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RF-15-2280 Inspection Worksheet • Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-249526 Permit Number: RF-9-15-2280 Inspection Date: December 22, 2015 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: BERDAYES,VICENTE & LINDA Work Classification: Tile/Flat Job Address:842 NE 99 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060142430 Project: <NONE> Contractor: T&S ROOFING SYSTEMS INC. Phone: 305/265-2654 Building Department Comments RE ROOF TILE/FLAT COLOR THRU TILE WHITE Infractio Passed Comments INSPECTOR COMMENTS True Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-243047. ROOF OK Missing renailing affidavit Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 December 22,2015 Page 1 of 1 a AC132 Engineering Inc. Testing & Engineering Services Certification of Authorization#8131 Roof Tile Uplift Test Report Tel: 954-245.8976; Fax: 954.301.7776 5230 NE 18'Avenue Fort Lauderdale, FL 33334 Attention: Miami Shores Village, Building Division, 10050 NE 2nd Avenue, Miami Shores, FL 33138 Client: T & S Roofing Systems, Inc Test Date: 12/16/2015 Permit#RF-9-15-2280 Property Address: Berdayes Residence 842 NE 99 Street,Miami Shores, FI Roof Pitch: Type of Tile: Roof Area: 3 in 12 Crown Roof Tile 17.00 squares Tile Attachment Method: Two Component Polyurethane Foam Adhesive-Poly Pro H 160 Field Instrument : IMADA Force Gauge 0-100 Serial number:243454 Test Location Total Number of Tests Field Uplift Pull Test Test results Perimeter Area: 7.00 7 As per FBC 2014 Passed Field Area: 10.00 10 As per FBC 2014 Passed No.of Corner: 5 5 As per FBC 2014 Passed Ridge Areas: 100 PCs 10 As per FBC 2014 Passed Important: These laboratory results can change due to future weather impacts and/or unavoidable roof traffic.Therefore,this report represents the TAS 106 results at the time of the test. Please see attached a Roof Sketch for this project. Corialleig AC2E Inc. (NOA09-1005.01) Antonio , PE Fla. Reg66 ACB2 Engineering Inc. Engineering andLaboratory Services 5230 NE 18�'Avenue Fort Lauderdale, Florida 33334 Phone: (954) 245-8976 Fax: (954) 301-7776 �. T � p r � Miami - Shores Village. Building _Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �ORt� Tel: (305)795.2204 Fax: (305)756.8972 �+— RE: Permit " !# DATE: /,2/�3115 INSPECTION AFFIDAVIT D licensed as a Contractor/, gineer!Architect, (Prod wn and drde t ense Type) FS 468 Building or License#: (T(? 122. 0J2- On or about a 1s I did personally inspect the roof deck nailing work at EL7 C):L (complete,toe sna Address) Based n th t examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Ma al(Ba d on 553.844 F.S) Sig re 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-b eC 6-q/— Notary Public,Sate of Florida at Large de �.�.gotte *General.8WIft.Residential,or Rooft Contractors or any Individual certified under 468 F.B.to make such an Inspecion.Indude photographs of each plane of the roof oath permit#and address 9 deady shown marked on the deck for each Inspection 0-AaaAn (7MMU14MI t7M6 20 I P Miami Shores Village �1Pye:', 10050 N.E.2nd Avenue NEerm' ' �5��#� � Miami Shores,FL 33138-0000 PermitStaters:APPROVEC) Phone: (305)795-2204 e �toRmp' t� :Jltlt2 Expiration: 03/15/2016 Project Address Parcel Number Applicant 842 NE 99 Street 1132060142430 Miami Shores, FL 33138- Block: Lot: VICENTE&LINDA BERDAYES Owner Information Address Phone Cell VICENTE&LINDA BERDAYES 842 NE 99 Street MIAMI SHORES FL 33138- 842 NE 99 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 17,500.00 T&S ROOFING SYSTEMS INC. 305/265-2654 Total Sq Feet: 2700 Type of Work:Re Roof Available Inspections: Additional Info:RE ROOF TILE/FLAT COLOR THRU TILE W Inspection Type: Classification:Residential Up Lift Report Scanning:3 Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 CCF $1o.so Invoice# RF-9-15-57012 DBPR Fee $4.50 09/17/2015 Credit Card $796.80 $50.00 DCA Fee $4.50 09/09/2015 Credit Card $50.00 $0.00 Education Surcharge $3.60 Bond#:2840 Permit Fee-New Roof $300.00 Scanning Fee $9.00 Technology Fee $14.40 Total: $846.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility f II work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECT LUMBING, EC ANIC�iL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFI.AVIT: I cert that all h foregoing Information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futh rmore,I a t rize the hove-named contra o do the work stated. September 17, 2015 Autho 'ze=igna e:Owner / ` Applicant / C tract / Agent ate Buildingrtment opy September 17,2015 1 'y Miami Shores Village �� g s�� o � Zot� BuildingDepartment 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel: (305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER: (305)762.4949 FBC 20 )L/ BUILDING Permit No r ��-' 22—&6) PERMIT APPLICATION Master Permit No. Permit Typ '�'� JOBADDRESS: City: Miami Shores County: Miami Dade Zip: �<7 Folio/Parcel#: d�' "Z� 3 Q Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): �'r7 Phone#: Address: City: 1 s �d°fC S State:�L_ zip: 33�� Tenant/1-11-ssee Name: Phone#: Email: CONTRACTOR:Company Name: 7Ekb Phone#: �tU� Address: L/ City: Mon State: Zip: Qualifier Name: Phone#: State Certification or Registration#: f ?—Certificate of Competency#: Contact Phone#: Email Address: DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ S V Square/Linear Footage of Work: �� 67 Type of Work: ❑Ad ❑Alteration ❑New ❑Repair/Replace ❑Demolition Description of Work: F ( � I e D vqu Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Senuning `ac$ Radon Fee$ DBPR$ Bond$ Notary b__ Training/Education Fee$ Technology Fee$ Double';Tee w_ Structural Review$ ®C)- C� TOTAL FEE NOW DUE$ 2-q6 , 2j,_r)% A ' Bor_Aling 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 ELECTRICAL WORK, PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFN)AVIT:. 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 app ed and a reinspection fee will be charged. Signaturez Signature Owner or Agent Contractor The forego' 'rumen was ac ovule ged be re me this The foregoing instrument was acknowledged before me this day o ,20 ,by day of � T ,20 by t ,0 who is personally known me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Q Print: 16 My Commission Expires: e, My Commission Expires: �• RAFAEL AMOREM °4 y RAFAEL AMO •: :; MY COMMISSION#FF 127227 _ .= MY COMMISSION#M127227 o' EXPIRES:May 28,2018 EXPIRES:May 28,2018 �,�jg,�•'' BondedThruNotaryFa�cUndenrrkew R(' ®ondQd Thru Notary ubk Undawke a L APPROVED BY �'� Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(R--visea 07/10. ?)(,:evised 06/10/2009)(Revised 3/15/09) MIAMI•DADE Miami-Dade County HVHZ Electronic Roof Permit Form :9 "Delivering Excellence Every We � - Section A In mati Master Permit No: Process No: ,,� „ }r AF Contractor's Name: AND S ROOFING Job Address: 42 NE 99 ST Roof Category ❑✓ Low Slope ❑ Mechanically Fastened Tile ❑✓ Mortar/Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Sprayed Polyurethane Foam ❑ Other: Roof Type ❑ New Roof ❑ Re-Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes ❑ No If yes,what type? ❑ Natural ❑ LPGX Roof System Information Low slope roof area (ft?) 1000 Steep Sloped area (ft?) 1700 1 Total (ft.Z)P700 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): Corner Size(a' x a'): 9 ZO CIS F g w ILC T � U .. .. .. v; .. E 00 U U w Wv ` • • 1� •.