Perforated Venting Base Sheet laid d Ruberoi Mop Smooth,Ruberoid`2 , t�I ub d®SBS Heat- e d Smooth or Ruberoid®SBS Heat-Weld'25 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (See General Limitation#4). Ply Sheet: (Optional)One or more plies GAFGLAS®Ply 4,GAFGLAS®F1exPly''6, t GAFGLAS®#80 Ultima Base Sheet,Ruberoid®Mop Smooth,Ruberoid®20 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 o Ruberoid®20, uberoid®30,Ruberoid®EnergyCap-30 FR SBS Membrane,Ruberoid 30 FR,Ruberoid®Mop Smooth, Ruberoid®Mop 170 FR,Ruberoid®Mop Granule,RoofMatch' SBS Modified Granular, Ruberoid® Mop Plus, Ruberoid®Mop FR or Ruberoid®Dual FR fully adhered in an approved asphalt at an application rate of 25 lb./sq.t 15%. NOA No.: 14-1030.02 MIAM oiAnECff" Expiration Date: 11/06/18 • 3 Approval Date: 1.1/05/15 Page 9 of 30 Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied'at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of Approved asphalt at 60 lbs./sq. 2. GAFGLAS Minera ur ace ap eet, ri-Ply®Mineral Surfaced Cap Sheet or TGLASg EnergyCap°"gym re al Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. Topcoat®Membrane,Topcoat®MB Plus(to be used as a primer with Topcoat® Membrane)or Topcoat®Surface Seal SB applied at 1 to1.5 gal./sq. Maximum Design Pressure: See Fastening Options • .006.0 • 0000.. .. . 6 • • 0000.. 0000.. • 0 0000.. 0000.. 6 0000 0000.. • 6 06060. • 0000 . 0000. 66060. 0 000 • 0000. .. .. .. 0000.. 0000.. • 0 0 0000.. .66000 • 6 • 6066 66 0 06 666 6 • 6 NOA No.: 14-1030.02 MIAMWAMCOUNTY Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 10 of 30 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS®Ply 4 and GAFGLAS®F1exP1yTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/4"DensDeck®Roof Board or Y2"Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance;refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 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 s4e4.;. shall be applied using spot mopping with approved asphalt, 12" diameter circles,ki'l-0..;or strip ••••;• mopped 8" ribbons in three rows,one at each side lap and one down the center of t$e.sheet allowing ••• • a continuous area of ventilation. Encircling of the strips is not acceptable. A 6".hre3kshall be • placed every 12'in each ribbon to allow cross ventilation. Asphalt application o f either system shall ;•••• be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limitbd'tt a maximum 6666. . ... 6 6 6 66 • design pressure of-45 psf. 6 •••.. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of 0900:0 6666.. 275 lbf.,as tested in compliance with Testing Application Standard TAS 105. If the f�stene value, •. 6666.0 as field-tested, are below 2751bf. insulation attachment shall not be acceptable.. .60400 0 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane Aiacrmient is Wed, ;•••• on a minimum fastener resistance value in conjunction with the maximum design value listed witk a specific system. Should the fastener resistance be less than that required,as determined by the Building Official,a revised fastener spacing,prepared, signed and sealed by a Florida Registered Engineer,Architect,or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117.Calculations prepared, signed and sealed by a Florida registered Professional Engineer,Registered Architect,or Registered Roof Consultant (When this limitation is specifically referred within this NOA,General Limitation#9 will not be applicable.) 