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REV-16-3359 Miami Shores Village e i� g 910 E 1330 Building Department _ 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 , INSPECTION LINE PHONE NUMBER:(305)762-4949 1 FBC 20 IL-1 BUILDING Master Permit No PERMIT APPLICATION Sub Permit No. ve,:` -3Lc5q ❑BUILDING ❑ ELECTRIC `iZOOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [:] MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION [:] SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1 IQ� l C)::� S—�— City Miami Shores County Miami Dade Zia: Fono/Parcel#:_//- �� C)11 6-)�UG9 is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: f'`'� Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): ��C.E� 4 ln Phone#: �� ® `�®� A am`� 00 Address: 1yi+ ' S:r City: YV6AAb. ;aVyoee s State: " Zip: Tenant/Lessee Name: ��14 Phone#: N Email: �. ntea �i�l� - Q !aMQLO 1• i' MI CONTRACTOR:Company �'��ypany Name: O 1"-f�`.� ��`�- Phone#: lo6U Address: / C IZI-7 City: ®zG'C?,eL' 4 state: l p: Qualifier Name: �'/il '��� Phone#: State Certification or Registration M ccc / G 6-b�Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New [�Yftpalr/Replace ❑ Demolition Description of Work: o � CC) Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (RwbedOZ/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Not/ce to Applicant: As a condltlon 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 approve n a reinspection fee will be charged. Signature Signature ��NER or AGENT CONTRACTOR The foregoing Instrument �was saacknowledged before me this The foregoing instrument was acknowledged before me this day of / C_" 20A/. -- by q day of _*20 16 by L' (� pe y known t DT lc rn cla Lo-zg n®.w na y no to Tor 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 PUBUC: Sign: Sign: V Print: a Print: V`a rt S.S F- #.-k rZ ✓ter O Seal: "" Seal: ,��tiPar n�A�� MARY L.LOZANO Notary Public-State of Florida ' « e y ' My Comm.Expires Jun 16,2018 ®2 «tee, ✓�rir ti RA{�nrrc Commission#FF 105466 ' APPROVED BY j� Plans Examiner Zoning Structural Review Clerk (Revisedo2/24/2014) • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES b E C 1 Florida Building Code 5th Edition(2014) o igh-Velocity Hurricane Zone Uniform Perm pp I ` io o fir. - 1 1 Section A(General Informatlo 1 Master Permit No. 1 Contractor's Name Job Address_ 6 A/6 /02- 5Z' `� 1 1 ROOF CATEGORY 1 1 [ Low Slope ❑ Mechanically Fastened Tile 8'�Mortar/Adhesive Set Tiles ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes 1 ❑ Prescriptive BUR-RAS 150 1 ROOF TYPE 1 ❑ New roof ❑ Repair ❑ Maintenance Reroofing ❑ Recovering ROOF SYSTEM INFORMATION 1 Low Slope Roof Area(SF) �© Steep Sloped Roof AREA(SSF)Z,k ZTotal(SF)3.19U� I 1 1 Section B(Roof Plan) 1 Sketch Roof Plan:Illustrate all levels and sections,roof drains,scuppers,overflow scuppers and overflow drains.Include dimen- sions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets. 1 1 TV 1 zc? c I r 1 W 3- v Q OOJ Cn 1�3 Z i C _ o � N e, I m LL III C 1 ` Ir < 1 d } cn 1 ® LLJ Z J 1 c z 0 V t> i a H C" C uaw a C U Fm] 0 ® Uj •• • • • • • • • •• C i ® 0 ® F— z i i i i i i cr CL Z 000 -00 *0 0 NN ¢/ l • ••• •• ••• �• r 1 FLORIDA BUILDING CODE—BUILDING 6W F&UMC 4%0144)••• • • 15,37 l 1111IM111011 w* w d� j41 RRRITV RESEIVVED);a=ssed by Filmer Palacio on Jun B,2015 10:32:12 AM pursuant D License OW �+ i • i ••• • • • ••• • • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code bth Edition(2014) � High-Velocity Hurricane Zone Uniform Permit Application Form 1 i Section D(Steep Sloped Roof System) 1 Roof System Manufacturer: ,,/ DU / f> Notice of Acceptance Number._ /J`^ Opp/.659 1 Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations): 1 p1• p1: — 6 / p1: — 1 1 1 1 Deck Type: 1 Type Underlaymen �30 Roof Slope: 1 _ -3 : 12 Insulation: 1 1 Fre Barrier: Ridge Ventlation? Fastener Type&Spacing: .� 1 1 Adhesive Type: am 1 f Type Cap Sheet: 1 �UYd l ��Sdd 1 1 Mean Roof Height: Roof Covering: a 2 Y V® 1 Type&Size Drip �� 1 Edge: " c7c . 1 1 .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... ... ... . •• . •• . • •• FLORIDA BUILDING CODE—BUILDINGpM EFITION(2011) •0• - 15.39 1 1Hill' Copyright to,.r licensed by.:6!