• 00\ Z• • ••• • L rf EL •1. w Q ~Q • :00•0 • • • • • •• •• r � MIAMMAD Miami-Dade County HVHZ Electronic Roof Permit Form Section D Tile Roof System "Delivering Excellence Every Day" Roof System Manufacturer: CROWN BUILDING Notice of Acceptance Number(NOA): 14-1006.03 Minimum Design Wind Pressures, If Applicable(from RAS 127 or Calculations): P1: 391 _ P2: 68.1 P3: 100.7 Maximum Design Wind Pressures, (From the NOA Specific system): 31 3 psf Fill in the specific roof assembly components.If a component is not required,insert not applicable(n/a)in the text box. Deck Type: --Select Deck Type-- 41 Optional Insulation: 'A Y Optional Nailable Substrate: Optional Nailable Substrate Attachment: Roof Slope: "/12" Roof Mean Height: 15 ft. Basesheet Type: Method of Tile Attachment: SHARK SKIN ULTRA -Adhesive, 2 Small Paddy Polypro-11-- - _--- Fastener Type for Basesheet Attachment: Alternate Method of Tile Attachment per NOA: 1 1/4 RS NAILS 6" OC AND 10" FIELD Tile Underlayment(Cap SheetType: SHARK SKIN ULTRA SA DripEdge Size&Gauge: —3 face 24 ga.— � _ _ Tile Underlayment Attachment Method: Drip Edge Material Type: I--Galvinized Metal-- rl- SELF ADHERED me . .. Drip Edge Fastener Type: 1�1/4 �� I�AtL ;•; •• Tile Profile: •• ••• •• •• NDSOR Hook Strip/Cleat gauge or vjeigait. --Select Hook Strip_- . . . . % . . % . . .. ... . . . . . . . . . . . . . . . . . . . ... . . . . ... . . . . . . V: . . . . . .. .. . . . .. .. ... . . . ... . . I ' MIAMI-D1ADE Miami-Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" Section E(Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems,use Method 1. Compare the values for Mr with the values from Mf.If the Mf values are greater than or equal to the Mr values,for each area of the roof,then the tile attachment method is acceptable. P 1: 39.1 X X .313 = 12.23 -Mg: 8.17 =Mr1: 06 < 31.3 ( NOA Mf P 2: 8.1 X X .313 = 1.31 -Mg: 8.17 =Mr2: 13.14 < 31.3 NOA Mf P 3: 100.7 X X .313 = 31.51 -Mg: 8.17 =Mr3: 3.34 s 31.3 NOA Mf Method 3"Uplift Based Tile Calculations Per RAS 127" 'or Uplift based tile systems use Method 3.Compare the values for F'with the values for Fr.If the F'values are greater than or equal to the Fr values,for !ach area of the roof,then the tile attachment method is acceptable. 31: -- X 1' - - -- _ -- - X W: _ -W. _ _ _ X cos 0: =Fr1: - - NOA F' 32: . X I: ---- - = X W: - --- = -W: _ _ _ X cos 6:F7=Fr2: <_ NOA F' '3: —- - X l: -- -� _ - --- X w: ----- _ - ._ -W. -- _ __—� X cos A: -- =Fra: ------ - --i NOA F' Where to Obtain Information to complete tile calculations Where to Find Description Symbol Design Pressure P1 or P2 or P3 Table 1 RAS 127,or by an engineer analysis prepared,signed and sealed by a professional engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope 6 Job Site Aerodynamic Multiplier X Product Approval(NOA) Restoring Moment due to Gravity Mg Product Approval(NOA) Attachment Resistance Mf Product Approval(NOA) Required Moment Resistance ••RAr'•: : I •*• : : ••• Calculated • • • • Minimum Attachment Resistance •�' •• • • 5 Now• • • ' Product Approval(NOA) Required Uplift Resistance Fr Calculated Average Tile Weight •• 1/,• ; ; Product Approval(NOA) Tile Dimensions O=width Product Approval(NOA) ••. • • • ••. • • Section C t � Mj rgjj; Miami-Dade County HVHZ Electronic Roof Permit Form Section C Page(Low Slope Roof Systems) "Delivering Excellence Every Day" Fill in the specific roof assembly components.If a component Is not required,Insert not applicable(n/a)in the text box. ROOF SYSTEM MANUFACTURER: ARCO Top Ply: LEAK BARRIER EASY STICK PLUS FR 12-0703.06 E1 _. Product Approval (NOA): _ . ... __ System Type Top Pty Fastening/Bonding Material: Wind Uplift Pressures,From RAS 128 or Sealed Calculations: SELF ADHERED (P1) Field 2.8_........ psf Surfacing: ............ (P2) Perimeters: 71.7 psf SINGLE PLY MEMBRANE: Single Ply Manufacturer/Type: (P3)Comers: 1.08 psf Maximum Design Pressure From NOA: 6U psf w Single Ply Sheet Width: 1/2 Sheet Width: Roof Slope: 25_ .. °:12 Roof Mean Height: tt. No.of Single Ply 1/2 sheets: Parapet Walls: 0 No 0 Yes Parapet wall Height: tt. Single Ply Membrane Fastening/Bonding Material: Deck Type: 5/8"Plywood— n., ❑FASTENER SPACING FOR BASESHEET ATTACHMENT Support Spacing: "o/c ❑SINGLE PLY MEMBRANE ATTACHMENT Alternate Deck Type: Existing Roof: 1.Field:F7-olc @ Laps&Elrows "o/c E:I2.Perimeter: "o/c @ Laps&F1rows El "o/c Fire Barrier. 3.Comer: -o/c @ Laps&El rows °o/c Vapor Barrier: NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: 2. Perimeter: 3. Corner: Anchor Sheet Insulation Fastener Type Anchor Sheet Fastener/Bonding Material: WOOD NAILER TYPE AND SIZE: Insulation Base Layer Size&Thickness: Wood Nailer Fastener Type and Spacing: Insulation Base Layer Fastener/Bonding Material: EDGE&COPING METAL SIZES: Insulation Top Layer Size&Thickness: Edge Metal Material —Galvanized Metal— Edge Size: -3"face 26 ga.— Insulation Top Layer Fastener/Bonding Material: Hook Strip Size: —SELECT EDGE METAL HOOK STRIP SIZE— Edge Metal Attachment: Base Sheet(s)&No.of Ply(s): 1 1/4 RS NAILS L. _ .. 75 BASE SHEET/LEAK BARRIER LAY Base Sheet Fastener/Bonding Material: ••• ••. . . . . ; : ••' Coping Material:I—SELECT PARAPET WALL COPING MATERIAL-- 1 1/4 RS NAILS • •• • • ' • "' • Co in Size - _ • � . . . � � ••• P g SELECT COPING METAL SIZE OR THICKNESS— ._._.... _.. _ Ply Sheet(s)&No of Ply(s)7 —SELECT COPING METAL HOOK STRIP SIZE-- Hook Strip Size: LEAK BARRIER EASY BASE FR Parapet Coping Metal Attachment: .._._...... Ply Sheet Fastener/Bonding Material:.'. ; . . • ,•• .• SELF ADHERED 00 • • • • • 0 • • 0 T Parapet Wall Nailable Deck MIAMI-M Miami-Dade County Building Department Electronic Application ow High Velocity Hurricane Zone Roofing Permit Application Form "Delivering.Excellence Every.Daly" Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations/Stripping/Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS-111 and Chapter 16. Concrete wall Elastomeric sealant tooled f to facilitate water run-off A Ontional:compressible Elastomeric sealant -- —` Metal counterflashing mech. r Parapet wall height: 2 _ ft. —attached 8"o/c w/washer p g �' ----"-� Seal top of base flashing w/ Roof Mean Height: 5 ft. ----w- �-= comptable material Base Flashing: Termination bar mech. LEAK BARRIER attached 6"o/c _ Surfacing: Field plies turned up wall -- Top Ply: Base flashing min. LEAK BARRIER 8"above finished roof Inter Ply Sheet: _ - LEAK BARRIER EASY BASE FR ' ---Top Ply �Interplies Base Sheet: \T, 75BASE SHEET/LEAK BARRIER LAY base Sheet _ _ Roof Deck Type: Roof Deck 5/8 PLYWOOD .. ... . . . . . .. •• . . . . • ...000 ... .. . . . .. 0:0 •• . •• 000 ... .. ... .. .. . .... . .. . . . . .. . . see . . see ... . . . . ... . . . . . . . . . . . . . .. .. . a . .. .. ... . . . ... . . r 1. 9dgaNa:'ablaDcck . 9V li `mom Dade County HTME,I "Deffiledngbyallence Every Ray' QQQA��'G'�� '�'G�'DG��6��G�r•�, C��f'�r� :Gaya l��'��Q��8�•.�ej��Q��:Q�i�: TOP P01 Russ sheat 4 Drip Fetal: 3x3 gale 25 ga _ Surfacing: - --.a— IITG•Ip meting Top lily: pp LEAK BARRIER EASY STICK PLUS FR , 1, 4 • LEAK BARRIER EASY BASE FR Base Sheet: Rala Dock 3 5 �� `# ••• . . 7.5 BASE SHEET /LeakBarrler EasylAY :00 Eftck Type: a - 000 000 0 5/8 CDX PLYWOOD •• • ., • • • . .. . . . . . . . ... . . . . ... . . . . . . ... . . ... . . . 000 0 0 t ' 0` Etta �.� 'Pelf►-rlrg Ex—H---Every pay" ---- h1l"t-RADE COUNTY -�--- REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS It is the responsibility of the roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of this form. The owner's initials in the designated space indicates that the item has been explained. ® 1.Aesthetics-workmanship: The workmanship provisions of Chapter 15(High Velocity Hurricane Zone)are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics(appearance)are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code,should be addressed as part of the agreement between the owner and the contractor. (B , 2.Renailing wood decks: When replacing roofing,the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16(High Velocity Hurricane Zones)of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). (�4 � 3.Common roofs: Common roofs are those which have no visible delineation between neighboring units(i.e.townhouses,condominiums,etc.). In buildings with common roofs,the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4.Exposed ceilings: Exposed,open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance;therefore,roofing nail penetrations of the underside of the decking may not be acceptable.The owner provides the option of maintaining this appearance, 5.Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate)in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6.Overflow scuppers(wall outlets): It is required that rainwater flow off so that the roof is not overloaded f om a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers(wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Chapter 15 and 16 herein and the Florida Building Code,Plumbing. 7.Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly(the building itself). The existing amount of attic ventilation shall not be reduced. .. ... . . . . .. . .. . . . . ... Ocvn$r's/Agen�ts Signah're: �( Date: Contractoe.%8igngttrre:• .•• .•. Permit Number: Property Qhsslul• • ... . . . . ... . . • • • • • • • • • • 12:14 • •• •• • • • •• •• ••• • • • ••• • • OWNER'S AFFIDAVIT OF EMWnON Roof to Wall Connection Hurricane Mitigation Retrofit for Existing Site-Built Single Family Residential Structures Pursuant to Section 553.844 F.S. Date: To: Re: Owner's Name.. 5 L. "- KA I Property Address: dpq eL 1745 Roofing Permit Number. Dear Building Kwial:, certify that I am not required to retrofit the roof to wall connections of ttry buildhig�ccIme: ZTlW just smivation for the sbucture for purposes of ad valorem taxation is less than$300,000. The building was constructed in compliance with the provisions of the Florida Building Cade(FBQ or with the provisions of the 1994 edition of the South Florida Building Code(1994 SFBQ Signature of W4cr*,Owner Print Name RAFAELAMOREM' J"227 STATE OF FLMMA COUNTY OF W"JI-DADE My COMMISSION FF Tri EXPIRES:May 28,2018 Swum to bt Bonded Thor Notary Public Ur*Avrbm Day of ,20 t he d;juft'%'-A*&0tio*8h cif W estructure for the purposes of rid'vvalorem taxation is equal to or more than $300,000,and the building ums not constructed in Compliance sith the FBC nor with the 1994 SFBC,and affi"it of RGof to Wall Gonneofion,Hurricane Mitigation Retrofit must be provided. V: 10:14 812512015. Property Search Application-Miami-Dade County T H E P Rfl' a P E W 7 VI 14, Pill P Summary Report Generated On:8/25/2015 Property Information Folio: 11-3206-014-2430 Property Address: 842 NE 99 ST Owner VICENTE BERDAYES , M LINDA E BERDAYES jj�j Mailing Address 842 NE 99 ST MIAMI SHORES,FL 33138 '7 Primary Zone 1100 SGL FAMILY-2301-2500 SO 0101 RESIDENTIAL-SINGLE Primary Land Use FAMILY:I UNIT Beds I Baths Half 2/1/0 Floors 1 of Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 1,948 Sq.Ft Lot Size 7,650 Sq.Ft Taxable Value Information Year Built 1951 1 20151 _20141 2013 County Assessment Information Exemption Value $50,000 $50,000 $50,000 a Taxable 2013 V 1 Year 2015 2014 Value $222,7111 $220,547 $216,5491 Land Value ____4"kA69 $130,308 $103,728 School Board Building Value $161,73 $159,424 $160,710 Exemption Value $25,0001 $25,0001 $25,000 XF Value r2062 $2,086 $2,111 Taxable Value $247,7111 $245,5471 $241,549 ..................._...... ........... Market Value $347,264 $291,818 $266,549 city -Assessed Value $272,711 $270,547 $266,549 Exemption Value $50,0001 $50,0001 $50,000 Benefits Information Taxable Value $222,7111 $220,5471 $216,549 Regional Benefit Type 2016 2014 2013 Exemption Value $50,0001 $50,0001 $50,000 Save Our Homes Cap Assessment Reduction $74,563 $21,271 - Taxable Value $222,7111 $220,547[_ $216,549 Homestead Exemption $25,000 $26,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Sales Information Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Previous Price OR Book- Qualification Description Board,City,Regional). Sale Page 07/27/2011 $430,000 27771-4376 Qual by exam of deed Short Legal Descrilptllons** 9 e 9 2008 and prior year sales;Qual by exam MIAMI SHORES SECVB 1(6-37. 07/01/2001 $197,500 19835-3249 of deed LOT'7&E1/2OFLOT.&tLKW: *o: eo* 05/01/1992 $0 15556-1917 Qual by exam of deed LOT SIZE 75.000 X 102 2008 and prior year sales;Qual by exam OR 19835-3249 07 2001 1 0 06/01/1986 $94,000 12885-0802 of deed The Office of the Pro er4y Apqmlser Is continually edINnearM 0 dating the tax roll.This webafte may not reflect the most current Information on record.The Property Appraiser a t'058e County assumes A liability,see full disclaimer and User Agreement at http:l/www.miamidada.govAnfo/discla!mer.asp Version: • �1'�d�pqy tiu,..•. lY.�'�IVN-JLYdJV.OUl�/^�.L MIAMI. � ,� �IrOI°uC'T CONM47L SECT'()" ._l�'"; 11805s. 26 Straefti�ou208 MME jonat171oAda33t752474 DEPA.LUAMT OF j'GMATORY AND UCOTIGh�C (URCL ��, T(786)315-2590 F(786)315-:2599 BOA.1ID AND CODE A-UYIM 1F5MTIG1 -U'-LWgGN wsysv mtflmidade.Qar/�RO�, Tarso,SjUeei&yPF"Incts,-me' one Ifnfarmagan.wly Supe 225 Little Reek,AR 72202 SCOPE:p the use of construction materials.The This NOA is being issued under the applicable rules and regulations governing REF--Product Control Section to be documentation submitted has beenreviewed and accepted by Mthe Autthority Having Jurisdiction(AM- used in Miami Dade County and other areas where allowed by iration date stated below.The IVliar<ml-Dade County Pro duct Control S ection This NOA shall not be valid after the exp reserve the right to have this (In Nam!Dade County)and/or the AHJ(in areas other than Miami Dade County) ' for uality assurance purposes.Ifthis product or material�ls to perform loks,mod!11 '4 or d product or material testedq and the A1�7 may t to revolve this acceptance, manner,the manufacturer will incur the expense of such testingRERes the suspend the-use of such product or material within� oZ s exon s pr du t or ma e13al fails to meet the ff it is determined by Miami Dada County Product Code requirements of the applicable building 00(18- designe• ed to comply with the Florida Building This product is approved as described herein,and has been Code. including the High Velocity Hurricane Zone of the Florida Building DESCRIPTION.*Tareo Self Adfiering Mod.�ed.Bite men 1400�ng Systenu over�oor1 stye ss e�'nanent label with the manufactarer's name or logo,city,state and following LA]BD+]L N&:Each unit shall bear a p oved„9 less otherwise noted herein. un statement:"Miami Dade Countypro duct ControlApp� OA shall be considered after a renewal application has been filed and there has been no change RENEWALof this N performance of this product, in.the applicable building code negatively affecting the p revision Or einthe ,xo has zoduct, TERP ATION of this NOA en EL will occur after the process.Misuse of this NOA ascan endorsement of any p section materials,use, and/or manufacture of the product or pi o ez ate this NOA.Failure to comply with y for sales,advertising or any other PUMA"aht';uf omatIca y sof this NOA,shall be cat�ss for termindtivn ail&.xe�:s`4 ot�:-f'•• • ' ' ' ' : ' Florida, and follow ed 'sin6 literature. zi anypoltion of the NOA is displayed,then .f��IE1lST][S1EI` +]�TTe The NO.A.number preceded by tie words IVlsamz Dade county, by the expiration date may be dis4r3ayP.d 1n ads g�••� ••, ••• . . .. . . .. . . it shall be done in its entirety. •• • • • • • • • • • • • e or its distributors aua TSPCT>(C, 1 o A copy of this entire NOA shall be provided to'the user by the manufactur x nest of the Building Official. shall be available for in at the job site at the:c q ... . . This NOA renews and revises NOA#12 p221 C►2.aRsmsiv of pIgl through 10. V - The submitted documen.Iiatlon was revi8*tdUY AUX lke"* :• •: o,o 1a_0703.06 p 1�IOA N dd y . /.9 .a+r za....d.'aFd�ro�IA¢BS 11168118 a Ra omms-rSTrMAwRoVAL categ2m. Roofing Sub-,Category: Modified Bitumen Maters SBS Dock TME. Wood IV�aum li3esfa pressure: -60.0 psf TRO-E NAM OF-PEDD-J0 T S YIAA�,T�T�D�OR LA-BF-111D 1,'i AP111 SANT TABLE 1. Test product praduct p,IMensions S-Oeeification Descritior� LeakBarriejAEasyLayTM 3'x 133'4"rolls ASTM I II226 Mechanically attached,asphalt coated p base LeakB airier® 3'x 72'rolls ASTM D 6163,Type I Self-adhered,fiberglass reinforced, smooth surfaced SBS modified bitumen EasyBaseTM base ply m,embft me. LeakBaazrier®EasyStick 3'x 36'rolls ASTM D 6164,Type I Self-adhered,polyester reinforced, PIusTM granule surfaced SBS modified bitumen cap ply membrane. ® 3'x 72'rolls ASTM D6163 Self adhered,glass fiber reinforced, kDarcLeahr SA Base Type I smooth surfaced,SBS modified bitumen EasyTosyTorh base ply membrane. LeakBarrier® 39 3/8" ASTMD6212, Polyester reinforced,smooth surfaced, EasyToxch"`APP x 32'10"rolls Typal e X APP modified bitumen torch applied cap membrane. Smooth AS tier® 39 3/8" TM D6222, Polyester reinforced,slate Bake surfaced, LeakB le APP x 32'10"rolls Type X APP modified bitumen torch applied cap EasyTmembrane. Granular ATFRO'V]C+Z<D 1(.