8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e. field,perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and corners). (When this limitation is specifically referred within this NOA,General Limitation#7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 14-1030.02 MIAMH M COUNW Expiration Date: 11/06/18 "'• • Approval Date: 11/05/15 Page'30 of 30 a Cap Sheet:—Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri-Ply@ BUR Granule Cap Sheet"or"GAFGLAS@ EnergyCapTM Mineral-Surfaced Cap Sheet",fully adhered with hot roofing asphalt. Coating(Optional):—"United Coatings'"TOPCOAT@ EnergyCote'"Roof Coating"or"TOPCOAT@ MB Plus Coating"or"United Coatings'"Roof Mate MB Plus Roof Coating"applied at a rate of 2-gal./100-ft.2. 16.Deck:NC Incline: 1/2 Insulation(Optional):—Any thickness perlite or wood fiber or glass fiber or polyisocyanurate,mechanically fastened or adhered with "LRF Adhesive M"or"TPO LRF Adhesive M Low Temp"or OMG Inc."Olybond Fastening System",applied as a nominal 3/4-in.bead or "GAF 2-Part Roofing Adhesive",applied as a nominal 2-1/2 in.bead with a maximum on-center spacing of 12-in.or any UL Classified insulation adhesive,applied per the manufacturer's installation instructions. Base Sheet:—One ply Type G2"GAFGLAS@#75 Base Sheet"or"Tri-Ply@#75 Base Sheet"or"GAFGLAS@#80 Ultima'"Base Sheet", mechanically fastened. Ply Sheet:—One or two plies Type GI"GAFGLAS@ Ply 4"or"Tri-Ply@ 4"or"GAFGLAS@ Flex-Ply'"6"or Type G2"GAFGLAS@#75 Base Sheet"or"Tri-Ply@#75 Base Sheet"or"GAFGLAS@#80 Ultima'"Base Sheet",fully adhered with hot roofing asphalt. Cap Sheet:—Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri-Ply@ BUR Granule Cap Sheet",fully adhered with hot roofing asphalt. Coating:—"United Coatings'"TOPCOAT@ EnergyCote'"Roof Coating"or"TOPCOAT@ MB Plus Coating"or"United Coatings'"Roof Mate MB Plus Coating"applied at a rate of 2-gal./100-ft.2. 17.Deck:C-15/32 Incline: 1/2 Insulation(Optional):—Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc."OlyBond Fastening System"or any UL Classified insulation adhesive. Barrier Board:—Minimum 1/4-in.thick Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or"DensDeck@ Prime Roofboard"or "DensDeck@ DuraGuard'"Roofboard"or minimum 1/4-in.thick Untied States Gypsum Co."SECUROCK@ Roof Board"(Type FRX-G)or "SECUROCK@ Glass-Mat Roof Board"(Type SGMRX)mechanically fastened or adhered with OMG Inc."OlyBond Fastening System"or any UL Classified insulation adhesive with butt joints in the barrier board products staggered a minimum of 6-in.from plywood cl"jwlq a. Base Sheet:—One ply Type G2"GAFGLAS@#75 Base Sheet"or"Tri-Ply#75 Base Sheet"or"GAFGLAS@:�8041ra'"BAe Sheet", **see* mechanically fastened. •• • • 0 • Q" Ply Sheet:—One or two plies Type G1"GAFGLAS@ Ply 4"or"Tri-Ply 4"or"GAFGLAS@ Flex Ply 6"or Type• "ff:GLAS@� ee 4Be •• Sheet"or"Tri-Ply#75 Base Sheet"or"GAFGLAS@#80 Ultima'"Base Sheet",fully adhered with hot roofing aspba t. •••••• Cap Sheet:—Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri-Ply@ BUR Granule Cap Sheet",ful}Ij• Fi&@d with hot roofing • asphalt. •••• • • •••••• Coating:—"United Coatings'"TOPCOAT@ EnergyCote'"Roof Coating"or"TOPCOAT@ MB Plus Coating"oP"UnitedoCoatingcT9"ef•Mate • • MB Plus Coating"applied at a rate of 2-gal./100-ft.2. ease • *so** •••••• • ••• so:..