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RF-17-910 Permit 1 p RF-4-'1.7.9101 Xt Miami Shores Village Type:Roof 10050 N.E.2nd Avenue NE Warts CtalOcat+on_R�iir Roof Miami Shores,FL 33138-0000 Pe I Pe it Status:APPROVED Phone: (305)795-2204 fiCOR[Op las Date:41412417 Expiration: 10/0112017 Project Address Parcel Number Applicant 452 NE 92 Street 1132060140040 BRIAN WADE Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell BRIAN WADE 452 NE 92 ST MIAMI SHORES FL 33138-3155 Contractor(s) Phone Cell Phone $ 800.00 Valuation: SEGARRA ROOFING INC (305)822-7541 Total Sq Feet: 40 Type of Work:Repair Available Inspections: Additional Info: Inspection Type: Classification:Residential Roof Repair Scanning:3 Final Roof Review Roof Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $0.60 Invoice# RF-4-17-63550 DBPR Fee $2.00 04/04/2017 Check#: 1600 $50.00 $64.60 DCA Fee $2.00 Education Surcharge $0.20 04/04/2017 Check#: 1601 $64.60 $0.00 Permit Fee-Repairs $100.00 Scanning Fee $9.00 Technology Fee $0.80 Total: $114.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I c ify that a the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoni g F th!nore authorize the above-named contractor to do the work stated. April 04,2017 Authoria9d S' nature: wner / Applicant / Contractor / Agent Date Building Depa ment Copy April 04,2017 1 Reileh Engineering Corp. \� C I V I L (Consulting Engineer) �\ "` 2370 Southwest 123` Avenue Miami,Florida 33175-1174 Tel:305-823-8008/305-397-6414 ENGINEER Fax:305-823-3300/305-884-8834 Website:www.reilehengineering.com April 12,2017 Segarra Roofing f � Miami, Florida Project: ROOF TILE UPLIFT TEST REPORT Residential Home 452 Northeast 92 Street Miami Shores,Florida Information provided by client: Permit Number:Not Provided Date Completion: April 10, 2017 Roofing Contractor: Segarra Roofing Project Number: 17-0363R (Testing Laboratory Certificate# 11-0715.04) Dear Sirs; In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached,rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet,and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Altusa Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection,the en:irc area of the roof vvas examined for loose tiles. Not less than one(1)tile in ten(10)of all components in the field area and one(1)tile in five(5)of all tiles in the perimeter and comer areas were physically examined. A minimum of one(1)test per every two(2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. used on tier test results, we.conclude that'the installation of the roof tile-at the above referenced project yneets the test requirement outlined m the!abov!'-menXioned protocol: Attached please find a copy of oux test reportforyouur xe iewr Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation hamad Sonny Salleh,P.E.49014 Project Manager TELE UPLIFT TEST Residential Home 452 Northeast 92 Street Miami Shores,Florida Submittals: Cover Page Page 2 thru 3 of 3 Drawing 17-0363R Reileh Engineering Corporation—Project Number-17-0363R—Page 2 of 3 Report of TILE UPLIFT TEST for Residential Home 452 Northeast 92 Street Miami Shores,Florida Project Number: 17-0363R Test Number Test Load b TestStatus 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass Test 1-4 Perimeter Mich Engineering Corporation—Project Number-17-0363R—Page 3 of 3 i z is k 4 6' NaMl P 0r t5r 60 5� O 017a CA f sr I,OCA110N FEW O COUP = O 5� COIM = O f'�f;IWSP 1715fMa,a= 5' L 11,� MNOM5 L0005e 1U �nG�Cff = O COUP:AMA= 3'X 5' Af'f kOX,WOF 95r