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RF-17-2245Permit NO. RF -9-17-2245 Per nit Type: Roof en 't I Work Classification: Tile Permit Status: APPROVED issue Date: 9/1912017 Expiration: 03/18/2018 Project Address Parcel Number Applicant 325 NE 104 Street 1121360130100 LUIS &CARRIE REYNOSO Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell LUIS & CARRIE REYNOSO 325 NE 104 Street MIAMI SHORES FL 33138-2017 Contractor(s) Phone Cell Phone T&S ROOFING SYSTEMS INC. 305/265-2654 Type of Work: Re Roof Additional Info: RE -ROOF TILE Classification: Residential Scanning: 3 Fees Due Amount �sKO1S y,� Miami Shores Village DBPR Fee 10050 N.E. 2nd Avenue NE DCA Fee Miami Shores, FL 33138-0000 Education Surcharge Phone: (305)795-2204 F�antOp $275.00 Permit NO. RF -9-17-2245 Per nit Type: Roof en 't I Work Classification: Tile Permit Status: APPROVED issue Date: 9/1912017 Expiration: 03/18/2018 Project Address Parcel Number Applicant 325 NE 104 Street 1121360130100 LUIS &CARRIE REYNOSO Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell LUIS & CARRIE REYNOSO 325 NE 104 Street MIAMI SHORES FL 33138-2017 Contractor(s) Phone Cell Phone T&S ROOFING SYSTEMS INC. 305/265-2654 Type of Work: Re Roof Additional Info: RE -ROOF TILE Classification: Residential Scanning: 3 Fees Due Amount CCF $6.00 DBPR Fee $4.13 DCA Fee $4.13 Education Surcharge $2.00 Permit Fee - New Roof $275.00 Scanning Fee $9.00 Technology Fee $8.00 Total: $308.26 Valuation: $ 9,800.00 Total Scl Feet: 1400 Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Renailing Affidavit Pay Date Pay Type Amt Paid Amt Due Invoice # RF -9-17-65093 09/19/2017 Credit Card $ 308.26 $ 0.00 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 respo ibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMMBING, ECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AF IDA IT: I certifjr/th t all t e foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and IDA ing. Futhe more, I a , Qrizejh'e -named contractor to do the work stated. Building Depart September 19, 2017 / Contractor / Agent Sentemher 19. 2017 BUILDING PERMIT APPLICATION RF-CEIV ED Miami Shores Village SEP 19 2011 CSS. 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 4-14 FBC 20 Jy u Master Permit No. 1 �� IS Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP r� f CONTRACTOR DRAWINGS Z JOB ADDRESS: T J NY IN S 1 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: �l� ZI k Q'l o10o Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):l 5 6 _ Phone#: Address: NX IN 5� City: l(i 5h Tenant/ essee Name: Email: CONTRACTOR: Company Name: Address: %461 Q``W State: li---'yi p: 53i� hone#: hone#: 26'S 26 City: IState: Zip: QualifierLe: i , Phone#: State Certification or Registration #: C is� j _ Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: I Value of Work for this Permit: $ �� � Square/Linear Footage of Work: CiCO Type of Work: ❑ Addition ss❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: �l Specify color of color thru tile:_`,U Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $_ Structural Reviews $ (Revised02/24/2014) Training/Education Fee $ CCF $_ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City State Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Sign The _ day of 20� by u.S u who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: 1� Print: Seal: oAa GGca;y Fes to, f state ON APPROVED BY (Revised02/24/2014) Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of o i' 20J by Gwho is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: O • Print: er Seal: _ :W GG061954 EXPIRES M: �t FE8.10, 2021 Aar°� (I� e IVIy ! ' Plans Examiner Structural Review M1 Zoning Clerk Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Sign The _ day of 20� by u.S u who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: 1� Print: Seal: oAa GGca;y Fes to, f state ON APPROVED BY (Revised02/24/2014) Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of o i' 20J by Gwho is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: O • Print: er Seal: _ :W GG061954 EXPIRES M: �t FE8.10, 2021 Aar°� (I� e IVIy ! ' Plans Examiner Structural Review M1 Zoning Clerk Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER .. _ Summary Report Property Information Folio: 11-2136-013-0100 Property Address: 325 NE 104 ST Miami Shores, FL 33138-2017 Owner CARRIE B & LUIS E REYNOSO Mailing Address 325 NE 104 ST MIAMI SHORES, FL 33138-2017 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/1/0 Floors 1 Living Units 1 Actual Area -.1-1-111 1 _1....111 _............. Sq.Ft Living Area Sq.Ft Adjusted Area 1,312 Sq.Ft Lot Size 9,225 Sq.Ft Year Built 1940 Assessment Information Benefit Type 2017 Year 2017 2016 2015 Land Value $230,638 $198,007 $163,894 Building Value $94,359 $95,120 $95,881 XF Value $2,068 $2,090 $1,848 Market Value $327,065 $295,217 $261,623 Assessed Value $193,846 $189,859 --1111 .................. _ $188,540 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Assessment 2016 2015 County Cap Reduction $133,219 $105,358 $73,083 Homestead Exemption $25,000 $25,000 $25,000 Second $0 $143,846 $139,859 Exemption $25,000 $25,000 $25,000 Homestead Exemption Value $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 5 PB 10-47 LOT 16 & W1/2 LOT 17 BLK 117 LOT SIZE 75.000 X 123 COC 23812-0289 08 2005 4 Generated On : 9/19/2017 Taxable Value Information Previous OR Book - 2017' 2016 2015 County Sale PageQualification Exemption Value $50,000 $50,000 $50,000 Taxable Value $0 $143,846 $139,859 $138,540 School Board 0289 examination of the deed Exemption Value $25,000 $25,000 $25,000 _.._......... .. __.._.......