>aT,9ULAT)tGNSe TAB)LE2 00 go: 1D��aaactaak er• lbMI �,`urreiit NOS • •• • • • • ••• • sum FiberRoof Rjgid,•gypsum-ba?ed MoaI-d s'tOek• United States Crypsum SECUROCIC G yp Corporation. Board ... .. .. . • . . go .. . . .. •••. .. . . . . . . . . • • • • • • • • • • IQIOA No,:12-0703,06 APPROVED FASTFMWo TABLE 3 l�mn:�s e�`a.rer asteraerc ct Pradract imea�sions Edith+C Ir ent IJ�1a ��'aana.i�er awe II'esea OMC}, Inc. 1. #12 Standard hoofgrip, w Phillips head. n fasteners, Various OM{}EeavyDuty Galvalume steel stress plates. TI round Oma, Ina. 2. O1VIG 3"Galvalume Steel Plata ' Altenloh,Brink&Co. 3. Trufast#12 DP Fastener Insulation fastener for wood, US,,Inc. steel and concrete Altenloh,Brinck&Co. 4. Trufast 414 HD Fastener Insulation fastener for wood, U.S.,Inc. steel and concrete 5. Trufast 3"Metal Insulation Galvalulne steel stress plate 3"round p,ltenlohnc &Co. U.S.,Inc.. Plate EVOWcE SVJBMT'PP+�De 'Kest.A.gency zest dentifner" Tes�/R�oat TAS 114(J) 10/16/07 Exterior Research&Design, T6460.06.07-RI o9106107 09/06/07 ,C -6470.08.07-R1 ASTMD6164- PRI Asphalt Technologies TOT-041-02-01 ASTM D226 061o5106 ASTM E108 11/02/12 Southwest Researchlnstitute 10.16924.01.220a ASTME108 11/02/12 10.16924.0I.220b ASTMD4601 05/23/13 Trinity RRD -43410.05.13 73 12/21/11 5450.12.11 ,p,,STMD6222 05/01113 T43940.05.13 STM D6222 07129/13 T�6I0.07.13 ASTMD6164 ... . . . . . .. . .. . . . . ... . 06 see 00 9 0 0 do 90. •:0 . •• .ee • .. • . •• . . . •• . . . • . • . • ... . . . . •.• . . . . . . . . . . . . NOA 1 0.:12-0703.06 z . YAembra ze Type: SBS Deck Type I.- Wood,Non-Insulated Deck Description: 19/32 ,orgreater plywood or-wood plank System rLryp 0 E(I).. Base sheet mechanically fastened- AR general and System 111111ta-LI' ans apply. Base Sheet: One ply of LeakBarrier®EasyLaYm fastened to the deck as described below. Fastening WI: .Attach base sheet using 12 ga.annulary ring shanIc nails with min. g .,� 1-518" c1lamre rows-ter ft- caps caps spaced 7"o.o.in the 4AIap and 7 o.o.in three,equally spaced,staggered Fastening B2: Attach base sheet using#12 Standard Roofgrlp or OMG Heavy Duty fasteners with OMG 3" Galvalume Steel Plates or Trufast 412 DP or Trufast#14 HD Fasteners with Trufast 3" Metal Insulation Plates spaced 10"o.o.in the min.4"lap and 10"O.G.in two,equally spaced,staggered centex rows. Ply Sheet: One ply of LeakBarrler BasyBase7m self-adhered. Membrane.- OneplyofLeakBarder BasyStickPlus"mself-adhered. Surfacing: (Optional) Install ono of the following to obtain required fueclassification. 1. Gravel or slag at 400 lbs/sq or 300 lbs/sq,respectively,in a flood coat of approved asphalt at 60 lbs/sq. 2. Karnak97 Fibrated Aluminum Asphalt Roof Coating or Asbestos Free Aluminum Roof Coating at 1%gaVsq. Maximum Design -60 psf (See General Limitation#7.) Pressure: .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . . .. . . .. . . .. . . . . . . . . . . . . .. . . . . . . . . ... . . . . ... . . . . . . . . . . . . . . ... . . . ... . . NGS.No.o 12-0703-06 a , SYSTA� L�TA.TJONS: tally fast,;ued Mesa car a nc- •sheer. ��cIIiO'��E� �and ply 6 when used as a Mechanically 1. A slip sheet is required with Ply for fie A.TIONSe ant Approved Roofing Materials directory �"E� of a�eptaace;refer to a torr Fire classification 1s not p .shall be attached in comPh�Ce with Product control 1. Fir t layer loved asphalt applied within the ratings of this product. ulti le layers. ThB fire y mope of apP le. ex ing attain of the top lay ex Insulation raaybe ins�o other layers shall be adhered a�hedusing the fasteni ,approved asphalt,mel sizB Approval guidelines- or mechani y ent.when applied in pl? EVT range and at a rata of a arca 61e for mechanical attachm insulations anel sizes are accep over closed cell foam 3. All standard p aired on.all applications baa lied using spot Shall be 4'x 4'maximum• elation panel is req eet shall br one at board ins hoard is used the base sh three rows, e 4. An overlay and/or recovery ad. no recovery mo ed 8" ribbons Encircling of th moPPu eter circles,24" o.c.; or ship ae a of ventilation, halt when the Vase sheet is Thalt 12 dlam a continuous ow cross ventilation. AsP mopping with approved asphalt center of the sheet allowineach ribbon to alt d one down the laced every 121m each side IRP an 6„ brew shall be p strips is not acceptable. A um,rate of 121bs./sq. e of.45 psi stem shall b e at a mi to a�o ,=deslgn.Press"' c roe(F')value of 2751bf, as application of either system um ChsraeterWd field tested,are below Note. Spot ached systems mall be Is based on a M� the fastener value, as for insulation attachm tion Standard TAS 105. ed on a mum 5, Fastener spacingwith Testing pP table. ent is bas Should the tested in comp s ao ent shall not be accep Sheet or membrana attachm stem ent of anchor/base sh value listed within a specific d acing, 275 lbf insulation attachm cal attachm �,design 0 facial,a revised fastener sp 6, Fastener spacing for nreahani otion with the maw the 13ading t may be fastener resistance value in con�un ed, as determlued by Arcbitect, or Registered Roof Consul Testing ce ba less than that requir Bred Enginresistance value taken from T fastener xesistan a Florida R.eg� a the yyithdxawal Application Standard RAS 117•Fastener Prep signed and sealed by shall uta ens. Fes ener spacing ]lance wlthRoofing ApPnents of these areas. submitted. Said revised fastas in pressure xequir compuan.. with Roofing dards TAS 105 and calculatiOl up P calculated in APP1,catlon.Stan comp y and base sheet as registered Professional corner areas shall insulation ed and sealed by a Florida rage �y r afer red 7, Perimeter and Te .pared, sign an limitation sp densities shall be increased forCculations p P lrestloa Standard RAS 117. feted goof Consultant ApP Registered Architect, or Regi not be alypldeable.) termination designs shall conform to Engineer, Ra tatlon#9 w3.11 t b pout,and/or flashing r e field, waw this ®As 9aeneral lim! ater nailers,m profiles Load requirements, attachment and slzing of Perim d applicable win ressure zones (• S 111 an PP be applicable to all roof p d,fastening at g, All Ping p fiction Standard RA be ermltted for enhance ea11y Roofing PP a limitation lisrted shall all P ULMItation is sp designed Pressur a1 ,sus nod eichra olatron shall hen this g. The maximum 1.Ieithe;raUMV4 �'�ecCcOrr r�and corners). Code and perimeters, and comcm)• eters.,' . . . a 7iea�le) zones (i.e, pew # .4 lot D0 pP With the Florida Building enhanced Prem ��A�Gene*l to . . accordance geferreal suit kava a quality assurance a�idit in 10. All products listed herein shall trsit� Codg•. . Rule91`I3 oftheflorids.Adn'A �j .. . . . . . . see ... . . . . ... . . • ' ' ' 1 2.0703.06 . V: . . No.. .:. .:. :' iCatidnl�a�e:'11/0118'' 1111 3 Ap roval Drar.e 10 Of 10 TGFU.R93228-Rooling Systems SJ23/2Q'f5 . nmumo W F'n1 Int I^�. 