(&j.L PARM:MSEMED);accessed by Eliezer Palacio on Jung,201510:32:12 AM punuant to Ucense AgrccateM.IVB furtl�6�r�p�opuctitrns�uthori�rd i. .i 000 0 0 0 000 0 0 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES _ Florida Building Code 5th Edition(20.84) High-Velocity Hurricane Zone Uniform Permit Application Form. section E Crile Calculations) For Moment based file systems,choose either Method 1 or 2.Compare the values for M,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. a Method 1 "Moment B sed Tile Calculations Per RAS 127" t� Product Approval M, er (P2 b6. x9. Mg: M, Product Approval M,•- (P3 Mr, Product Approval M, S Method 2"Simplified Tile Calculations Per Table Below" Required Moment of Resistance(M,)From Table Below Product Approval M, M,required Moment Resistance' Mean Roof Height 15, 20' 25' 30, 40' Roof Slope 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29A 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 'Must be used In conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based the systems use Method 3.Compared the values for F with the values for Fr.If the F values are greater than or equal to the Fr values,for each area of the roof,then the tie attachment method Is acceptable. Method 3"Uplift Based Tile Calculations Per RAS 127" (P1: x L = x w.=_)-W: x,cos 8 =Fn Product Approval P (P2: x L - x w:=_)-W: x cos 8 =F2_ Product Approval F' (P3: x L = x w:=_)-W: x cos A =F, Product Approval F Where to Obtain Information Description Symbol When:to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier x Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance M, Product Approval Required Moment Resistance MB Calculated Minimum Attachment Resistance •• ••f'• • • • • PLoduct Approval Required Uplift Resistance , .. . . Calculated Average Tile Weight ••• ••'IV••; ••• product Approval Tile Dimensions L =length W=width Product Approval All calculations must be submitted to the builc(jng ggigial at the tilpip•of peppy appication. . .. . .. . . .. 000 0 16.40 FLORIDA BUILDING CODE-BUILDING,6th EDITION(2014) • •• •• • • • •• •• ••• • • • ••• • • l-0RN SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 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 contracto . er's initial in the designated space indicates that the item has been explained. 1. Aesthetics•Workmanship:the workmanship provisions of Section R4402 are for the purpose of r 'ding that the roof system meets the wind resistance and water instruction performance standards. esthetics(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 thea reje�nt between the owner and the contractor. 2. / Renalling wood decks:When replacing roofing,the existing wood roof deck may have to be rpAiled in accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior re v the existing roof system). 3. Common roofs:Common roofs are those which have no visible delineation between neighboring u ` (i.e. wnhouses,condominiums,etc.) In buildings with common roofs,the roofing contractor and/or e ould notify the occupants of adjacent units of roofing to be performed. 4. Exposed Ceiling:Exposed,open beam ceilings are where the underside of the roof decking can awed from below.The owner may wish to maintain the architectural appearance;therefore, roofing nail etration of the underside of the decking may not be acceptable.This provides the option of maintaining the appe 5. Ponding water:The current roof system and/or deck of the building may not drain well and may 9c se water to pond(accumulate)in low-lying areas of the roof. Pounding can be an indication of structural tress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the origi I roofing system is removed. Pounding conditions should be corrected. 6. Overflow scuppers(wall outlets): It is required that rainwater flows off so that the roof is not eerflow loaded from a buildup of water.Perimeter/edge wall or other roof extension may block this discharge if scuppers(wall outlets)are not provided. It may be necessary to install overflow scuppers in accorda 1-1withthe requirements of Sections R4402,R4403 and R4413. 7. Ventilation:Most tdof%14ic»ur0s shout/ItaWzme ability to vent natural airflow through the i dor of the structure assemlAy�(th®builldtigatstliAlie'existing amount of attic ventilation shall not be reduced.It may be beneficial tvcortsi;er addibAI venting which can result in extending the service life of the roof. . 