____ Taxable Value 1 $168,846 $164,859 $163,540 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $143,8461 $139,859 $138,540 Regional ._ Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $143,846 $139,859 $138,540 Sales Information Previous OR Book - Price Description Sale PageQualification 23812- Sales which are disqualified as a result of 08/01/2005 $0 0289 examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Version http://www.miamidade.gov/propertysearch/ 9/19/2017 Section AB "Delivering Excellence Every Day" RECEIVED 1UP 10 =D� Miami -Dade County HVHZ Electronic Roof Permit Form Section A (General Information) Master Permit No: Process No: Contractor's Name: ANDS ROOFING Job Address: 325 NE 104 ST Roof Category ❑ Low Slope ❑ Mechanically Fastened Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Sprayed Polyurethane Foam ❑ Other: Roof Type ❑✓ Mortar/Adhesive Set Tile ❑ Wood Shingles/Shakes ••.• El New Roof ❑ Re -Roofing ❑ Recovering ❑ Repair ❑ Mainte�anc� •••• • •••••• Are there Gas Vent Stacks located on the roof? El Yes ❑ No If yes, what typ 10 Nata�al� �0 LPGX• • Roof System Information see:6 0 , 1400 "' Low slope roof area (ft.z) 0 Steep Sloped area (ft.Z) 1400 Total (ft.2) � �i • • • • • Section B (Roof Planl • • • Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers aM•XEkow drains. Include • • dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and IQcatign of parapets! :*666: Perimeter Width (a'): Corner Size (a' x a'): ' • • • • • SNOI1Vlf1uiu UNV S31flJ ),M)03 UNV J1V_l.S 1VHDa.Dd -nV HJ_! :3ONVIldW00 0110-1 ns Ld]aj ONilfW0,1 c' leis G-')1 d __ I . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . .... .. .. .. . . . . . . . . . . . . #c,f &.y3 MAdd4lm attl:•: 0enwawc :. bCie ReEd.fc4b1:' Luis and Carrie Reynoso 525 Nallmd 104 SWd M.d Slue; Fb4Ca Fab Na:112136 015 0100 OF F40R apo n,1 t m Dai. ,apllIt,', .a. A14lIfl m N.M. �aei w a...u. c0416 W. Plm R.w.u, w px u..e wn.b 0 Ol b Ivd Ix Pa,rvl n ppI Y.IVI 1010 CDOWASlnl QiT. RYNm"MUMMU aR♦,IDLtO1pOPAU.UANI " aaraeperpowf nur®waltatwp.pa A-4 Id A yW WI�M[ OR.NIGS drMllN •Lipo, ,n. a..4 w,4r tl�i. Db4v re s.,>. a«..ba u.... pNMN nW N. 4p1,9. PMKb. M A/Etats end robert j ijjlara Arecr r ach, Mnpg e.eer6 D..Py. 44W w7111.eM a4l 7SUMA7p]IW 754.p41AP5 r bo®afhpteupl MAdd4lm attl:•: 0enwawc :. bCie ReEd.fc4b1:' Luis and Carrie Reynoso 525 Nallmd 104 SWd M.d Slue; Fb4Ca Fab Na:112136 015 0100 OF F40R apo n,1 t m Dai. ,apllIt,', .a. A14lIfl m N.M. �aei w a...u. c0416 W. Plm R.w.u, w px u..e wn.b 0 Ol b Ivd Ix Pa,rvl n ppI Y.IVI 1010 CDOWASlnl QiT. RYNm"MUMMU aR♦,IDLtO1pOPAU.UANI " aaraeperpowf nur®waltatwp.pa A-4 Tile Roof System Miami -Dade County HVHZ [electronic Boor Permit Cora Section D Tile Root System Lnv.-ry Dc3y' Roof System Manufacturer: iBORAL ROOFING LLC Notice of Acceptance Number (NOA): 116-0711.05 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1:139.1 P 2: 168.1 --- P 3: j100.7 Maximum Design Wind Pressures, (From the NOA Specific system): !31.3 ps f rill in the speciiic r oof assembly components. if a component is not required, insert not applicable (n/a) in the text box. Roof Slope: 3 _ '712" Roof Mean Height: 15 ft. Deck Type: i--5/8" PlywoodLill - :v?et god o Tie AUachmenf-: lY�' . r:asive, 2 Srr;ail Paddy F`o!1r6an Pc°,_ pro -1 Alternate Method of Tile Attachment per NOA: Drip Edge Size & Gauge: ;--3" face 24 ga.-- Drip Edge Material Type: ;--Galvinized Metal-- . . •••••• oasesheei 'T'ype: • • • • • • X30 AS T M TYRE ?L_ Fastener Tyra fcr Sasesh.: t At'tachrn8rii: 1 1/4 RS NAILS 6" OC AND 12" Fii=1_r' Tile Underlayment (Cap Sheet ) Type: TILE SEAL Tile Underlayment Attachment Method: SELF ADHERED Drip Edge Fastener Type: .1 1 /4 RS NAILS I Tile Profile: SAXONY 900 Hook Strip/Cleat gauge or weight: Select Hook Strip -- Optional Insulation: J'Ai • 1 Optional Nailable Substrare:: • • • • • • •' • • •' •••• • ••••• •••••• • •• ••••• Optional Nailable Substrat 4g9chment:.;.. • • • • • • • :v?et god o Tie AUachmenf-: lY�' . r:asive, 2 Srr;ail Paddy F`o!1r6an Pc°,_ pro -1 Alternate Method of Tile Attachment per NOA: Drip Edge Size & Gauge: ;--3" face 24 ga.-- Drip Edge Material Type: ;--Galvinized Metal-- . . •••••• oasesheei 'T'ype: • • • • • • X30 AS T M TYRE ?L_ Fastener Tyra fcr Sasesh.: t At'tachrn8rii: 1 1/4 RS NAILS 6" OC AND 12" Fii=1_r' Tile Underlayment (Cap Sheet ) Type: TILE SEAL Tile Underlayment Attachment Method: SELF ADHERED Drip Edge Fastener Type: .1 1 /4 RS NAILS I Tile Profile: SAXONY 900 Hook Strip/Cleat gauge or weight: Select Hook Strip -- Section E h���u:��G�I•��Crf • °Vefivei-J*;.g E xcel%ence ZVery Day" Miarrai-Dade Countff HVI-I? Electronic Ib00`perrohK'. Farm ^.,:.`'; ... -.•r. •, i• Sect!ion_E :Tile Cal cuBaeior2s� a Method 1°'Moment Based Tile CaIcufdt1 nt:P4P.R�S-127"" ��e. For Moment based tile systems, use Method 1. Compare the values for Mr with the values from k1f. 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 1 ..315-- _ :12.31 Mg: 17.62 = Mr1:,4.69- < 31.3 NOA Mf P 2: ;68.1 x x;.315 = ;21.45 Mg: !7.62 = Mr2: X13.83 < ;31.3 NOA Mf P 3:1 x x..315 xCos 6: i =Fri : i•�•i s _ :31.59 Mg: ;7.62 = Mr3: !23.97 < ;31.3 - NOA Mf Method 3 "Uplift Based Tile Calculations Per RAS 127°' For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. each area of the roof, then the tile attachment method is acceptable. If the F' values are greater than or equPstt11Te.Fr values, for • . *600 . • • • • • P1:iXW:W:�= xCos 6: i =Fri : i•�•i s 0 so *0000 110A F' i••••i -..._ P2: X1.=xw:=-W:�= - xCos A:=Fr2: �4QAF' • • P3:I X1:�=�Xw:�= -W:�= X0: �f10AF' ••:••� Cos =Fr3: •� Where to Obtain Information to connrlete the calcula,tiCr)S 00 : ••.