3228(,{�/ pworona fivstann1s 'Page Bottom -�•�' �" �"° "— � Roan SystanTs See General Information for Roofinq Systems R13228 TArLCO 114C SUITE 225 1 INFORMATION WAY LITTLE ROCK,AR 72202 USA• AF�t'F1ALe lrl;LTSYSuL'N V,fIi1•Ilqou ftoQFENt3ASPI•IAE.i Asphalt organic felt for use In construction of Class A, B and C roofing systems. Asphalt glass fiber felt for use in construction of Class A,B and C roofing systems, 51I1iGLE p4Y MEMBRANE SYSTEMS • Class A-Ballasted 1, beck:C-15/32 Incline:2 Insulation(optional).—Polylsocyanurate,polylsocyanurate/perlite composite,glass fiber,wood fiber or perlite,any combinatlon, any thickness. G2. Base Sheet(optional)--one or more plies of any ed Tyepe a Gi or r Ply Sheet(optional)—One or more plies of any UL classified Membrane:--"EasyMop SBS Cap", Surfacing:— River bottom stone(3/4 to 1-1/2 in, diam)at 1000 Ib/sq. Class A-Fully Adhered 1, ®ectc:C-15/32 Incline:1/2 Base Sheet:—One or more piles of any UL Classified G2 or"LeekBarrier GlassBase",followed by,"LeakBarrler SBS Multipurpose Underlayment" or"Leak6atvier EasyLay",mechanically attached. Ply Sheet:— "Leakearrier EasyBase FR",self adhered,one or more plies. Kembrano:— 'EasyStick Plus FR",self adhered. 2. beck: C-15/32 Incline:1/2 insulation(optional).—Any UL Classified,any thickness. Barrier Board."—'/a-In.,'h-in.or s18-In.thick G-P"DensDeck Primed RQ "DensDeck prime 21" Y fastened orffull�acihered with all DuraGuardo Roofboard" orUSG"SECUROCKO Glass-Mat Roof Board" (Type y joints staggered a min of 6 In. from the plywood joints.B r SBS MultlPurpose Underlayment"or"LeakBarrier Eas/Lay", Baso Sheet(optional):--One or more plies sof"I.@ajc o . • •. mechanically attached, ply Sheet(optional):--"LeakBarrier EasyBa�s a FR*6eij AQh4ecj ore. snore piles. Membrane:— "LeakBarrier EasyStick Plus F@.,ser ajlhe r�e.- ••• ••• 3.Deck. C-15/32 Incline:1/2 s see Insulation(optional):^Any UL Classlfl$d,•any4 hl�dcnecs.. c•P• a®4ofbbatr"f „DansDeck Prgo 0 ime 2T" Roofboard", or"DensDeck Sarrter Board: —'A-in.,'/2-in. or 5/8-in.thick G.P Qe1� j ��M::GVRXt),mechanlcaliy fastened or fully adhered with all DutaGuard®Roofboard", USG"SECUROCK@�ia*AMat Ro; Bta� •• joints staggered a min of 6 in, from the plywood joints. .3ass,ghee;(t3L�eiot�ai):^-One or more piles fl any L Cl mechaed G2 or nically attached akearrler GlassBase",followed by"LeakBarrier SB Multipurpose Undedayrnenp`or"LeakBarrler F,p, '" self aQh4eCp," or mote piles. Pkesheei (CllaeYorraQ:-® LealcBanierEasy]32 F , • • • Membrane:— 1.LeakBarder EasyStick Plus FR$, ser 4h(rej.•; • ••- •• • . • •• :• 4.Deefc: C-1.55/32 •••sltcllnet 1/1 ••• • • env Wr1enRSs. ..- Rnnf Board" (T'vpe t s MIAH MIAMI-DADE COUNTY Mal 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.gov/economy 3M Company 3M Center Building 0220-05-E-06 St.Paul,MN. 55144-1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 3MTM 2-Component Foam Roof Tile Adhesive AH-160 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 sit%at the 1equast of the Building Official. This NOA revises NOA 13-0502.02 and con%ij8 gt paiSi 10-; 04 1 f.• The submitted documentation was reviewed by Alex Tigera. . ... .• • .. . .• . . NOA No.: 14-0805.01 MLAMMADE COUNTY 00: Expiration Date: 05/10/17 Approval Date:09/04/14 ••• `" Page 1 of 11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company 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 2-Component Foam Roof Tile Adhesive AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2-Component N/A TAS 101 Two component polyurethane foam adhesive Foam Roof Tile Adhesive AH-160 Foam Dispenser N/A Dispensing Equipment RTF1000 ProPack®30& 100 N/A Dispensing Equipment 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 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Prope Test Results Density ASTM D 1622 1.6 lbs./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./Fe Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40'F.,2 weeks •• ••• +690%-Volume Change @ 158°F., 100%Humidity,2 • • Closed Cell Content ASTM O 2%Z '.' 86✓o Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and afe,sltbf ect to howl igaaufagturing variation. . . .. •. . .. . . �• � � � NOA No.: 14-0805.01 . .. . . . . . . . . MIAMI•DADE COUNTY •• • ' • ' Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 2 of 11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Repo rt Date Center for Applied Engineering 494-060 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 N113-589-631 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[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 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. 3M'"2-Component Foam Roof Tile Adhesive 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 3M'�2-Component Foam Roof Tile Adhesive 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 61G20-3 of the Florida Administrattve*Mt.: .'. : : .•• . .. . . . . %: . .. ... .. . : : . ... .. . .. . . . .. . . .. . . .. . . . . . . . . . . . ' '• • • • • ' • • NOA No.: 14-0805.01 MIAMNDADE COUNTY Expiration Date: 05/10/17 Approval Date: 09/04/14 + ' Page 3 of 11 • • • • • • • • • • • •• •• • • • •• •• INSTALLATION: 1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH- 160. 2. 3MTM 2-Component Foam Roof Tile Adhesive 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 3MTM 2-Component Foam Roof Tile Adhesive 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. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and 3M Company's 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). 6. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF 1000 or ProPack® 30& 100 dispensing equipment only. 7. 3MTM 2-Component Foam Roof Tile Adhesive 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 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH-160 has been dispensed. 9. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty weight shall be in accordance with the'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . •.• •• . •• . 00 .. .. . . . . . . . ... . . .. . . 0 0 0 0 NOA No.: 14-0805.01 CMIAMDADECOUNW Expiration Date: 05/10/17 �gnauxe Approval Date: 09/04/14 "' 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 Two-Piece Barrel (Cap Tile) Two Piece 2 Beads(1 each longitudinal 17 grams per bead edge)20-25 sq. inches each bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami-Dade County Product Control Approved" or the Miami- Dade County Product Control Seal as shown below. MIAMI-DARE COUNTY 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.: 14-0805.01 �qjjuxMIAM4DAD;COUNTY ••• • • • • • Expiration Date: 05/10/17 Approval Date: 09/04/14 •:• : ; ; ; •,• : Page 5of11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ADHESIVE PLACEMENT DETAIL# 1 mb astk c r Flat/Low Profile Tile 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 closest to the overlock of the the being set. 2. Continue in same manner. Insure approximately 17 EaWCO (109.7 cm2)—23 (148.4 cm)square inch adhesive contact with the underside of the tile. . 4 e►2 �. Nall tlhrvWhVL=&emem Medium Profile/ Double Pan Tile (when mwlreO 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 pan portion of the tile closest to the overlock of the tile being set. ,tiu 2. Continue in same manner. Insure approximately 17 o°1I ur al `' (109.7 cm2)—23 (148.4 cm)square inch adhesive contact with the underside of the tile. F. ids .p High Profile/Single Pan Tile 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 pan portion of the tile closest to the Overlock of the the being set. 4 2. Continue in same manner.Insure approximately 17 (109.7 cm )—23 (148.4 cm )square inch adhesive . _ contact with the underside of the tile. mdprd , •• • •• • • •• • • •• • • •• NOA No.: 14-0805.01 . .. . . see .•. .