0 . . . . . Ow r/ gent's Signature Data' :.. :'Conf CtorSlgnatu Dat . . . . . . Revised on 7/9/2009 LD ... ... . . ... • . . . . . . . . . . ... . .. ... . .. .. . % ... . . ((4,a 6r` MIAMI-DADE COUNTY MIIAM ''' 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) %N-m,w.miamidade.gov/economy 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 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: Madera 900 Concrete Roof Tile 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�4 4, jie•rejlue$t ott4e Byjlding Official. This NOA revises NOA#14-0416.09 and cbpsistt of Og@s roug11�. The submitted documentation was reviewed by CiaspVJ 1;rodr?gt?e1* • ••• • ••• •• of •• • • • NOA No.:15-0601.07 M1AMI-DADEC=gW Expiration Date: 09/15/19 ••• • • • •• • • Approval Date: 10/15/15 • Page 1 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ROOFING ASSEMBLY APPROVAL Category Roofing Sub-Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a system using Madera 900 Concrete Roof Tile, manufactured by Boral Roofing LLC, in Stockton, CA, as described in this Notice of Acceptance. This NOA is for locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Madera 900 Concrete L= 13.50" TAS 112 Flat,interlocking,high pressure extruded Roof Tile W= 13.00" concrete roof tile equipped with two nail ''/2"thick holes. For direct deck or battened nail- on,mortar or adhesive set applications. Trim Pieces L=varies TAS 112 Accessory trim,concrete roof pieces for W=varies use at hips,rakes,ridges and valley varying thickness terminations. Manufactured for each tile profile. 2.1. MANUFACTURING LOCATION I. Stockton,CA 2.2. EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Revort 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 25-7094-2 Static Uplift Testing Oct. 1994 Engineering,Inc. PA 102 (4" Headlap,Nails,Direct Deck,New •• "' ' ' ' .*Construction) The Center for Applied 25-1094-8•: SAtetic Uplift Testing Oct. 1994 Engineering,Inc. •• ••• •• •• PA 102 (4" Headlap,Nails,Battens) . ... . ... •.• ... . . :.. :. NOA No.: 15-0601.07 MIAMaDADECOIINTY Expiration Date: 09/15/19 Approval Date: 10/15/15 Page 2 of 7 . . . . . . . . . . . .. .. 00 . .. .. ... . . . ... . . The Center for Applied 25-7094-5 Static Uplift Testing Oct. 1994 Engineering,Inc. PA 102 (4" Headlap,Nails,Direct Deck, Recover/Reroof) 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) The Center for Applied 25-7214-5 Static Uplift Testing March, 1995 Engineering,Inc. PA 102 (l Quik-Drive Screw,Battens) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II PA 108(Nail-On) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 PA 108 (Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 PA 108(Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs.smooth shank nails The Center for Applied Project No.307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test 4MDC-77 PA 100 Atlanta Testing&Engineering,Inc. R1.894 Physical Properties Aug. 1994 R2.894 PA 112 R3.894 Professional Service Industries, 39540011-1 Physical Properties February 2004 Inc. PA 112 Celotex Corporation Testing 520109-1 Static Uplift Testing Dec. 1998 Service 520111-4 PA 101 Celotex Corporation Testing 520191-1 Static Uplift Testing March 1999 Service PA 101 Walker Engineering,Inc. Calculations Aerodynamic Multiplier March 2004 Walker Engineering,Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering,Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering,Inc. Evaluation Calculations 25-7584 December 1996 25-7804b-8 25-7804-4&5 25-7848-6 Walker Engineering,Inc. Evaluation.C'd1ctiMi4ng 25-7183 March 1995 Walker Engineering,Inc. Evaluation Galcu&ians :.testoring Moment,Mg March 2004 Walker Engineering,Inc. Calcalatiom: •*Tevo+PaA;Adhesive Set System April 1999 Nutting Engineers 13343.1 TAS 112 05/06/08 American Test Lab of South RTQ?30.1Z!l4 ':TAS 112 02/05/14 Florida ••: : •0 00 •• •• •• • ••• • • • NOA No.: 15-0601.07 MIAMFDADECOUMY Expiration Date: 09/15/19 JAPPROVEDI • Approval Date: 10/15/15 • • • Page 3 of 7 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 1 l2, 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 61 G20-3 of the Florida Administrative Code. 4. INSTALLATION 4.1 Madera 900 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 I Weight-W(lbf) Length-1 (ft) Width-w(ft) Madera 900 Concrete Roof Tile 1 8.64 1 1.125 1.08 Table 2: Aerodynamic Multipliers -X(ft3) Tile X(ft3) X(ft3) Profile Batten Application Direct Deck Application Madera 900 Concrete Roof Tile 0.185 0.200 Table 3: Restoring Moments due to Gravity- M9 (ft-lbf) Tile Profile 2:12 3:12 4:12 6:12 6:12 7:12 or greater Madera 900 Batten Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Concrete s Deck Deck Deck Deck Deck Deck Roof Tile N/A N/A 4.62 4.62 4.55 4.55 4.55 4.45 4.34 4.34 4.23 4.23 .. ... . . . . . .. . . . . . . . . .. ... .. . . . .. ••• �• i•• r• ••• i• NOA No.: 15-0601.07 MIAMaDADECOUNTY.. Expiration Date: 09/15/19 ,. � ••• • • • • • • • Approval Date: 10/15/15 • • • • • • • • Page 4 of 7 ••• • • • ••• • • Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-Ibf) for Mechanically Attached Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 16132" plywood) (min. 19132" plywood) Madera 900 2-10d Ring Shank Nails 30.9 38.1 17.2 Concrete Roof Tile 1-10d Smooth or Screw 7.3 9.8 4.9 Shank Nail 2-10d Smooth or Screw 14.0 18.8 7.4 Shank Nails 1 #8 Screw 30.8 30.8 18.2 2#8 Screw 51.7 51.7 24.4 1-10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Clip) 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Clip) 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip) 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Clip) 2-10d Ring Shank Nails ' 50.3 65.5 48.3 1 Installation with a 4"tile headlap and fasteners are located a min. of 2'/"from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf(ft-Ibf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Madera 900 Concrete Roof Tile Adhesive 2 31.3 3 2 See manufacturer's component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3M-2-Component Foam Roof Tile Adhesive AH-160 Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-Ibf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Madera 900 Concrete 3M- 2-Component Foam Roof Tile Adhesive AH-160 118.9 4 Roof Tile 3W 2-Component Foam Roof Tile Adhesive AH-160 40.45 4 Large paddy placement of 45 grams of 3M'" 2-Com onent Fo m Roof Tile Adhesive AH-160. 5 Medium paddy placement of 24 grtms of 2hr.2-Goihp'orierI Foam Roof Tile Adhesive AH-160. . ..• . ... •.. ••• . • ..• ;' :.. j' 000 :0 NOA No.: 15-0601.07 MAMFDADE COUNTY Expiration Date: 09/15/19 Approval Date: 10/15/15 ... . . . . •.. . . . . . . . . . . Page 5 of 7 Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Madera 900 Concrete Roof Tile Mortar Set 6 43.9 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". N1 BORAL ROOFING LLC MADERA 900 CONCRETE ROOF TILE(STOCKTON,CA) (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS As required by the Building Official or the applicable Building Code in order to properly evaluate the installation of this system. This Notice of Acceptance on its own cannot be used to obtain a building permit. .. ... . . . . . .. .. . . .. . . . . ... . • . • . • . . • .. ... .. . . . .. . ••• . ••• ••• ••• • .•. • . • • ... •.• •• • •• NOA No.: 15-0601.07 MIAM4DADE000NTY Expiration Date: 09/15/19 Approval Date: 10/15/15 0:0 • . • • • • • Page 6 of 7 • •• •• • • • •• •• PROFILE DRAWINGS Nail Holes �3 13.5" \;• -��;. 13" MADERA 900 CONCRETE ROOF TILE(STOCKTON, CA) END OF THIS ACCEPTANCE .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... ... ... :.. NOA No.: 15-0601.07 Mu►ManaveCouHnr Expiration Date: 09/15/19 • Approval Date: 10/15/15 • • • • • • Page 7 of 7 • •• •• 000 • •• •• MIAMI•DADE e , MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATOR k7 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 goy/economy 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 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:BORAL TileSeal 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 NOAH hall be provided to the user by the manufacturer or its distributors and shall be available for inspection at tha,lo•b srt*a4 lte iielueistof-tU Building Official. . .. . . . . ... . This revises NOA#12-1219.01 and coneists4pages•1•t%4ugh-4• The submitted documentation was reviewed by Juan E. Collao,R.A. • • • • •• NOA No.: 13-1113.05 MIAM4DADE COUNTY •• ••• • • • Expiration Date: 07/31/17 Approval Date: 03/13/14 ••• • • • • ••" • • Page 1 of 4 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ROOFING COMPONENT APPROVAL Category: Roofing Sub-Category: Underlayment Material: SBS PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description BORAL TileSeal 36"x 36'rolls TAS 103 SBS self-adhering asphalt sheet material with a 36"x 72'rolls ASTM D 1970 white glass re-enforced polyester surfacing fabric; for use as an underlayment in sloped roof assemblies. MANUFACTURING LOCATION: 1. Brentwood,NH EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Underwriters Laboratories,Inc. R14610 Follow up Service 03/28/02 IRT-Arcon,Inc. 02-012 TAS 103 02/28/02 PRI Asphalt Technologies,Inc. NEI-006-02-01 TAS 103 04/01/02 PRI Asphalt Technologies,Inc. NEI-008-02-01 TAS 114(H) 07/30/02 PRI Construction Materials NEI-045-02-01 ASTM D 4798&ASTM G 155 08/08/07 Technologies,LLC. NEI-053-02-01 ASTM D 4798&ASTM G 155 05/01/08 NEI-076-02-01 TAS 103/ASTM D4798 02/14/11 NEI-034-02-02 ASTM D 1970 01/29/13 .. ... . . . . . .. . .. . . . . ... . • . • . . • .. ... .. . . . .. . ••• . ••• ••• ••• . . MIAM4DADE COUNTY • ••• •• •• • •• •• NOA No.: 13-1113.05 ...O *00 • Expiration Date: 07/31/17 Approval Date: 03/13/14 ••• • ••• Page 2of 4 . . . . . . . . . . ... . . .. .. ... .... ... .. . APPROVED ASSEMBLIES: Deck Type 1: Wood,non-insulated Deck Description: '5/32"or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck,membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626 with a minimum 4"head lap and a 6"end lap mechanically fastened to deck with approved nails and tin caps 6"o.c. at the laps and two staggered rows 12"o.c. the field of the roll. Membrane: One or more plies of BORAL TileSeal Underlayment with a minimum 3''head lap and minimum 6''end lap.Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with BORAL TileSeal Underlayment is acceptable. All end laps and laps without black selvage area shall be sealed under lap using an SBS modified mastic. Note:When used in Tile roof systems BORAL TileSeal Underlayment shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 6"o.c. at the side laps. No nails or tin caps shall be exposed. Surfacing: Approved for Approved Adhesive Set Roof Tile Systems,Mechanically Fastened Roof Tile, Metal Roofing,Wood Shake&Shingles,and Asphaltic Shingle assemblies. .. ... • • • . . .. a.: • • . .. . . . . ... . as oaf so • ••• • ••• ••• ••• • • • • • • • • •• " ' " NOA No.: 13-1113.05 CI-M" DADECOUNTY Expiration Date: 07/31/17 nom, Approval Date: 03/13/14 ••' "' Page 3 of 4 . . . . . . . . . • • .. .. . . . •. •. ... . . . ... . . LIMITATIONS: 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. BORAL TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. BORAL TileSeal underlayment shall be applied to a smooth,clean and dry surface with deck free of irregularities. 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base/Anchor sheet underlayment. 5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tiles are loaded directly to the BORAL TileSeal underlayment;loading boards or battens are required on roof pitches greater than 6:12". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12". 9. BORAL TileSeal underlayment may be used with any approved roof covering Notice of Acceptance listing BORAL TileSeal underlayment as a component part of an assembly in the Notice of Acceptance. If BORAL TileSeal underlayment is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami-Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance,and fire testing results. 10. 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. 11. 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. For ridge applications,center the membrane and roll from the center outward in both directions. 12. Roll or broom the entire membrane surface so as to have 100%contact with the surface,giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6"piece of underlayment. This target piece shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TileSeal underlayment shall be applied over the underlayment,and sealed using an SBS modified mastic. 15. 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. 16. 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 CMIAMIMADECOOM •• •.• . • • • • •• END OWThIS" :C�P�ANCE 00 0*0. ••• see *:* ••• ••• • . • . • • • MIAMI•DADE COUNTY •• • :0. •' 0.0 •" NOA No.: 13-1113.05 Expiration Date: 07/31/17 Approval Date: 03/13/14 ... • . . . ••• . . • . Page 4 of 4 • • . ••• . •• .• . . . .•• •• •.. 0 0 0 .:0 . MIAMI-DADE COUNTY MIAMHMMV PRODUCT CONTROL SECTION R -ilr _,F 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DI171SION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) vvwiv.miamidade.Eov/eeonoml' 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: 3Mrm 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 site at the request of the Building Official. •• ••• • • • • • •• This NOA revises NOA 13-0502.02 and consists of p oj> i rOuih j 1: The submitted documentation was reviewed b3rAleJT:'iAe&.: : •• •• ••• •• • • • •• • • • ' NOA No.: 14-0805.01 MIAMFDADE COUNTY • • W. .. • • � •• Expiration Date: 05/10/17 • • ' Approval Date:09/04/14 Page l 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 the 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: Property 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./Ft' 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 @I 58F., 100%Humidity,2 .• ... • • . �4S •• Closed Cell Content A%TM 1V.2VJ ; :893 •• Note: The physical properties listed above Alt pfe4ntf;as•typtc!Average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. . .•. ;• ••. .•• .•. • ; •' ; MIAMNDADE COUNOA No.: 14-0805.01 NTY •• • • • • • a • � � � •• . .