•% :••••� ... ------------_-__---- Description Symbol Design Pressure I P1 or P2 or P3 Mean Roof Height y m a�r H Roof Slope IAerodynamicMultiplier �. :I Restoring Moment due to Gravity h_ �Mg„ -oa Attachment Resistance Mf Required Moment Resistance I Mr Minimum Attachment Resistance !I F' Required Uplift Resistance Average Tile Weight Tile Dimensions .I Fr Where to Find Table 1 RAS 127, or by,an engiiieer afialysis engineer based on ASCE 7. Job Site Job Site K.�z Product Approval (NOA) Product Approval (NOA) Product Approval (NOA) Calculated Product Approval (NOA) Calculated and sealed by o p ofessir, al W Product Approval (NOA) �.. � =length ..-.i,...�....,��.....,.�R.,,..W.��...__�..,�.,�Y.a,,,n...�.,�....�.._e.�.<.,�----mos«,,..,..=..em.......v,...<.�.v...,-..,._._.. w = width Product Approval (NOA) VdDADE - T MIAMI -DAD% COUNTY PRODUCT CONTROL SECTION IDEPAI2TMENT OF REGULATORY.AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD .AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 INOTIC E OF ACCEPTANCE (NOA) Boral Roofing, LLC 7575 Irvine Center Drive, Suite Imo Irvine, CA 92618 SCONE. 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 ha j; JWs product or material tested for quality assurance purposes. If this product or material fails to�erfcwm in tl%aaoepted .0...4 manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, n;oc�ify-,0or • suspend the use of such product or material within their jurisdiction. RER reserves the rightte jCOoke this aCCeptanc� • • `• • if it is determined by Miami -Dade County Product Control Section that this product or mat(Mal'Its to meet1he :4000: 0 0 0: requirements of the applicable building code. 0000 4444. 0 • . This product is approved as described herein, and has been designed to comply with the Flolo 00 ildinico�g4.p Y i�.$u 4444. including the High Velocity Hurricane Zone of the Florida Building Code. • • • • b .. 44 •444 .."'... . •4.44• . 0 DESCRIPTION: Saxony 900 C6ncrete . Roof Tile 0 0 " . . . 4444.. 4444.. . . 000400 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and fotgvmg 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. 1TERMI1'\lATION of this NOA will occur after the expiration date or if there has been a revision or changein 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. Fail -Lire to comply with any section of this NOA shall be cause for termination and removal of NOA. A1DVEIRTISEN 1ENT e The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION* A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 13-0723.05 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. r�'.....:..., 4444. ( MIAMIOADECOUI t NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: -39/29/16 Page 1. of 8 ROOFING ASSEMBLY APPROVAL Category_ Roofing Sub -Category: Roofing Tiles Material:. Concrete ](Deck Type: Wood 1. SCOPE This NOA approves a system using Saxony 900 (Slate, Shalee & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Acceptance. 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 Applicant Dimensions Specifications Saxony 900 -Slate Saxony 900 Split Shake Saxony 900 -Shake Trim Pieces Product Description Length = 17" TAS 112 Flat profile, interlocking, high pressure�r� ded Width = 13" 000000 concrete roof tile with twe Jil boles. k'or�jjrect deck, • thickness =1-5/32" . batten, mortar set or adhesjv applita:Qia .. ....;. Length = 17" TAS 112 Flat profile, interlocking,1h1b14fessure extruded :....: Width = 13" concrete roof tile with twe nai %oles. Po: direct de �k'... thickness = 1-9/32" • • • •jj batten, mortar set or adhe4iygtappli:atiW. Top..;.,• surface produced with 4 d =1 confi 0atidns: ...... 1. Complete tile brushed... 0.' 2. Right half brushed (shown in d:q.V � .... • 3. Left half brushed ; . •. • ,....; 4. No brush "• • Length = 17" TAS 112 Flat profile, interlocking, high-pressure extruded Width =13" concrete roof tile with two nail holes. For direct deck, thickness = 1-9/32" batten, mortar set or adhesive set applications. Length: varies TAS -112 Accessory trim, boosted Barcelona, concrete roof Width: varies pieces for use at hips, ridges and rakes. varying thickness MIAMIZA®UNTY).NOA No.: Expiration Date: 04/26/22 Approval ][Date: 09/29/115 Page 2 of 8 Zoll MANUFACTURING LOCATION 2.1.1 Lake Wales, FL 2,2 EVIDENCE SUBMITTED: 'gest AQeney 'fest Identifier 'fest Name/Report Date The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering, Inc. TAS 101 (Adhesive Set) The Center for Applied 25-7183-6 Static Uplift Testing TAS 102 Feb. 1995 Engineering, Inc. (2 Quik -Drive Screws, Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing TAS 102 Feb. 1995 Engineering, Inc. (2 Quik -Drive Screws, Battens) The Center for Applied 25-7214-1 Static Uplift Testing TAS 102 March, 1995 Engineering, Inc. (1 Quik -Drive Screw, Direct Deck) The Center for Applied 25-7214-5 Static Uplift Testing TAS 102 March, 1995 Engineering, Inc. (1 Quik -Drive Screw, Battens) • • • •. The Center for Applied Project No. 307025 Wind Driven Rain ; .'. "clo 1994 00 0; 0 Engineering, Inc. Test #MDC -77 TAS 100 0 . . Redland Technologies 7161-03 Wind Tunnel Testing 000000 Deb. 1991 ;....; Appendix II & III TAS 108 (Nail -On) :000% ' Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing ,Aug,1994 ,,;,,• �,,,�� TAS 108 0 0 Redland Technologies P0631-01 (Nail -On) 0 0.0 0• Wind Tunnel Testing �..�.� 0; 0 0 ...... Ju1�r1994 .