* 18.Deck:NC Incline: 1 ***so• • • • Insulation(Optional):—Any thickness perlite or wood fiber or glass fiber or polyisocyanurate,mechanirZl y 4ACned or adheitd with 'Do• "LRF Adhesive M"or"TPO LRF Adhesive M Low Temp"or OMG Inc."Olybond Fastening System",applied asPa nominal 3/4-iii. bead or • "GAF 2-Part Roofing Adhesive",applied as a nominal 21/2-in.bead with a maximum on-center spacing of V-in.cW any UL M&!)tifiec► •• ••• insulation adhesive,applied per the manufacturer's installation instructions. • e • • • • Base Sheet:—One ply"GAFGLAS@ Stratavent@ Perforated Venting Base Sheet",loose laid or Type G2"GAMI-Aft#75 Esse Sheet"or :*so*: "Tri-Ply#75 Base Sheet"or"GAFGLAS@#80 Ultima'"Base Sheet",fully adhered with hot roofing asphalt. • • Ply Sheet:—One or two plies"RUBEROID@ Mop Smooth"or"RUBEROID@ Mop Smooth 1.5"or"RUBEROID@ Mop Plus Smooth'ror "RUBEROID@ 20 Smooth","Ruberoid@ 20 Plus Smooth"or"RUBEROID@ HW 25 Smooth",fully adhered with hot roofing asphalt. Membrane:—"GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri-Ply@ BUR Granule Cap Sheet",fully adhered with hot roofing asphalt. Coating:—"United Coatings'"TOPCOAT@ EnergyCote'"Roof Coating"or"TOPCOAT@ MB Plus Coating"or"United Coatings'"Roof Mate MB Plus Roof Coating"applied at a rate of 2-gal./100-ft.2. 19.Deck:C-15/32 Incline: 1 Insulation(optional):—Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc."OlyBond Fastening System"or any UL Classified insulation adhesive. Barrier Board:—Minimum 1/4-in.thick Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or"DensDeck@ Prime Roofboard"or "DensDeck@ DuraGuard'"Roofboard"or minimum 1/4-in.thick Untied States Gypsum Co."SECUROCK@ Roof Board"(Type FRX-G)or "SECUROCK@ Glass-Mat Roof Board"(Type SGMRX)mechanically fastened or adhered with OMG Inc."OlyBond Fastening System"or any UL Classified insulation adhesive with butt joints in the barrier board products staggered a minimum of 6-in.from plywood deck joints. Base Sheet:—One ply"GAFGLAS@ Stratavent@ Nailable Venting Base Sheet"or"GAFGLAS@ Stratavent@ Perforated Venting Base Sheet",loose laid or Type G2"GAFGLAS@#75 Base Sheet"or"Tri-Ply#75 Base Sheet"or"GAFGLAS@#80 Ultima'"Base Sheet",fully adhered with hot roofing asphalt. Ply Sheet:—One or two plies"RUBEROID@ Mop Smooth"or"RUBEROID@ Mop Plus Smooth"fully adhered with hot roofing asphalt. Membrane:—"GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri-Ply@ BUR Granule Cap Sheet",fully adhered with hot roofing asphalt. Coating:—"United Coatings'"TOPCOAT@ EnergyCote'"Roof Coating"or"TOPCOAT@ MB Plus Coating"or"United Coatings'"Roof Mate B Roof Coating"a lied at a rate of 2- al. 100- Z 20.Deck:C-15/32 Incline: 1 Base Sheet:—One ply Type G2"GAFGLAS@#75 Base Sheet"or"Tri-Ply@#75 Base Sheet"mechanically fastened. Insulation(Optional):—Any thickness or combination: perlite or wood fiber or glass fiber or polyisocyanurate,mechanically fastened or hot mopped or adhered with OMG Inc."OlyBond Fastening System"or any UL Classified insulation adhesive. Base Sheet:—One or more plies"RUBEROID@ 20 Smooth","Ruberoid@ 20 Plus Smooth"or"RUBEROID@ HW 25 Smooth", mechanically fastened or fully adhered with hot roofing asphalt. Cap Sheet:—Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri-Ply@ BUR Granule Cap Sheet"or"GAFGLAS@ EnergyCapTM Mineral-Surfaced Cap Sheet". 21.Deck:NC Incline:2 Barrier Board(Optional):—One or more layers minimum 1/4-in.thick Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or "DensDeck@ Prime Roofboard"or"DensDeck@ DuraGuard'"Roofboard"or minimum 1/4-in.thick United States Gypsum Co. "SECUROCK@ Roof Board"(Type FRX-G)or"SECUROCK@ Glass-Mat Roof Board"(Type SGMRX). Property Search Application - Miami-Dade County Page 1 of 2 F OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On: 11/14/2017 Property Information IV+fir.