LOCA110N5,ACAS, AW 171WN510N5 Miami Shores Village RECEIVED Building Department APR 04 2017 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 5-A FFBCC.2014 BUILDING Master Permit No. 1-0 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING F-I MECHANICAL 7PUBLICWORKS ❑ CHANGE OF Ej CANCELLATION [—] SHOP sy CONTRACTOR DRAWINGS JOB ADDRESS: �-F �2- /� !12— �5 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: //— _���0_�fU — � Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: r FFE: OWNER: Name(Fee Simple Titleholder):11f C/h CG�r&f 0 /�GJ"j x/7/7 Ld 4j ne#: 30 2, Address: s City: State: Zip: :?-5/q 2 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: r Phone#: �S�3Z Address:/ �?L City: ca _ —State: 71&J/70q Zip: 33(.91q Qualifier Name: G/ (/ � d�� Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: �d Value of Work for this Permit:$ t/D Square/Linear Footage of Work: /� Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: v� 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$ (Revised02/24/2014) 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." 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. SignatureA Signature OWNER or AGENT CONTRA TOR The foregoing instrument was acknowledged before me this The foregoing instrum nt was acknowledged before me this da of 20 .by day of 20_✓ - by is perso al nown too' personal nown to me or who has produced / as me or who has produced as # " ( identification and ho di ke an oath. identification and who did t 1k,%P a oath. µar P� as.••+.�¢ MARLENE LAHERA NOTARY PUBLIC: •..8�% MARLENELAHERA NOTARY PUBLIC: * * MYCOt�aIS510N#FF 919861 * MY COMMISSION#FF 919861 EXPIRES:October 30,201 EXPIRES:October 30,201 B �� �� Boeded Tin W Notary Be,v' Sign: � 8ortdedTlsuEadpetNalary8arrk Sign: Print: Print: Seal: Seal: APPROVED BY I7 Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) OR `xc—93 � M iami Shores illage Boom . 11.. Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tet: (305) 795.2204 Fax: (305) 756.8972 ® NERS'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 Date: 10050 NE 2nd Ave Miami Shores, F13 & Re: Owner's Name: Property AddresZ S Roofing Permit Number: Dear B ' ' gOff' i I 1 41 certify that I am not required to retrofit the roof to wall connections of my building because: Ta The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad lorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC)or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) n 0 X�e Signat re Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this 3 day of "4prl L WRI,EME LAFIERA * ••. o* MY COMMISSION t FF 9191 Notary Public, Sate of Florida at LargeEXPIRES:Oct er90,2w sOF',°e Bofed ifoa di*1 Notary Serft o When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300,000.00,and the building was not constructed with FBC nor a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 4/3/2017 Property Search Application-Miami-Dade County Y 1 % N {{ �i m _ 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 IMPORTANT market value,which could result in higher property taxes.Please use our Tax Estimator to approximate your new property taxes. MESSAGE The Property Appraiser does not send tax bilis and does not set or collect taxes.Please visit the Tax Collector's website directly for additional information. Address Owner Name Folio SEARCH: 452 NE 92 ST Suite Q j PROPERTY INFORMATION Folio:11-3206-014.0040 Sub-Division: MIAMI SHORES SEC 2 Property Address 452 NE 92 ST Miami Shores,FL 33138-3155 Owner BRIAN WADE&W