� TAS' 108 (Mortar Set) • • • • • • Redland Technologies P0402 Withdrawal Resistance Testirjg of • 0 'Sept. 1993 screw vs. smooth shank nails ' "' 0 ; ' • Atlanta Testing & R1.894/R2.894/R3.894 Physical Properties Aug. 1994 Engineering, Inc. TAS 112 Celotex Corporation 520109-1 Static Uplift Testing Dec. 1998 Testing Service 520111-4 TAS 101 Celotex Corporation 520191-1 Static Uplift Testing March 1999 Testing Service TAS 101 Walker Engineering, Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25-7584/25-7804b-8/25-7804-4 & 5 December 1996 25-7848-6 Walker Engineering, Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers 09/01/16 Walker Engineering, Inc. Calculations Two Patty Adhesive Set System April 1999 Walker Engineering, Inc. Evaluation Calculations Restoring Moments Due to Gravity 09/01/16 American Test -Lab of RT0617.04-16 TAS 112 06/29/16 South Florida ;� I DAD�COUv�ra NGA No.: 16-0711.05 r r • o •, Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 3 of 8 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 perfonned 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 W. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments 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 underlaymen't material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. 4. INSTALLATION 4.1 4.2 ..... Saxony 900 (Slate, Shake & Split Shalee) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. ."". . . .... Data For Attachment Calculations ... • • •..... ...... Table 1: Average Weight (W) and Dimensions (I x w }..:.. Tile profile Weight -W (Ibf) Length -1 (ft) •. ..' Wir�ila�(ft) .. Saxony 900 10.9 1.417 • • • • ; ;1 p'o' • • Slate, Shake & Split Shake • • • • • • • • • • Table 2: Aerodynamic Multipliers - X (ft') Tile 2, (ft3) (ft3 • Profile Batten Application Direct Deck Application Saxony 900 0.291 0.315 Slate, Shake i3 Split Shale Table.3: Restoring Moments due to Gravity -flus (ft-lbf) Tile 2":12" 3°':12°° 4":12" 5":12" 6°':12°' 7":,12°° or Profile greater Saxony 900 Direct Deck Direct Deck Battens Direct Battens Direct Battens Direct Battens Direct Slate, Shake R: Deck Deck Deck Deck SplK Shake 7.70 7.62 6.61 7.50 6.48 7.34 6.31 7.16 6.13 6.95 ... ._ -- NOA No.: 16-011.05 MIAM1-DMI•DADE COUNT�Y h„pimdon Date: 04/26/22 f Approval Date: 09/29/16 iabe 4! iii 8 Table 2: Aerodynamic Multipliers - X (ft') Tile 2, (ft3) (ft3 • Profile Batten Application Direct Deck Application Saxony 900 0.291 0.315 Slate, Shake i3 Split Shale Table.3: Restoring Moments due to Gravity -flus (ft-lbf) Tile 2":12" 3°':12°° 4":12" 5":12" 6°':12°' 7":,12°° or Profile greater Saxony 900 Direct Deck Direct Deck Battens Direct Battens Direct Battens Direct Battens Direct Slate, Shake R: Deck Deck Deck Deck SplK Shake 7.70 7.62 6.61 7.50 6.48 7.34 6.31 7.16 6.13 6.95 ... ._ -- NOA No.: 16-011.05 MIAM1-DMI•DADE COUNT�Y h„pimdon Date: 04/26/22 f Approval Date: 09/29/16 iabe 4! iii 8 Table.3: Restoring Moments due to Gravity -flus (ft-lbf) Tile 2":12" 3°':12°° 4":12" 5":12" 6°':12°' 7":,12°° or Profile greater Saxony 900 Direct Deck Direct Deck Battens Direct Battens Direct Battens Direct Battens Direct Slate, Shake R: Deck Deck Deck Deck SplK Shake 7.70 7.62 6.61 7.50 6.48 7.34 6.31 7.16 6.13 6.95 ... ._ -- NOA No.: 16-011.05 MIAM1-DMI•DADE COUNT�Y h„pimdon Date: 04/26/22 f Approval Date: 09/29/16 iabe 4! iii 8 ... ._ -- NOA No.: 16-011.05 MIAM1-DMI•DADE COUNT�Y h„pimdon Date: 04/26/22 f Approval Date: 09/29/16 iabe 4! iii 8 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lb'r) -- for Mechanically f=astened Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Saxony 900 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate, Shake & Split 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Shake 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 Tile Application 1 .48 Screw 30.8 30.8 18.2 Saxony 900 Slate, Shake & Split Shake 2 .#8 Screws 51.7 51.7 24.4 40.45 1-10d Smooth or Screw Shank Nail (Field Clip 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2-10d Smooth or Screw Shank Nails (Field clip) 35.5 35.5 34.8 2-10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 Table 5: Attachment Resistance Expressed as a Moment Mp(ft-lbf) '0000' ... for Two Paddy Adhesive Set Systems • • • • Tile Tile Application JWjQUpum Atta;hment. Profile 43.96 0000 Resistance .' 0000.. Saxony 900 Slate, Shake & Split Shake Adhesive' goes31. a a 00.09. 0 .. .. 1 See foam adhesive manufacturer's component approval for installation requirements. 2 The Dow Chemical Company TileBondT" one -component foam minimum weight per paddy 13.9 g=ame. • • 3. ICP Adhesives Polyset@ AH -160 two -component foam, minimum weight per paddy 8 grams. • • • • • • Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Paddy Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Saxony 900 Slate, Shake & Split Shake ICP Adhesives Polyset® AH -160 118.94 Two -component foam 40.45 3 Large paddy placement of 45 grams of Polyset® AH -160. 4 Medium paddy placement of 24 grams of Polyset® AH -160. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set: Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake Mortar Seth 43.96 5 Tile-Tite Roof Tile Mortar ? MIAMI•DADECOUNTY NOA No.: 16-0711.055 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 5 of 8 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". LABEL FOR DORAL SAXONY 900 TILES (LAKE WALES FL PLANT) LOCATED UNDERNEATH NILE 6e BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. • • • • 6.1.2 Any other documents required by the Building Official or applicable Build' code ih'o'r$er to 00 . .. properly evaluate the installation of this system. • 000000 0000 0000.. PROFILE DRAWINGS • • • • • 0000 0000.. 0000.. .. 0000.. NAIL HOLES TN UNDERLOCK I SAXONY 900 - SLATE' 1 0 0 0 0000.. 0000.. 0000.. 00000 0000. 