= gpu " t Folio: 11-3206-017-2030 - 9820 NE 5 AVENUE RD Property Address: Miami Shores,FL 33138-2466 a I;I Owner MANUEL G HADAD t MELYNDA BOUTCHER-HADAD 9820 NE 5 AVE RD ice' Mailing Address MIAMI SHORES,FL 33138 USA PA Primary Zone 1300 SGL FAMILY-2801-3000 SQ r Primary Land Use 0101 RESIDENTIAL-SINGLE '� r FAMILY:1 UNIT ,y +* icu � *., Beds/Baths I Half 4/4/0 + ,i ,b • . F` s • j •.�i i Floors 1 - • s Living Units 1 ' • Actual Area 3,360 Sq.Ft • JPS .•+;• • Living Area 3,025 Sq.Ft • •0.080 Adjusted Area 3,193 Sq.Ft Taxable Value Information 0000• i%)•••• ••••• • Lot Size 13,267.8 Sq.Ft • a01 ••• 3 • 2�'�S 2815 Year Built 1948 County •••••• • •• Exemption value $50,000 �,SQ,pQg •r-h®, oo Assessment Information Taxable Value I $20.28 198,080 :W9r6,356 Year 2017 2016 2015 School Board ••: Land Value ;646 $331,544 $318,117 Exemption Value $25,000 $25,000 $25,000 Building Value $212,702 $212,836 $212,970 Taxable Value $228,289 $223,080 $221,356 XF Value $4,784 $4,851 $4,528 City Market Value $615,132 $549,231 $535,615 Exemption Value $50,000 $50,000 $50,000 Assessed Value $253,289 $248,080 $246,356 Taxable Value $203,289 $198,080 $196,356 Regional Benefits Information Exemption Value 1 $50,0001 $50,000 $50,000 Benefit Type 2017 2016 2015 Taxable Value 1 $203,289 $198,080 $196,356 Save Our Homes Assessment Cap Reduction $361,843 $301,151 $289,259 Sales Information Homestead Exemption $25,000 $25,000 $25,000 Previous Price OR Book- Qualification Description Second Sale Page Exemption $25,000 $25,000 $25,000 Homestead 10/17/2010 $455,000 27477 Qual by exam of deed Note:Not all benefits are applicable to all Taxable Values(i.e.County, 0609 School Board,City,Regional). 18886- Sales which are disqualified as a result 11/01/1999 $0 0579 of examination of the deed Short Legal Description 16758 Sales which are disqualified as a result 04/01/1995 $0 1 MIAMI SHORES SEC 4 AMD PB 15-14 636 of examination of the deed LOT 14&NELY35FT LOT 13&SWLY 15FT LOT 15 BLK 102 LOT SIZE 102.060 X 130 OR 18886-057911 1999 4 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 http://www.miamidade.gov/propertysearch/ 11/14/2017 ♦SNOC 1932j,RES GI Zt ON Miami shores Village � TEB 1N a Building Department N $ ZORiDA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305) 756.8972 f ROOF PERMIT REQUIREMENTS :. ...... . ...... 1. PERMIT APPLICATION. (SIGNED AND NOTIREZED BY BOTH OWNQ o •. :"": CONTRACTOR) •,,,,• :""' ..... 2. OWNERS AFFIDAVIT OF EXEMPTION, F.S. 553.844 •••••• "' 3. AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION PbR•HURRICAIVJE ••�•'� MITIGATION. • . . . . ...... 4. PRODUCT APPROVAL. ( 2 SETS) ' o Front page. 00 • o Specific system description. o Specific system limitation. o General system limitations. o Fire Directory Listing Page. 5. DESIGN CALCULATIONS PER CHAPTER 16. OR IF APPLICABLE RAS 127 OR RAS 128. ( 2 SETS) 6. ROOF PERMIT PACKAGE (2 SETS) 7. OWNERS ROOFING CONSIDERATION (REROOFING ONLY) 8. $50 SUBMITTAL FEE. REVISED ON 7/9/09;07/0112015; ' ♦5B�'R�S shor08 Miami Village ..l.,� Building Department artment at,�h— ted 10050 N.E.2nd Avenue Rjpp► 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 Departments :•••; •••,:• 10050 NE 2nd Ave ...... . ...... Miami Shores, FI 