•. MIAMhDAD;COUNTY ••• • • • Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 6 of 11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ADHESIVE PLACEMENT DETAIL#2 +1a�+►�kp vit* m�tu %MYM#n*W[hT4] Flat/Low Profile Tile ar • ' ,�`'y� 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 �'6 the tile being set. Insure approximately 17(109.7 cm2) al �'�` `` "' _� —23 (148.4 cm2)square inch adhesive contact with the underside of the tile. �caurm. 2. At the second course,apply a minimum 2"(50.8mm) x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the .," 1, .# underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm) - 12(77.4 cm)square inch adhesive contact with the underside of the tile. NMI through OaArvemerd Medium Profile/Double Pan Tile lwn�re�alr�► J,Paaayd0weath111 , 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 pan portion of the tile closest to the overlock of the tele being set. Insure approximately 17(109.7 cm)— ' 23(148.4 cm) square inch adhesive contact with the 44 �ti i underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) �? x 7 (177.8 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. 3. Continue in same manner. Insure approximately 12" (77.4 cm2)- 14(90.3 cm)square inch adhesive contact with the underside of the tile. .. ... . . . . .. • . . . •(lnAri tions continued on next page) .. . .. .o. . . ... . . . . . . . . .. ... .. . . . .. off ... .. . .. . . .. . . .. . . .. . . . . . . . . . . . • .. NOA No.: 14-0805.01 MIAM•DADE COUNTY •• Expiration Date: 05/10/17 Approval Date: 09/04/14 ... . . . . ... . . Page 7 of 11 . . . . . . . . . .. .. . . . .. .. ... . . . ... . 6 ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) Nan thffeugh ca b � �� High Profile/Single Pan Tile 4whan re plmd) e� -,, ti 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy ti r onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the the being set. Insure approximately 17(109.7 cm2)— . i� ti ''= 23 (148.4 cm2) square inch adhesive contact with the e®nscl ,�'b =. �ti underside of the tile. 2. At the second course,apply a minimum 2 (50.8mm) x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the W* underlayment positioned as shown under the pan ,�' 4EEffm d9� portion of the the closest to the overlock of the tile ^ .- aflbeing set. 3. Continue in same manner. Insure approximately 17" (109.7 cm2) - 19(122.6 cm2) square inch adhesive contact with the underside of the tile. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... .. . .. . . :0. . . :0. . . .. . . . . . . . • •• NOA No.: 14-0805.01 MIAMI•DADECOUNTY Expiration Date: 05/10/17 000 0 0 0 0 *00 0 0 Approval Date:09/04/14 . . Page 8 of 11 . . . . . . . . . . . .. .. . . . .. .. ... . . • •.• • 0 ADHESIVE PLACEMENT DETAIL#3 RM dmmffi ptasdc cment 1■�nPdt i 1. On the eave course only,apply a minimum 2" (50.8 mtcc�s u ,� mm)x 10" (254 mm)x V (25.4 mm)foam paddy +mde'tW onto the underlayment positioned as shown,under singlepamy +an toy oftdle the strengthening rib for flat tile or under the pan ; portion of the tile for low or high profile tile closest sxatn '^ ,7 to the Overlock of the tile being set. Leave 5ir`gtep�id k .; approximately 4" (10 1.6 mm)up from the eave sin edge free of foam to prevent the expanded adhesive onumdeiLWmew 2x4hL from blocking the weep holes. Insure ® ^� , approximately 17-23 int(109.7-148.4 cm2)of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm)x 4" (101.6 mm)x 1" (25.4 mm)foam paddy onto the underlayment just below RaULowProfileTlle the second course line positioned foam paddy under the strengthening rib for flat tile,or under the NO*m ughplasticcement Single paddy undutile pan portion of the tile,closest to the underlock for (whenrewriedl Pai � the second course tile to be installed. Insure m approximately 8-9 int(51.6-58.1 cm2)of adhesive Battem paddy lmdaMel contact with the underside of the tile. t (Instructions continued on next page) onwp Z 41M sEnoelsaftan 101n. 21M Fare Closure EweCeurse rasda MecUum Fmtlle311e •. ••. •• • . • •• • ... •• . •• . •• 0*0 Soo NOA No.: 14-0805.01 htwt Fgayxermj ecouw7�r Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 9 of 11 . . . . . . . . . . ... . .. .. . . . .. .. . . . ... . . ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) Na00wwgh plastic Shoe paddp odea bite t fihenseWrredl PaM3. Also apply a 2" (50.8 mm)x 4" (101.6 mm)x /4" '� "' ' (19 mm)paddy on top of the eave course tile _ rud , surface as shown,on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. an Install second course of tile. Insure approximately 4X41n. � `�r — 9(58.1 cm2)- 11 (71cm2)square inch adhesive 2s4 contact with the underside of the tile at the overlap paddyswe and 7(45.2 cm2)-9(58.1 cm2)square inch ofime � � " adhesive contact with the underside of the tile at X44 the head of the tile. Continue in same manner. Eawe Course ``- Weephak to i0, ads. Ewe closure Ddpedge Higb ProflteTfln .. ... . . . . . .. . .. . . . . ... . • • . • .. ... .. . . . .. . ••• •• . •• . 00 . •. • . •. • • .. . . . . . . . . . . . • •• NOA No.: 14-0805.01 MIAMI•DADE COUNTY ••• • • • • • Expiration Date: 05/10/17 Approval Date: 09/04/14 ••• ' '•• 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" In conPlatact with hesive chimre85to70sq.in steeppequired)itch applications' 50.8 mm x 10" 254 mm x 1" 25.4 mm foam In contact with the pan file. when required) ( ) ( ) ( ) 2)Tum covers upside down.Piece adhesiveIn paddy onto the underlayment positioned as tot in.from outside edge ofcover tile. shown under two adjacent pan tiles. Support eave Then install the tile.Ensure 20 to 2s sq.in.contact area. r-,� tiles from rocking until adhesive has a chance to IUnderlayment cure. 'rte 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65(419.4 cm )—70 (451.6 CM2) ;. square inch adhesive contact with the underside of the pan tile. �*r sheathing Eave closure (motarshown) 3. Turn covers upside down exposing the underside Weephoie Fascia Board of the tile. Apply a minimum 1"(25.4 mm)x 10" (254 mm)bead of adhesive directly on the inner Remove top portion of the eave course cover tile.Abut to second course of edge of each side of the cover tile. Leave pantiles.Ensure eave end of pan and cover tiles are flush at eave One. approximately 3/4"(19 mm)to 1"(25.4 mm) Two Piece Barrel-High Profile Tile from the outside edge of the tile,inward,free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20(129 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. S. 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.: 14-0805.01 MIAMI•DADECOUNTY Expiration Date: 05/10/17 t Approval Date: 09/04/14 •s• i i i e •i• i i • ••• Page 11 of 11 . . . . . • . . . . . .. .. . . . .. .. ... . • . •.. . . MIAMI-DADE COUNTY MIAMI-DADE 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.gov/economy Crown Building Products of Florida,LLC 6018 HWY 72 Arcadia,FL 34266 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Windsor Roof Tiles 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 shat I 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 sliallIV prgvided to the Xer by the manufacturer or its distributors and shall be available for inspection at the job sit;at the;egia;st oft&$u3lding Official. This NOA consists of pages 1 through 8. .. ... .. . . . .. The submitted documentation was reviewed by Juan E. Collao,R.A. . . .. . . .. . . see •• •//0^ ,�• NOA No.: 14-1006.03 MIAMI-DADE COUNTY •• • • • • ••• • • Expiration Date: 01/29/20 Approval Date: 01/29/15 •:• i• •: ••• •:• :• . : Page Iof8 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a roofing system using Windsor Roof Tiles,as manufactured by Crown Building Products of Florida, LLC as 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 Dimensions Test Product Applicant Specifications Description Windsor Shake L= 17" TAS 112 Flat, interlocking,concrete tile equipped with two W= 13" nail holes. For direct deck or battened nail-on, H= 1.2" mortar or adhesive set applications. Thickness: 0.59" Windsor Split Shake L= 17" TAS 112 Flat,interlocking,concrete tile equipped with two W= 13" nail holes. For direct deck or battened nail-on, H= 1.3" mortar or adhesive set applications. Thickness: 0.59" Windsor Slate L= 17" TAS 112 Flat, interlocking,concrete tile equipped with two W= 13" nail holes. For direct deck or battened nail-on, H= 1.3" mortar or adhesive set applications. Thickness: 0.59" Trim Pieces L=varies TAS 112 Accessory trim,concrete roof pieces for use at W=varies hips,rakes,ridges and valley terminations. Varying thickness Manufactured for each tile profile. 