0000.. 0000.. .0000. 5/32" (Slate) COVERLOCK 1 i0A No.: 16-0711.05 r i-iiAiMhDADE COUMTY ,,.:,.,,. :. • • �' Expiration date: 04/26/22 Approval Date: 09/29/16 Page 6 o'18 PROFILE LE )IDR-AMENGS Note: Available Top Surface Finishes 5. Complete tile brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush SAX®NY 900 - SPLIT SHAKE /' ----Pc-- . I MJAM•DAQE cOUfVTY 13 „ • f 0000•• • 0000•• 0000 •• •• •••••• 00 •• 1-9/32" (Shake) 0000 w .0000• 00•• . w •• • • • 0000•• 0000•• • NOA No. :Iii -0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 7 of NAIL HOLES PROFILE DRAWINGS SAXONY 900- SHAKE END OF THIS S A CcCIEPTi ANTCIE 1-9/32" (Shake) . 0000 0000.. 0000 . . 0000.. .. . MIAMI•DADECOUNTY NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 8 of 8 .0000. .0690. 0000. .. 0000. . . 0000 0000.. .000.9 0000.. . . 0000.. .0. 0 . 0 00 MIAMI•DADECOUNTY NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 8 of 8 MIAMI-DADE COUNTY ..�'` PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wivw.miamidarle.,,;ov/cconnn,v 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 constniction 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 aoceted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately;iyok; modify, Q* suspend the use of such product or material within their jurisdiction. RER reserves the right to.rpyQt� this ftp l;tg2lce, if it is determined by Miami -Dade County Product Control Section that this product or materiaL"fs to meet the. requirements of the applicable building code. . 6 0. This product is approved as described herein, and has been designed to comply with the Florida Mifltling Cotle including the High Velocity Hurricane Zone of the Florida Building Code. "; ; .00. .. .. 6660 DESCRIPTION: BOItAL TileSeal 0000.. 0000.. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, citytatate:and foliowiry statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. 0 6 • 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 Mialni-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 renewes NOA#13-1113.05 and consists of pages 1 through 4. The submitted documentation was reviewed by Freddy Seirdho NOA No.: 17-0530.20 Expiration Date: 07/31/18 Approval Date: 07/27/17 Page 1 of 4 0000.. 0000.. .0000. .666. 00000 0000.0 . 0000.. 000000 . MIAMI --ADE COUNTY 1+T�A No.: 17-Q�3®.1® i'. I , � � _: • Expiration Date: 07/31/18 Approval Date: 07/21/:17 Page 2 of 4 lRoOPING COMPOI TE, NT 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 S-UBMITTED.: •••••• • •••• •••••• 'fest Identifier Test Name/Report • •:: • U66ei 7 _?ters Labo;1" 6r les, lnc.814610 Follov✓ a , •,.'• • . la Service io : • • • • HCi -Arcon, hie. 02-012 ..: «i TAS 103 • •' • • 01,428%02` • • • •: • Pl-' Ai,,phait 'Technologies, hie. NEI -006-02-01 TAS 103 • • 1J02 04- .... ; . PRI Asphalt Technologies, Inc. NEI -008-02-01 TAS i 14 (H) , • ...•.. 07/30/02 :....: PRI Construction Materials NEI -045-02-01 ASTM D 4798 & ASTM G 155 • 08/OBlQ7.. 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 MIAMI --ADE COUNTY 1+T�A No.: 17-Q�3®.1® i'. I , � � _: • Expiration Date: 07/31/18 Approval Date: 07/21/:17 Page 2 of 4 APIPROVIED ASSEMBLIES: Deck Type 1: Wood, non -insulated Deck Description: 15/32" or greater plywood or wood plank System B(1): Anchor sheet mechanically fastened deck, membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type II 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 Lila o •. deck with approved annular ring shank nails and tin caps at a maximum 6• a :at the sick ;laps. No nails or tin caps shall be exposed. • • • • • • • Surfacing:' Approved for Approved Adhesive Set Roof Tile Systems, Mechanically&%tgd• Rolf liq% • • • • • Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle assemblies. • • *0.6.*t ` ...... • • • • • • . . . . ...... NOA No.: 17-0530.10 Expiration Date: 07/31/18 Approval Abate:' 07127i17 Page 3 of 4 ILIMITATI0NS 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 Notic;.of 4cceptanceolisting BORAL TileSeal underlayment as a component part of an assembly in the Notice of Aaoa�t�nce. �T OBOIZAL TileSeal underlayment is not listed, a request may be made to the Authority Having Rni, plane 71fo or the Miami -Dade County Product Control Department for approval provided that appror,0at2' &ciun1&1 tton is provided to detail compatibility of the products, wind uplift resistance, and fire testing results.."' ' 00 00 10. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose�.d&kirig pan&s:.Sweep the deck thoroughly to remove any dust and debris prior to application. ...... . I.I. When applying I ing the membrane in the valley, start at the low point and work to the high poirft, rollrlig the:umoi4i;ane from the center outward in both directions. For ridge applications, center the membrane and roll fromthe 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 61020-3 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 CMIAMI-�DADEBOMUNTY END OF THIS ACCEPTANCE :i MIAM!•DADECOUNTY NOA No.: 17-0530.10 o e Expiratim Date: 07/31/18 Approval Date: 07/27/17 Page 4 of 4 G'ililrl4!"i I !yRClsi MIAMI-DADE COUNTY PRODUCT CONTROL SECIX-ON 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES EER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) �vivw.niiamidade.aov/cconomv ICP Adhesives and Sealants, Inc 12505 NW 44" Street Coral Springs, IFIL. 33065 SCOPE This NOA is being issued under the applicable rules and regulations governing the use of constriction 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 tDis acc4tiw, if it• � • • • determined by Miami -Dade County Product Control Section that this product or material fa 4 to jneet toe requirements of the applicable building code.