� . . •• Expiration Date: 05/10/17 •• • ••' • • • Approval Date:09/04/14 Page 2 of]l or • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering 494-060 TAS 101 04/08/94 257818-1 PA 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[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 310 '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 61 G20-3 of the Florida Administrative Code. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... ... ... .• : NOA No.: 14-0805.01 APPROVED1MIAMFDADE COUNTY •• • • • • • • • ••• • •• • ••• • Expiration Date: 05/10/17 Approval Date:09/04/14 Page 3 of l l • • • • • • • . •• •• . . • •• •• ... . . . .•. . . 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 RTF1000 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 l 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. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... ... ... . . . NOA No.: 14-0805.01 MIAMhDADE CQi1NTY •• • • • • • • • ...OVED1 Expiration Date: 05/10/17 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 43 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of the 9-11 sq. inches at overlap Two-Piece Barrel (Cap Tile) Two Piece 2 Beads(l 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•DADE COUNTY ..v BUILDING PERMIT REQUI1tEMENTS: 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 MIAMaDADE COUNTY ••i i • •• i • •• � APPROVED • •• . .. . . .. Expiration Date: 05/10/17 •• "' Approval Date: 09/04/14 Page 5 of l l ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ADHESIVE PLACEMENT DETAIL# 1 Kid m"l> cenumt -Riddyrrxmezhra,a? Flat/Low Profile Tile gubm , 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 tile being set. _ 2. Continue in same manner.Insure approximately roximatel 17 2 (109.7 cm2) —23 (148.4 cm )square inch adhesive ~4. contact with the underside of the tile. ,-� 70tH','-u'� = _„�,��= •�;s>' ,� -A 2 U41 > f c ' Persalt Ea" Nall throwDhplasikceme+al Medium Profile/ Double Pan Tile When mmai►ed) Ni"y4Ram"OvTOP) 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam ` . -,t _ paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 @atbetsao�+tl•4M� �'1 "'„"°.-,. �:. i �'''a" (109.7 cm2)—23 (148.4 cm2 )square inch adhesive contact with the underside of the tile. Pawc Ceutse~ p ' �j G,— Fascia Fa4� +wt�•su� d,W* kW High Profile/Single Pan Tile eta�•at��•�� 'r --..qz��-'`f 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x l"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the the closest to the au.', d•`F; ' . overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 • '"�t `_., -=., _r'`` l 09.7 cm2 —23 148.4 cm2 square inch adhesive contact with the underside of the tile. ► �mueCeairae s `p !s'•: i i Fangs ••• i a ••• • ••• • ••• ••• ••• • . . • • . • NOA No.: 14-0805.01 MIAMMADE COUNTY •• • • • • • • • .. • •• • • •• Expiration Date: 05/10/17 �mygsyjvj .. . ••• Approval Date:09/04/14 Page 6 of 11 •.. . . . . .•. . . . • . . . • . . . • • .. •• • . . .. .. ... . . . ... . . ADHESIVE PLACEMENT DETAIL#2 KA lh mugth PLOO414 •nt` N"),1$*nrt hafiWi Flat/Low Profile Tile l. 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 the tile being set. Insure approximately 17(109.7 cm) —23 (148.4 cm)square inch adhesive contact with the �aao"Um-- :- underside of the tile. 2. At the second course, apply a minimum 2"(50.8mm) MIA 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 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. N91thrQWhP%WccemeM Medium Profile/Double Pan Tile tRfies re�uireedl 1. Starting at the eave course,apply a minimum 2"(50.8 r '* � 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 cm)— 'r" " 2in.' / ' '' 23 (148.4 cm2)square inch adhesive contact with the r underside of the tile. ' - 2. At the second course,apply a minimum 2"(50.8mm) x 7"(177.8 mm)x l"(25.4 mm)foam paddy onto the F • underlayment positioned as shown under the pan .�- F".GOMr f r. F 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. (Insq-uctions continued on next page) •. .•. . • . . . •. . .. . . . • ..• . .. ..• •. . . • .. • ... 0. .•. ... ... • - • • NOA No.: 14-0805.01 MIAMI-RADE COUNTY •• • • • • • • • • .. •. • .. Expiration Date: 05/10/17 Approval Date:09/04/14 Page 7 of 11 ... . • • . .•. • . . • . • . • • . . . • .• .. . . • .• .. •.