2.1 PRODUCTS MANUFACTURED BY OTHERS Product Name Product Description Manufacturer (With Current NOA) 3MTM 2-Component Foam Roof Tile Two component polyurethane 3M Company Adhesive AH-160 foam adhesive. TILE BONDTm Roof Tile Adhesive Single component polyurethane The Dow Chemical Company foam roof tile adhesive. "Tile Tite"Roof Tile Mortar Premixe$'ptls *A!d fbp1:tiJt •'• Bermuda Roof Co. Inc. mortar. • •• .•. . Bonsal Roof Tile Mortar Premixed,pre-bagged ioottije Bonsal American mortar. . ... .. . .. . "Quikrete"Roof Tile Mortar,FL-15 Premoixe d,pre-baXedglay�rdaf The Quikrete Companies,Inc. tile qvw. 0 a 0 • NOA No.: 14-1006.03 MIAMMADECOUNTY • • • • Expiration Date: 01/29/20 . ... Approval Date: 01/29/15 Page 2of8 2.2 MANUFACTURING LOCATION 1. Arcadia,FL 2.3 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161-03 Appendix III PA 102&PA 102(A) Dec. 1991 7161-03 Appendix H PA 108(Nail-On) Dec. 1991 Letter PA 108 (Nail-On) Aug. 1994 P0631-01 PA 108 (Mortar Set) July 1994 P0402 Withdrawal Resistance Testing of screw Sept. 1993 vs. smooth shank nails The Center for Applied 94-060A PA 101 (Mortar Set) March, 1994 Engineering,Inc. 94-084 PA 101 (Adhesive Set) May 1994 25-7094-2 PA 102 Oct. 1994 (4" Headlap,Nails,Direct Deck,New Construction) 25-7094-8 PA 102(4" Headlap,Nails,Battens) Oct. 1994 25-7094-5 PA 102(4" Headlap,Nails,Direct Deck, Oct. 1994 Recover/Reroof) 25-7183-6 PA 102(2 Quik-Drive Screws,Direct Feb. 1995 Deck) 25-7183-5 PA 102(2 Quik-Drive Screws,Battens) Feb. 1995 25-7214-1 PA 102(1 Quik-Drive Screw,Direct Deck) March, 1995 25-7214-5 PA 102(1 Quik-Drive Screw,Battens) March, 1995 Project No. 307025 PA 100 Oct. 1994 Test#MDC-77 Celotex Corporation Testing 520109-1 PA 101 Dec. 1998 Service 520111-4 PA 101 March 1999 520191-1 PA 101 March 1999 Walker Engineering,Inc. Calculations Aerodynamic Multiplier October 2007 Calculations Moment of Gravity August 2007 Calculations 25-7094 February 1996 Calculations 25-7496 April 1996 Calculations 25-7584 December 1996 Calculations 25-7804b-8 December 1996 Calculations 25-7804-4&5 December 1996 Calculations 25-7848-6 December 1996 Calculations 25-7183 March 1995 Calculations• ••• Aerodynamic Multipliers April 1999 Calculatio0s ••; e4o�jti Adhesive Set System April 1999 . .. . . • • ••• • • . • . . • .. ... .. . . . .. . ••• •• . •• . . . •. • • •. • • .. . . . . . . . . . . . . •• . • . • . • . • NOA No.: 14-1006.03 MIAMMADE COUNTY ... . • • • ••• • • Expiration Date: 01/29/20 • ••• Approval Date: 01/29/15 . . . . . . . . . . • •• •• . •• •• Page 3of8 ... . . ... . . l 2.3 SUBMITTED EVIDENCE (CONTINUED): Test Agency Test Identifier Test Name/Report Date American Test Lab of South RT0908.01-14 TAS 112 09/18/14 Florida RT0923.01-14 TAS 112 09/30/14 RT0923.02-14 TAS 112 09/30/14 RT0912.01-14 Restoring Moment 09/18/14 Aerodynamic Multiplier 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 Miami-Dade Product Control 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. 3.7 All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. 4. INSTALLATION 4.1 Windsor Roof Tiles 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) Windsor Shake, Windsor Split Shake, 11.7 1.42 1.08 Windsor Slate Table 2: Aerodynamic Multipliers -It(W) Tile Profile A (ft ) a(ft ) Batten Application Direct Deck Application Windsor Shake, Windsor Split Shake, Q.2'8g': : : .'. : : 0.313 Windsor Slate •• • . .. . . . . ... . .. ... .. . . . .. ... .. . .. . . . .. . . .. . . .. . . . . . . . . . . . . •• . • . • . • . • NOA No.: 14-1006.03 MIAMI-DADE COUNTY ... ... • Expiration Date: 01/29/20 • ••• Approval Date: 01/29/15 . . . . . . . . . . 0:0 . .•• •• . ... .• •• •• Page4of8 . Table 3: Restoring Moments due to Gravity -Mg (ft-lbf) Tile .. 7":12" or Profile 2":12 3":12 4":12 5 :12 6 :12 greater Windsor Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Shake, Deck Deck Deck Deck Deck Deck Windsor Split Shake, 8.27 8.26 8.19 8.17 8.07 8.04 7.91 7.87 7.72 7.67 7.50 7.46 Windsor Slate Table 4: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Mechanically Attached Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19/32" plywood) plywood) Windsor Shake, 2-10d Ring Shank Nails 30.9 38.1 17.2 Windsor Split Shake, 1-10d Smooth or Screw Shank 7.3 9.8 4.9 Windsor Slate Nail 2-10d Smooth or Screw Shank 14.0 18.8 7.4 Nails 1 #8 Screw 30.8 30.8 18.2 2#8 Screw 51.7 51.7 24.4 1-10d Smooth or Screw Shank 24.3 24.3 24.2 Nail (Field Clip) 1-10d Smooth or Screw Shank 19.0 19.0 22.1 Nail (Eave Clip) 2-10d Smooth or Screw Shank 35.5 35.5 34.8 Nails (Field Clip) 2-10d Smooth or Screw Shank 31.9 31.9 32.2 Nails (Eave Clip) 2-10d Ring Shank Nails 50.3 65.5 48.3 1 Installation with a 4"tile headlap and fasteners are located a min. of 2'/"from head of tile. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ••• •• . •• . • • •• • • •• • • •• • • • • • • • • • • • • •• • • • • • • • • NOA No.: 14-1006.03 MIAMI•DADECOUNTY Expiration Date: 01/29/20 • ••• Approval Date: 01/29/15 • • •• •• •• •• Page 5 of 8 ... . . . ... . . Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Windsor Shake, Windsor Split Shake, Adhesive 2 31.33 Windsor Slate 2 See manufacturer's component approval for installation requirements. 3 TILE BOND Roof Tile Adhesive;Average weight per patty 13.9 grams. 3MTm 2-Component Foam Roof Tile Adhesive AH-160;Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Windsor Shake, 3M 2-Component Foam Roof Tile Adhesive AH-160 118.94 Windsor Split Shake, 3MTm 2-Component Foam Roof Tile Adhesive AH-160 40.45 Windsor Slate 4 Large paddy placement of 45 grams of 3M 2-Com onent Foam Roof Tile Adhesive AH-160. 5 Medium paddy placement of 24 grams of 3M 2-Component Foam Roof Tile Adhesive AH-160. Table 7: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Windsor Shake, Windsor Split Shake, Mortar Sets 39.0 Windsor Slate 6 Seespecific mortar manufacturer's Notice of Acceptance 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami-Dade County Product Control Approved". � O � D � oQ .. ... .. . . . .. WINDSOR SHAKE,WIN.DSjg4 SPLIJ SIJAKE,4ND YVINDSOR SLATE ROOF TILES (LoCATEICON VIME14WE WUILE) NOA No.: 14-1006.03 MIAMPDADECOUNTY ... . • . • ... . • Expiration Date: 01/29/20 • • • • • • • • ' ••' Approval Date: 01/29/15 . . . . . . . . . . • Page 6 of 8 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 Building Official or Applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS FASTENER HOLES 0 0 17° 13" WINDSOR SLATE •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• •• • •• • • • •• • • •• • • •• • • • • • • • • • • • • •• • • • • • • • • NOA No.: 14-1006.03 MIAMI•DADECOUNTY ... . . . . ... . . Expiration Date: 01/29/20 • ••• Approval Date: 01/29/15 . . . . . . . . . . • •• •• . •• •• Page 7 of 8 ... . . ... . . PROFILE DRAWINGS(CONTINUED) FASTENER HOLES 17" 13" WINDSOR SHAKE FASTENER HOLES 0 0 17" .. .. . . . . . .. WI"sc..R�]� e. . .d SI..I0. K. �' END:OF THISACCERTANCE .. . . . . . . . . . . . . .. . . . . . . . . ••• • • NOA No.: 14-1006.03 MAMMADE COUNTY ••• • • • • ••• • • Expiration Date: 01/29/20 • "' Approval Date: 01/29/15 . . . . . . . . . . Page 8 of 8 ... . . . ... . . i MIAMI.DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Kirsch Building Products,LLC. 1464 Madera St.