• 0000.. 0000 0000.. This product is approved as described herein, and has been designed to comply with'fh'e Morida Building Code•..: including the High Velocity Hurricane Zone of the Florida Building Code. :.. • :. • 0000 . ..... 0000.. . .. 0000. DESCRIPTION: ICP Adhesives Polysetm AH -160 "• •" 0000.. . . 0 0 0000.. LABELING: Each unit shall bear a permanent label with the manufacturer's name or to:o, city, state: 21d "—, llowi;ag statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein...' 0 0' . :"� • 0 0 0 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. AH`t EERTISEMENTe 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 dove in its entirety. ENSPECTION'. A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. �.ii .di�i:�YAJR.•l.lL� T \ (i _MIAMI•DF1�UNlY,�� 1 rOA. No.: I7-0322.03 Expiration Date: 05/10/22 Ap pnovaI Date: 04/27/17 Page 1 of II ROOFING (COMPONENT APPROVAL: Category: Roofing - Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset' All -160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP Adhesives Polyset® AH -160. PRODUCTS MANUFACTURED By APPLICANT: Product (Dimensions Test Product Description Specifications ICP Adhesives N/A TAS 101 Two component polyurethane foam adhesive Polyset®AH-160 4,00000 . ........... ICI' Adhesives Foam N/A Dispensing Equipm;ut,' .. Dispenser RTF1000 ' ICP Adhesives ProPack® N/A Dispensing Equipment : : ' • • • • 30&100 •••••• .. .. .... ...... PRODUCTS MANUFACTURED BY OTHERS: • • • • • • •' Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current D10A which 1:31 aftachment resistance values with the use of ICP Adhesives Polyset® AH -160 roof tile adhesive. • • • • • • MANUFACTURING (LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6 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 @158°F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determiner) by accepted ASTM test: methods and are s-ubject to yaria fion. it " ^o'': , "► NOA ialo.: 17-0322.03 Minr�i•nA�ecouNry Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 aj VIDENCE SUBMITTED - itLt UBMITTE D - Test A encY Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94-060 257818 -IPA 25-7438-3 25-7438-4 25-7438-7 25-7492 NB -589-631 9637-92 01-6743-011 01-6739-062b[l] 7050.02.96-1 P36700.04.12 P39740.02.12 528454-2-1 528454-9-1 528454-10-1 520109-1 520109-2 520109-3 520109-6 520109-7 520191-1 520109-2-1 Test Name/Re o�ort TAS 101 TAS 101 SSTD 11-93 SSTD 11-93 SSTD 11-93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 ASTM D 1623 TAS 101 +••••• TAS 123 •••'•• TAS 101 '••• TAS 101 ' TAS 101 Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 04/30/93 11/16/94 01/16/95 o3G�.41�6 p4/W12 aip•31W12 ...... 20/23/98 @too 12/2$(98 see .. 03/02/99 LIMITATIONS . - 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives PolysetP AH -160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset' AH -160 roof tile adhesive with their the 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. �1DA No.: 17-3322.03 i. MIAhII-NADEC OM -Y Expfration Dnae: 35/10/22 Approval Date: 04/27/17 Page. 3 -of 1-1 LINSTAL)LATION 1. ICP Adhesives Polyset' AH -160 maybe used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset" AH -160. 2. ICP Adhesives Polyset` AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset® AH -160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 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). so** 6. ICP Adhesives Polyset® AH -160 shall be applied with ICP Adhesives Foam Dispenser RTF10001gj� ...... Adhesives ProPack® 30 & 100 dispensing equipment only. • • • • • ...... .... ...... 7. ICP Adhesives Polyset® AH -160 shall not be exposed permanently to sunlight. • • • • S. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minux"after ICB Adhesives Polyset® AH -160 has been dispensed. 0600 ""' .... . • .. ••..• 9. ICP Adhesives Polyset`' AH -160 placement and minimum patty weight shall be in a��e>y sce with �h • • • • • 'Placement Details' herein. Each generic tile profile requires the specific placement gpt�,L1•)�erein. • • . . . . ...... ........ ;s.,-.,. �,n, NOA No.: I7-0322.03 �k MiAMI•DADECOUNW , Expiration Date: 05/10/22 Approval Dara: 0:/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile — — 'file Profile Placement )[Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight )Save Course -)Flat, Low, high All Lave 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 •••• '0000' Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches g4 grams umier pan LABELING: 000.0• 000000 0000 0000 0000 000000 0000.. 0000.. 0 0000. . . All approved products listed herein shall be labeled and shall bear the imprint or identifiably irk' Mig of $te.". ""' manufacturer's name or logo and following statement: "Miami -Dade County Product Contro'1'A�Zroved" oi• the Miami!"':' Dade County Product Control Seal as shown below. • 0000.. M'•.C,MI,m�'4DE CQUNII�' i 0' • ' i 0 0 0 0� BUILDING PERMIT REQUIREMENTS.— As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. -"r ti 1 T.0 No.: 17-0322.03 MI i•DADE COUP Expiration Date: 05/10/22 Approval Date: 0A/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # I .RN, LIloupil. NIa1th':i.m C-flt r'a l•:1 }'I4r']I o slr3"r,."I , ;LAM, IC, juIfud; i 1 !fna:zrinprs�L �'- - ml a s'24.. Wailtyrctugh plasGa.eme I,mhenri? qmdred7 1:1:1ii97lAplr Flrt (,�, �. CeufslS Lave'Lknure Fasrl: b!