• . . . ••• • • ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) Nail d�foughpumk_eHigh Profile/Single Pan Tile u "=as'�, --s ., j 1. Starting at the eave course,apply a minimum 2"(50.8 w 4 mm)x 10"(254 mm)x l"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the 501 Ir I ALT the being set. Insure approximately 17 (109.7 cm)— ��'' zi� 23 (148.4 cm)square inch adhesive contact with the r •� + � "' ' . �' '' - t � underside of the tile. 2. At the second course, apply a minimum 2"(50.8mm) Ea"�� , r e, x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the �•. `'� � �� underlayment positioned as shown under the pan lain., portion of the the closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm)- 19(122.6 cm)square inch adhesive contact with the underside of the tile. .. ... . . . . . .. .. . . .. . . . . ... . .. ... .. . . . .• . ... . ... ... ... • NOA No.: 14-0805.01 MIAMFDADECOUNTY •.0 : • •• • 00 Expiration Date: 05/10/17 PROVED •• ••• • • ' Approval Date:09/04/14 Page 8 of 11 •.• . • ... . . . ... . . ADHESIVE PLACEMENT DETAIL#3 Nall chtough plastic cement Paddy(between Wes) (whenrequiredl J l. On the eave course only,apply a minimum 2" (50.8 Battens a a] mm)x 10" (254 mm)x l" (25.4 mm)foam paddy o Paddy tunder t lel 1. onto the underlayment positioned as shown,under ., an up- the the strengthening rib for flat tile or under the pan y . cr-J,s portion of the the for low or high profile tile closest to the Overlock of the tile being set.Leave , ►� 56►ttle'paAdq '' approximately 4" (10 1.6 mm)up from the eave Singlepaddy "� edge free of foam to prevent the expanded adhesive on4tn. : from blocking the weep holes. Insure I approximately 17-23 int(109.7-148.4 cm2)Of ® .t adhesive contact with the underside of the the �^ 2Ifn. Fascia taavechnam 2. Apply a 4" (101.6 mm)x 4" (101.6 mm)x l" (25.4 mm)foam paddy onto the underlayment just below RaVLowProllleTile the second course line positioned foam paddy under the strengthening rib for flat tile,or under the Nanduattopiasticeetnent Sbgtepaddy undwWe pan portion of the tile,closest to the underlock for 'when retpttred) Paddy(between tilet' the second course tile to be installed. Insure approximately 8-9 int(51.6-58.1 cm2)of adhesive Battens pa iundertue7 contact with the underside of the tile. optiorw r` Sin � &antap4�j} `� aFt� ,,- (Instructions continued on next page) 5ingE pay°" _ yo�ent z# ti �a 10 b►. 31n. Ease(10sure Eare Course Fascia Medium PtotlisTile •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• ••• ••• • ; .' ; NOA No.: 14-0805.01 PPRMIAMaDADE CC>iJNTY •• • • • • • • • 1 ••• �• �•• :• ••• �• Expiration Date: 05/10/17 Approval Date:09/04/14 Page 9 of 11 i ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) Nailthroughplasdc 51rWepaddy urkdertie lvrhenrep tred, 3. Also apply a 2" (50.8 mm)x 4" (101.6 mm)x 3/4" l�ddya�etr► dl�a (19 mm)paddy on top of the eave course tile Bm�l ,"' vaddylunderdlel 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. Install second course of tile. Insure approximately ,�►�i` �� . 4 Y 4 in. 9(58.1 cm2)- 11 (71 cm2)square inch adhesive .`�`� _ "-4;`��, contact with the underside of the tile at the overlap grgle p�2"a `' and 7(45.2 cm2)-9(58.1 cm2)paddsquare inch top oftne-. �'j adhesive contact with the underside of the tile at the head of the tile.Continue in same manner. Eon Course Fasda Weephok 1011L 214L Eme dosure Dripedge High ProflleTlle • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• ••• ••• NOA No.: 14-0805.01 MIAMFDADE COUNTY •• • • • • • • • - APPROVED • .. • .. • • •• Expiration Date: 05/10/17 ' "' ' ' ' Approval Date:09/04/14 Page 10 of 11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • R a ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile 1)Place enough adhesive to achieve 65 to 70 sq,in. Steep pitch applications 1. Starting at the eave course,apply a minimum 2" In contact withthe pan tile. (when required) (50.8 mm)x 10„(254 mm)x 1„(25.4 mm)foam 2)Tum covers upside down.Place adhesive in paddy onto the underlayment positioned as tot in.lromoutside edge ofcover tile. shown under two adjacent pan tiles. Support eave Then install the tile.Ensure 20 to 25 sq.in.contact area. "rr-+° tiles from rocking until adhesive has a chance to Underiayment I'-, ,-' cure. -” 2. Continue in same manner bringing two pan courses up toward the ridge.Insure approximately 65 (419.4 cm2)—70 (451.6 cm2) square inch adhesive contact with the underside of the pan tile. �. . Sheathing Eaveclosure (motarshmn) 3. Turn covers upside down exposing the underside Weephole 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 pan tiles.Ensure eave end of pan and cover tiles are flush at eave line. 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. 