RUTHANN Mailing Address 452 NE 92 ST MIAMI SHORES,FL 33138-3155 Primary Zona 1100 SGL FAMILY-2301-2500 SO Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds/Bathe/Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,193 Sq.Ft Living Area 1,953 Sq.Ft Adjusted Area 2.033 Sq.Ft Lot Size 9,472.93 Sq.Ft Year Built 1946 s '� n,. ' e - r r i� c� •°` '.; i�:` ".;� Map View. Layers http://www.miamidade.gov/proWtysearctViW 1/3 43/2.017 , Property Search Application-Miami-Dade County �tiww � y,+i'K'�i!f� ,C `�; '�'�}'��YO'�•y,y�S� �� t'� � 2 �t�{�j ay �F� ',' 7 dj 1 j. 9 Y ;g,�1g rr dy,,. ;y� -� ln-�a 4E ai•-a 'xl s. t1+ .,. 4 r , ;r 61 t ii li Nl, PN A. t 2016 Aerial Photography soft Featured Online Tools Comparable Sales Glossary Non-Ad Valorem Assessments 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 2015 2014 Land Value $236,836 $227,093 $198,612 Building Value $167,438 $169,797 $167,125 Extra Feature Value $7,493 $6,172 $6,245 Market Value $411,767 $403,062 $371,982 Assessed Value $151,017 $149,968 $146,778 TAXABLE VALUE INFORMATION 2016 2015 2014 COUNTY Exemption Value $50,000 $50,000 $50,000 Taxable Value $101,017 $99,968 $96,778 SCHOOL BOARD Exemption Value $25,000 $25,000 $26,000 Taxable Value $126,017 $124,968 $123,778 CITY Exemption Value $50,000 $50,000 $50,000 Taxable Value $101,017 $99,968 $98,778 REGIONAL http://www.miamidade.gov/propwtysearchW y3 4/3/2017 Property Search Application-Miami-Dade County Exemption Value $50,000 $50,000 $50,000 Taxable Value $101,017 $99,968 $98,778 a BENEFITS INFORMATION Benefit Type 2016 2015 2014 Save Our Homes Cap Assessment Reduction $260,750 $253,094 $223,204 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). 4 FULL LEGAL DESCRIPTION MIAMI SHORES SEC 2 PB 10-37 W1/2 OF LOT 5 8 LOT 6 LESS W 5 IN BLK 49 LOT SIZE 74.590 X 127 OR 13034-2984 0966 1 SALES INFORMATION Previous Sale Price OR Book-Page Qualification Description 02/01/1976 $1 00000-00000 Sales which are disqualified as a result of examination of the deed 09/01/1986 $84,500 13034-2984 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-20 1100-SGL FAMILY-2301-2500 SQ Front Ft. 74.59 $236,836 BUILDING INFORMATION Building Number Sub Area Year Built Actual Sq.Ft. Living Sq.Ft. Adj Sq.Ft. Calc Value 1 1 1946 2,063 1,823 1,903 $156,731 1 2 1966 130 130 130 $10,707 <e Building Sketches Available! EXTRA FEATURES Description Year Built Units Calc Value Patio-Terrazzo,Pebble 2004 400 $2,314 Patio-Brick,Tile,Flagstone 2004 200 $1,958 Wood Fence 1990 58.33 $719 Patio-Brick,Tile,Flagstone 1989 300 $2,442 Wood Fence 1988 5 $60 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. http://www.miamidade.gov/propertysearch/#/ 3/3 ROOF ASSEMBLIES AND ROOFTOP STRU" APR Florida Building Code 5th Edition (2014) t7g High-Velocity Hurricane Zone Uniform Permit Application Form. Section A(General Information) 9 0 Mit r Permit�N . Process No. ®L C3`\ ct s� e YLc9�/r Yt GIJ 0 N W Goes efl drs C= • • w • • •••• •••• • • ROOF CATEGORY • Q-) Q 000600 0 00 • :•..�: 7 U4 Sl� ❑ Mechanically Fastened Tile ❑ Mortar�LP&alive Set sites• • fl• CIO ❑ AsLalt hingles ❑ Metal Panel/Shingles 13Woad gRA6ies/Shakes*'• •:•r. F_ z ❑ Prescriptive BUR-RAS 150 nr� l.. •• •• •�.