�i19h�euy?t �Ia:^.ic c:zr.,enP-. —�-- rs>,rcr.rcyUi•�Jr ` -- 1'adrTgrl?xnea^Ia7jlnl 1 !fna:zrinprs�L �'- - 7 �If°•� ;�� `i :t in. i:;�yw tI,,SU,'t9 uuhl•eADECOUi I r ) Flat/Low Profile File 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 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. • • •••• •••••• Medium Profile / Double•g4ft Elle • • • • •••••• •••• •••••• 1. Starting at the eave courria Lptply a minimum 2" . (50.8 mm) x 10" (254 mm ne 1" (25.-4 mrm� foam• • paddy onto the underlayftimt positioned as shown •; • • under the pan portion oTW Ne closlst tb"t1 e ' • • • • overlock of the tile beim set. • • • • •••••• 2. Continue in same manr�pr. I4ure apgfb*Athately 1. (109.7 cm2) — 23 (148.460) $ quare araah adhesivi contact with the underside of the tile. • • High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 nun) 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. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile, 1 TOES 1 To.:�t 7-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6of11 ADHESIVE PLACL•IQdFW DETAIL 7# 2 i�Jlll7tl4tII1 Fi.F1:l,L [1+111lfn� lLI Ll u lin. • = L.ri &rter,sortanal- Es:lat,ursa. - - j2;_l.• tj..NiI 1nrou..0; r1<stic rernW wh?n .-?quircr_11 •:-..1nn:•..- ';i _ 1;: '' �_�'.-L• Int„Wr-� t MIAMI•DADE COUNTY Flat/Low Profile Tile 1. Starting at the cave course, apply a minimum 2” (50.8 mm) x 10" (254 mm) x 1" (25.4 nun) 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 cm2) square inch adhesive contact with the 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 strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Ineurie appro$i'nMtely 1 (64.5 cm2) -12 (77.4 cm2). square inch aesive '. .. ..dh.. ...... contact with the undersi4. tile. • .... . ..... Medium Profile / Double Pan lRij � • • • • • • • • • •• e• ecce eeeeee • 1. Starting at the cave course; a;% a minimum 2" (50.8 • • mm) x 10" (254 mm) x P' (25.4 mm)1"ia caddy • e onto the underlayment p&��4Cd as shown under t1*... pan portion of the tile closest to the overlot&f the tile being set. Insure approximately 17 (109.7 cm. ) - 23 (148.4 cm'-) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 nun) 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. (Instructions continued on next page) 1*40A i To.: ii 7-0322.03 Expiration Late: 05/10/22 Approval Late: 04/27/17 Page 7 of 11 ADHESIVE F LAC1EMENT DETAIL # 2 (CONTINUED) m'11 I�naucJlipi'�.irecrn�rt-: -- — — — yt5'Iivi5i8,7UIrifI1 fsJc"ai I'+,r-;.s1,Ti1„a lldiS�tiS C•yS1u:85I �_'� `+ti:-•- '�•t. .• `•,�I� ~.•r ='�� �•''�. - :. +,. ••tip,:• r�+ 7:L`:_;;1`••r: - , , r ,Z..I,"J. MIA -DADS COUNTY High Profile / Single ]fan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 min) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the 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 0000 being set. • • • 0000 0 0. 0. 0 3. Continue in same manner.4sijj;�approx�V:tely 17"...::. (109.7 cm2) - 19 (122.6 cna24.s luare inch adhesive . contact with the underside of tkt tile. • 0• .... . ..... ...... . .. ..... .. .. .... ...... . . . . ...... NGA— No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACE, M EI` T DE u AIL # 3 Itiailtiroughplas&CEMent Paddy ibetween tHes) Ie.,hearecrUiredP1 r Battens optional,�•a F. ° ( Paddy lunderfile) i +' Singlep3ddy ; �• f q - ontcp0tiJe Single paddy onundeda;.'marit 2r,.4h "�faseia 113:aClosure Flat/Low Profile TAA Nzilthrough plastic enient S)nglepaddyunder tile 1whert required) r.. "PaddyIbatureen:files) Battens%Paddytunde*tiEel optional v • single paddy`;. �.a„��`ti Pry'” �� '�-. un top o! tyle, "• ", ,; _ 'k pop MSin tepaddyon _�f � js un ereayment� .�Y i.a a Course-'' 4 =w' �•`v J 4` }'+ adIUrat.{'-f11,2 111a CU•M�IA�MI•DADECQMN T 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 nun) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (10 1.6 mm) up from the eave edge free of foam to prevent the expanded adhesive 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.l%m") :1 " (25.4 mm) foam paddy ontcj themlderlayraevttust below • ; • the second course line Pdsitibned fdari*Ndy •, under the strengtheniria r`itlor flat tile, or iulderVe •' • pan portion of the tile"clo*se*st to the unaerlock 41,- the ol•the second course tilet4 p.pj>lstall+ fiisttre • • • • • approximately 8-9 in''44 4 8.1 crni) c adhesives;..' contact with the undercao-of the tile.:.. • ...... • • • • • •••••• (Instructions continued o4nea, age) ' :....; NOA No.: 17-0322.03 +.rpli-2tion Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL IL # 3 (CONTINUE D) High profllaTile 3. Also apply a 2 (50.8 mm) x 4" (101.6 mm) x 3/4" (19 mm) paddy on top of the eave course tile 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 9 (58.1 cm2) - 11 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. NOA No.: 17-0322.03 Y �. + P7�AM�•FAOE COUYVTYi3io c2tion date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 . . .... ...... ...... .... ...... .... . ...... ...... . .. ..... .. .. .... ...... . . . . ...... NOA No.: 17-0322.03 Y �. + P7�AM�•FAOE COUYVTYi3io c2tion date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL Two PIECE ]BARREL T) Place enough adhesive to achieve 65 to 70sq. in. Steep pitch applications in contact with the pan tile. (when required) 2) Turn covers upside down.Place adhesive in 1 to 7 in. from outside edge of cover tile. Then install the tile.Ensure 20 to 25 sq.in.contactarea. . l _ o Underlayment (' - '; o c Sheathing Eave closure -''- (motar shown) Weephole Fascia Board Remove top portion of the cave course covertile.Abut to second course of pan tiles. Ensure cave end of pan and cover tiles are flush at eave line. Two Piece Barrel -High Psoffile Tile MIAMI•DADECOUNi 1 Two Piece Barrel (Cap and Pan) Tile 1. Starting at the cave 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 two adjacent pan tiles. Support cave tiles from rocking until adhesive has a chance to cure. 