#387 Simi Valley,CA 93065 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Sharkskin Roof Underlayment Systems 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 N0 1 shark+;pjojic�e Jty the user by the manufacturer or its distributors and shall be available for inspeNon*fit the)02i Sits ht the request of the Building Official. This NOA renews and revises NOA No. 09-1123.02 and consists of pages 1 through 8. The submitted documentation was reviewed�yJorge.J . Arcebo. •• • . . . .. 0 . . . . . . . ... NOA No.: 15-0421.10 MIAMI•DADE COUNTY ' • ; •;• ; Expiration Date: 07/14/16 ••• Approval Date: 07/30/15 • •• •• •• Page 1 of 8 .. . . 0 000 0 0 ' R ROOFING COMPONENT APPROVAL Category Roofing Sub—Category: Underlayment Material: Polypropylene TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Sharkskin Comp® 48"x 250' ASTM D226 A multi-layer laminated roof underlayment Manufacturing Type I or H comprised of a high-strength woven Location 41 polypropylene base with a UV&antioxidant protection bond layer and a slip-resistant top layer. Sharkskin Ultra® 48"x 250' ASTM D226 A multi-layer laminated roof underlayment Manufacturing Type I or H comprised of a high-strength woven Location 41 TAS 104 polypropylene core with a UV&antioxidant protection bond layer to both sides and a slip- resistant top layer. Sharkskin Ultra 48"x 250' ASTM D226 A multi-layer laminated roof underlayment Radiant® Type I or H comprised of a high-strength woven Manufacturing polypropylene core with a reflective barrier on Location 41 the underside and a UV&antioxidant protection bond layer on both sides and a slip- resistant top layer. Sharkskin Ultra SA® 48"x 125' TAS 103 A multi-layer laminated roof underlayment Manufacturing comprised of a high-strength woven Location 42 polypropylene core between two layers of UV &antioxidant protection bond and a self- adhering underside and a slip-resistant top layer. MANUFACTURING LOCATIONS: 1. Ahmadabad,India 2. Newburyport,MA EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Trinity ERD K6550.08.07 TAS 114-C 08/20/07 K0810.12.05-R1 ASTM D1623 10/06/09 K3140.05.10 ASTM D1623 05/18/10 K6540.(�.07-R2• • •A§TM D226 10/08/09 K654(103.08 X : TAS l03/TAS 117-B 03/10/08 K6540,03.0 jj IMS 1 14/TAS 117-B 03/10/08 08 K9210.05. -RI TAS 103/TAS 104 11/13/09 • ASTM D5147/ ASTM D4798 KRS-S473'90.03.15%3 ;rAS;L03 j ASTM D 1623 07/09/15 .. . . . . . . . . . . . . .. . . . . . . . . NOA No.: 15-0421.10 MIAMI-DADE COUNTY �' a Expiration Date: 07/14/16 • �•; Approval Date: 07/30/15 *:0 •• •• • •• •• Page 2 of 8 . . . ... . . APPROVED SHARKSKIN SYSTEM ASSEMBLIES: Deck Type 1: Wood Deck Description: 19/32° or greater plywood or wood plank System E(1): Base sheet mechanically fastened to deck, subsequent cap membrane self-adhered. All General and System Limitations shall apply. Base sheet: One or more plies Sharkskin Ultra®applied in single coverage method parallel to the eave with minimum 4"horizontal laps and minimum 6"vertical laps applied as specified below. Fastening: Mechanically fastened with approved nails&tin caps spaced 6"o.c. at the 4" horizontal overlaps and 10"o.c. in a grid pattern having three,equally spaced, staggered rows in the field of the sheet. Ply Sheet: (Optional) Sharkskin Ultra SA®,self-adhered with minimum 2"horizontal overlaps and minimum 6"vertical overlaps. Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release liner as the membrane is applied. Membrane: Sharkskin Ultra SA®,self-adhered with minimum 2"horizontal laps and minimum 6"vertical laps. Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release liner as the membrane is applied. When used in Tile roof systems the cap sheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12"o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed Surfacing: Approved for asphalt shingle,mechanically fastened roof tile,foam-adhered roof tile,non-structural metal roofing,wood shakes&shingles or slate roof assemblies as specified within the Roof System NOA. Note: For tile roof assemblies,refer to RAS 118, 119 or 120 and the tile manufacturer's NOA. For foam-adhered tile roof assemblies,approved for use with 3M 2- Component Foam Roof Tile Adhesive AH-160,Dow TILE BOND Roof Tile Adhesive and Convenience Products Touch n' Seal StormBond Tile Adhesive. .. ••• . . • . . •• .. . . . . %: .. . . . . ... . • . • • . • .. ... .. . . . .. . ... •• . •• . .... •• .. ... . .. . . .... . . . . . . . • . • . • . • NOA No.: 15-0421.10 MIAMI•DADE COUNTY • • "�• Expiration Date: 07/14/16 •; ; Approval Date: 07/30/15 •;• ;• •; ••• •;• ;• •; Page 3of8 GENERAL LINIITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. Sharkskin Roof Underlayments shall be installed in strict compliance with applicable Building Code. 3. All Sharkskin Underlayments shall be applied to a smooth,clean and dry surface with deck free of irregularities. Deck shall be fastened in strict compliance with applicable Building Codes. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 4. Sharkskin Ultra may be used in asphaltic shingle,direct-deck/batten wood shake&shingle, direct-deck/batten quarry slate or direct-deck/batten non-structural metal roof applications. S. Sharkskin Comp may be used in asphaltic shingle,direct-deck wood shake&shingle,direct-deck quarry slate or direct-deck non-structural metal roof applications. 6. Sharkskin Ultra Radiant may be used in battened non-structural metal roof,battened wood shakes &shingles or battened slate roof applications. Sharkskin Ultra Radiant shall not be used as a tile,asphalt shingle,direct-deck wood shakes&shingle,direct-deck non-structural metal or direct-deck slate underlayment. 7. Sharkskin Comp or Sharkskin Radiant shall not be used as a roof tile underlayment or as part of a roof tile underlayment system. 8. The Sharkskin Ultra and Sharkskin Ultra SA two-ply underlayment system may be used in asphalt shingle,mechanically fastened tile,foam-adhered tile,wood shake&shingle,quarry slate or non-structural metal roof applications. 9. The standard maximum roof pitch for The Sharkskin Ultra and Sharkskin Ultra SA two-ply underlayment system shall be 5:12 for flat tile and profiled tiles with lugs. A maximum of 10 tiles per stack are allowed when loading tile on the underlayment. Battens shall be used for tile staging on slopes above 5:12. 10. Sharkskin Roof Underlayments shall not be applied over an existing roof system as a recover application but may be applied as specified herein as part of an approved underlayment system. 11. Sharkskin Roof Underlayments shall not be left exposed as a temporary roof for longer than 180 days of application. 12. Sharkskin Roof Underlayments are components used in roof systems assemblies. Roof system assemblies are approved under specific Notice of Acceptance. Refer to Prepared Roofing System Product Control Notice of Acceptance for listed approval of this product with the specific prepared roofing assembly. 13. Sharkskin Roof Underlayments may be used with any approved roof covering Notice of Acceptance listings the Sharkskin product(s)as a component part of an assembly in the Notice of Acceptance. If Sharkskin Roof Underlayments are not listed,a request may be made to the Authority Having Jurisdiction(AHJ)or the Miami-Dade County Product Control Department provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance and fire testing results. 14. Flash vent pipes,stacks,chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 15. All membranes or packaging shall bear t he imp tint or identifiable marking of the manufacturer's name or logo,city,state and foltowing ltAgpljit; tbade County Product Control Approved" or the Miami-Dade Cownty PrbdLc:Cioi' 41 Stal as shown below. MIAMMADE COUNTY END bP TIII�AICI O.OTN•NCE • •• Y • • • • • • • NOA No.: 15-0421.10 MIAMI•DADE COUNTY 9:0 • • • • 0:0 • • Expiration Date: 07/14/16 •••• : : :•: : Approval Date: 07/30/15 i i•••i i•i • ••• •i i ••i Page 8 of 8 ••• • • •