33138 • Re: Owner's Name: n •••••• .... . ..... Property Address: 8Zo I AVE- (Z •• •• •• •••••• Roofing Permit Number: ••••�• Dear Building Offi 'al: •••••• JWaJgo certify that I am not required to retrofit the roof to wall connections of my building because: The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00, Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) A �� 2 J k � 8nA �Z-� Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this of ✓/�/ 2CjT� .,...,,4Y p��•�� CARLOS A.URBINA Notary Public-State of Florida Notary Public, Sate of Florida at Large Commission It FF 245242 mm o .Expires Jul 31.2010 '•i�;ui��'�` Bolded tlfo*National Notary Assn. • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than n w g as of ns w h FBC nor a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. REs y Miami Shores village� ••o* ..,,.� Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 lOR1Dp' Tel: (305) 795.2204 Fax: (305) 756.8972 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave •` Miami Shores, FI 33138 •••;•• """ Re: Owner's Name: 14APAD "" • • • • ...••• Property Address: q920 /U 57Aye 12d /,116�(�� t G '..'•: ...:•• ...... Roofing Permit Number: • . . . . ...... Dear Building Official: •• I certify that I have improved the roof to wall connections of the referenced property as required by the Manual of Hurrican itigation Retrofits for Existing Site-Built Single Family Residential Structures as adopted by the Florida Building ommission by Rule 9B-3.047 F.A.C. Signature Print Name State of Florida County of Dade The undersigned, being the first d swom, deposes and saythat she is the owner for the above property mentioned. Swom to and subscribed be f a me this ay of 20 Notary Public, Sate of Florida at Large (SEAL) FINAL COMPLIANCE Revised on 5/21/2009 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 1 SECTION 1525 1 HIGH-VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION 1 1 Florida Building Code 5th Edition (2014) ! High-Velocity Hurricane Zone Uniform Permit Application Form 1 1 INSTRUCTION PAGE 1 1 1 COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT 1 APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: 1 Roof System Required Sections of the Attachments Required 1 Permit Application Form See List Below :...:• 0000.. 1 Low Slope Application A,B,C 1,2,3,4,3,$.7' ; . •• Prescriptive BUR-RAS 150 4,5,6" "'•• 1 p. A,B,C .••• 1 Asphaltic Shingles A,B,D1,2,4,56 �••+• , 7 • • 1 Concrete or Clay Tile A,B,D,E 1,2,3,4,16,7..• 000 •• • ••••• ! Metal Roofs A,B,D 1,2,3,4,5g,2•�i • �•� •.i.•• 1 .. 0000.. 1 Wood Shingles and Shakes A,B,D 1,2,4,5,x,7• •00 .0 1 Other As Applicable 1,2,3,4,5 6 7 • 000• *fee *: 0. 1 0 . 000000 •• • 000 • • • 1 ATTACHMENTS REQUIRED: �•+ 1 1. Fire Directory Listing Page 1 1 2. From Product Approval: 1 Front Page 1 Specific System Description Specific System Limitations ! General Limitations 1 Applicable Detail Drawings 3. Design Calculations per Chapter 16,or if applicable, RAS 127 or RAS 128 1 4. Other Component of Product Approval 1 5. Municipal Permit Application 1 6. Owners Notification for Roofing Considerations(Reroofing Only) 1 ! 7. Any Required Roof Testing/Calculation Documentation 15.36 FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) 11 oil t ' t ! 1 1 Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Eliczer Palacio on]un 8,-2015 10:32:12 AM pursuant to License Agreement.No further reproductions authorized.