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.t?IL'"i6derside of the pan tile. . . .... ...... .9 • 0 •• • 090000 0000 0000•• 3. Turn covers upside 4cjV4;.xposing thg undersi4c • of the tile. Apply a m""m 1" (25.4 wm) x ID** • • : (2 54 mm) bead of a&"iue directly on M inner_.. • 9 edge of each side of tlla ee ver tiled Lpv • • • • approximately 3/4" (g9 )i)m) to 1" t,;9-4 mm) .... • from the outside edg$•of= tile, inwafd, free of •. foam to allow for expansion. : • • .: • 000000 0 000 • :000*: 4. Turn cover tile over after foam is appl!eA0 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 T21 -111S ACCEPTANCE 1` -TGA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Irate: 04/27/17 Page 11 of SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owners initial in the des' ated space indicates that the item has been explained. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck maX bove to e renail in accordance with the current provisions of Section R4403. (The roof deck is usda v,, *000:9 conce prior to removing the existing roof system). • • 909009 .9.9 0900.0 000:0. 4• Exposed Ceiling: Exposed, open beam ceilings, are where the un e • • • • 9 Q *of thejppfd�king ' • an be vi wed from below. The owner may wish to maintain the.architectural ap;1ft8nce; therefore, 00:009 roofing nail penetration of the underside of the decking may not be acceptable. 0thas0provides�ha option of • maintaining the appearance. • • • • 00* • • • • • • .00.0. . . 9 0 0000.. 0000.. 6. Overflow scuppers (wall outlets): It is required that rainwater fiow off se that thegot is •... of ov rloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this • • discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. wner/s ignature ate 4ntorSignature Date Property Addre117 � Permit Number Revised on 7/9/2009 LD;07/01/2015; Miami Shores Village Building Department 10050 N. E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE. BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2^d Ave Miami Shores, FI 33138 Re: Owner's Name: Property Add Roofing Permit Number: U0 Date: •• •• boob boob•• Dear Building Offici • • • •„ • • 1 • • • • boob•• certify that I am not required to retrofit the roof to waoponneViMlof my:.... • building because: ' o The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the Sout Florida Building Code (1994 SFBC) Signatur Print Name State of Florida County of Dade �i1111111rf 11lf0 The undersigned, being the first duly swom, deposes and says that he/she i 1thhe owner for the above Yt ert t r ljoned. Sworn to and subscribed before me this �� day of �� '�``5. G0\.�>,tlsso o GG06 1.q54 - a EXPIREs e� ; Notary Public, Sate of Florida at Large SZo FEB. 10, Y0210 • li When the just valuation of the structure for purpose of a to or more than 5300,000.00, and the building was not kop a �-�4rtbr a.1994 '�. ljfs SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/1009 oboe •. 9400 6660•6 • .. 6• • . .. •666.6 •J6o 066666 000• . . . 6 • . •6••66 66.66 •0•••• • •• 49000 •• •• boob boob•• Dear Building Offici • • • •„ • • 1 • • • • boob•• certify that I am not required to retrofit the roof to waoponneViMlof my:.... • building because: ' o The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the Sout Florida Building Code (1994 SFBC) Signatur Print Name State of Florida County of Dade �i1111111rf 11lf0 The undersigned, being the first duly swom, deposes and says that he/she i 1thhe owner for the above Yt ert t r ljoned. Sworn to and subscribed before me this �� day of �� '�``5. G0\.�>,tlsso o GG06 1.q54 - a EXPIREs e� ; Notary Public, Sate of Florida at Large SZo FEB. 10, Y0210 • li When the just valuation of the structure for purpose of a to or more than 5300,000.00, and the building was not kop a �-�4rtbr a.1994 '�. ljfs SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/1009 9/6/2017 Property Search Application - Miami -Dade County -OFFICE OF THE PROPERTY APPR AnIA"ER �f Summary Report Property Information Folio: 11-2136-013-0100 Property Address: 325 NE 104 ST Miami Shores, FL 33138-2017 Owner CARRIE B & LUIS E REYNOSO Mailing Address 325 NE 104 ST MIAMI SHORES, FL 33138-2017 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/1/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 1,312 Sq.Ft Lot Size 9,225 Sq.Ft Year Built 1940 Assessment Information Year 2017 2016 2015 Land Value $23Q,638 - $198,007 $163,894 Building Value $94,35, = $95,120 $95,881 XF Value $2,068 $2,090 $1,848 Market Value $327,065 $295,217 j $261,623 Assessed Value $193,846 $189,859 $188,540 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $133,219 $105,358 $73,083 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). Short Legal Description MIAMI SHORES SEC 5 PB 10-47 LOT 16 & W1/2 LOT 17 BLK 117 LOT SIZE 75.000 X 123 COC 23812-0289 08 2005 4 Generated On : 9/6/2017 Taxable Value Information Previous • • • • • • • O Book- 20?T • 2016 ... 4R@15 Count Y • •i : •••• ••••• Exemption Value $.SQQQQ $50,Q00 $54,M0 Taxable Value $1 3,8 60 an. 6M 88,540 School Board • • • : • • • •: Exemption Value $25,000 $25%4 $25,000 Taxable Value 1 $168,846 $164,859 $163,540 City Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $143,846 $139,859 $138,540 Regional Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $143,846 $139,859 $138,540 Sales Information Previous O Book- Price Qualification Description Prev Page 23812- Sales which are disqualified as a result of 08/01/2005 $0 0289 examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version