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 .. ... . . . . . .. . .. . . . . %:00 . • . . . • . . • . . . . . . ... . • • .• • • .• • •.. NOA No.: 14-0805.01 MIAMFDADE COUNTY ••: : • •• : • •• : Expiration Date: 05/10/17 • r ••• i• i•• i• ••• �• p Approval Date:09/04/14 Page 11 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Property Search Application- Miami-Dade County Page 1 of 4 s ,.. `l �" i, S a`w"F a � 3 .'k'7�5 •`� 3 3t&lam; IMPORTART MESSAGE When buying real estate property,you should not assume that property taxes will remain the same.Whenever there is a change in ownership,the assessed value of the property may reset to full market value,which could result in higher property taxes.Please use our Tax Estimator to approximate your new property taxes. The Property Appraiser does not send tax bills and does not set or collect taxes.Please visit the Tax Collector's website directly for additional information. Address Owner Name Subdivision Name Folio SEARCH: 61 NE 108 ST Suiteq PROPERTY INFORMATION y Folio:11-2136-011-0460 R �Px Sub-Divislon: DUNNINGS MIAMI SHORES EXT NO 7 ' c Property Address 61 NE 108 ST a r � Miami Shores,FL 38161-7035 Owner JOSEPH FULTON TRS ��� JOSEPH FULTON TR Mailing Address 61 NE 108 ST MIAMI SHORES,FL 33161 Primary Zone 1000 SGL FAMILY-2101-2300 SO € Y` Primary Land Use n 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds/Baths/Half 3/2/0 Floors 1 x ti 3r Living UnitsO c R 3 Actual Area 2,362 Sq.Ftft X13 t Living Area 1,948 Sq.Ft Adjusted Area 2,016 Sq.Ft s tU, n W Ph re Lot Size 9,225 Sq.Ft Year Built 1954 Featured Online Tools Comparable Sales Glossary Non-Ad Valorem Assessments http://www.miamidade.gov/propertysearch/ 12/13/2016 Property Search Application-Miami-Dade County Page 2 of 4 PA Additional Online Tools Property Record Cards Property Search Help Property Taxes Report Discrepancies Report Homestead Fraud Tax Comparison Tax Estimator TRIM Notice Value Adjustment Board ASSESSMENT INFORMATION Year 2016 2016 2014 Land Value $198,007 $163,894 $154,253 Building Value $157,853 $159,022 $156,048 Extra Feature Value $21,922 $15,519 $15,701 Market Value $377,782 $338,435 $326,002 Assessed Value $258,422 $256,626 $254,590 TAXABLE VALUE INFORMATION 2016 2016 2014 COUNTY Exemption Value $50,000 $50,000 $50,000 Taxable Value $208,422 $206,626 $204,590 SCHOOLBOARD Exemption Value $25.000 $25,000 $25.000 Taxable Value $233,422 $231,626 $229,590 Cm Exemption Value $50,000 $50,000 $50,000 Taxable Value $208,422 $206,626 $204,590 REGIONAL Exemption Value $50,000 $50,000 $50,000 Taxable Value $208,422 $206,626 $204,590 BENEFITS INFORMATION Benefit Type 2016 2016 2014 Save Our Homes Cap Assessment Reduction $119,360 $81,809 $71,412 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Board,City,Regional). FULL LEGAL DESCRIPTION 36 52 41 PB 52-33 DUNNINGS MIAMI SHORES EXT NO 7 LOT 14 BLK 215 LOT SIZE 75.000 X 123 OR 20442-3615 05 2002 1 SALES INFORMATION Previous Sale Price OR Book-Page Qualification Description Previous Owner 1 06/15/2016 $100 30114-2420 Corrective,tax or QCD;min consideration JOSEPH FULTON 06/18/2010 $100 27331-3252 Corrective,tax or QCD;min consideration JOSEPH FULTON 11/20/2009 $349,000 27095-1496 Qual by exam of deed ROBERT B HORNER&W DEBRA MCPHEE http://www.miamidade.gov/propertysearch/ 12/13/2016 Property Search Application- Miami-Dade County Page 3 of 4 05/01/2002 $257,000 20442-3615 Sales which are qualified For more information about the Department of Revenue's Sales Qualification Codes. 2016 2015 2014 LAND INFORMATION Land Use Muni Zone PA Zone Unit Type Units Calc Value GENERAL R-17.5,R-18.5 1000-SGL FAMILY-2101-2300 SQ Front Ft. 75.00 $198,007 BUILDING INFORMATION Building Number Sub Area Year Built Actual Sq.Ft. Living Sq.Ft. Adj Sq.Ft. Calc Value 1 1 1954 2,002 1,588 1,776 $139,061 1 2 1963 360 360 240 $18,792', < Building Sketches Available! EXTRA FEATURES Description Year Built Units Calc Value Wood Fence 2012 75 $1,188 Patio-Concrete Slab 1971 688 $1,734 Pool 6'res AVG 3-8'dpth,plain feat 250.649 sf 1971 1 $19,000 ADDITIONAL INFORMATION The information listed below is not derived from the Property Appraiser's Office records.It is provided for convenience and is derived from other government agencies. LAND USE AND RESTRICTIONS Community Development District: NONE Community Redevelopment Area: NONE Empowerment Zone: NONE Enterprise Zone: NONE Urban Development: INSIDE URBAN Zoning Code: R17.5- DEVELOPMENT BOUNDARY Existing Land Use: 10-SINGLE- FAMILY, MED.-DENSITY(2-5 DU/GROSS ACRE). 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