• ••••a• O O ROOF TYPE �••�•� • •� 1'_1 6IJ Nem ro6f Repair ❑ Maintenance ❑ Reroofing • I7 Recovetin 0*** Li �• 0 0 'I U a ROOF SYSTEM INFORMATION • 0 0 0 0 as Lu s- Slge f Area(SF)_4ftr Steep Sloped Roof AREA(SSF) W Total(SF) c�/d •" E� Section 8 (Roof Plan) Sketch Roof Plan:Illustrate all levels and sections, roof drains,scuppers,overflow scuppers and ove sions of sections and levels,clearly identify dimensions of eevated pressure zones and location of per " 444 , 9 D a o n FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) 15.37 � ' ) Copyright to,or licensed by,ICC(ALI,RIGHTS RESERVED);accessed by Eliezer Palacio on Jun 8,2015 10:32:12 AM pursuant to License Agreement.No further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(2014) High-Velocity Hurricane Zone Uniform Permit Application Form Q it Section D(Steep Sloped Roof System) Roof System Manufacturer: Notice of Acceptance Number: /2 129)3 - 0'a p Minimum Design Wind Pressures, If Applicable(From RAS 127 or Calculations): P1: —3`3� a P1: �(��'./ pl: 00000 00000 966.9• 006• 6a•66.6 • Deck Type: 5--� �l u-ej . pp . ...... 0000 y606• Type Underlayment: •• •• 000040•••x• Roof Slope: � �� •••••• 1 •• 12 169.96 Insulation: 9.99•• Fire Barrier: -� 9 Ridge Ventilation? Fastener Type &Spacing: t�K�Zs fi Adhesive Type: 'S4 P aJI-4LC 0 II Type Cap Sheet: ') Mean Roof Height: --'�—i Roof Covering: _►T l_g 0 4^ tom« N fr � Type&Size Drip Edge: K� CDC.J J 9 1 � FLORIDA BUILDING CODE--BUILDING,5th EDITION(2014) 15.39 Copyright to,or licensed by,ICC(ALI.RIGHTS RESERVED);accessed by Eliezer Palacio on Jun 8.2015 10:32:12 AM pursuant to License Agreement.No further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES a Florida Building Code 5th Edition (2014) High-Velocity Hurricane Zone Uniform Permit Application Form. 8 Section E(Tile Calculations) For Moment based tile 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 tile attachment method is acceptable. 0 0 Method 1 "Moment Based Tile Calculations Per RAS 127" •••• 0 (P1: fx X [�• - q-'�dj-Mg:_3 Mr, 6'OrProduct Approval M, _ '••••• •••••• (P2: &A �� Mg: =M, _,�Df Product Approval M, • • �„ •' -�:Y•�-M9:�=M,,ZO•�3 Product Approval M, ...... ��.`S. **so:* • Method 2"Simplified Tile Calculations Per Table Below" ••'0 0• Required Moment of Resistance(Mr)From Table Below Product Approval M, '.... .... ..... Mr required Moment Resistance' •••••• •••• ••••• Mean Roof Height . •...•40' • .� ...�.. � Roof Slope 15' 20' 25' 30' • 0 2:12 34.4 36.5 38.2 39.7 • • 2.2 . ..:• 00.00 • 3:12 32.2 34.4 36.0 37.4 0000 49.8 • 0 • ;0000; 0 4:12 30.4 32.2 33.8 35.1 37.3 •0 0 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 0 7:12 24.4 L25.9 27.1 28.2 30.0 'Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and 0 Appeals. For Uplift based tile systems use Method 3. Compared the values for F'with the values for Fr. If the F values are greater than or 0 equal to the Fr values,for each area of the roof,then the tile attachment method is acceptable. Method 3"Uplift Based Tile Calculations Per RAS 127" (P1:_x L_= x w:=_-___)-W: x cos O_=F,, Product Approval F' (P2:_x L_= x w:= )-W: x Cos 0_=F,2_ Product Approval F ll (P3:_x L_= x w:=_�-W: x cos 0-=Fra_ Product Approval F ii 0 Where to Obtain Information 0 Description Symbol Where 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 0 Aerodynamic Multiplier Product Approval 0 Restoring Moment due to Gravity M9 Product Approval Attachment Resistance M, Product Approval 0 Required Moment Resistance M9 Calculated 0 Minimum Attachment Resistance F' Product Approval 0 Required Uplift Resistance Fr Calculated 0 Average Tile Weight W Product Approval 0 Tile Dimensions L =length W=width Product Approval 0 All calculations must be submitted to the building official at the time of permit application. 0 B 15.40 FLORIDA BUILDING CODE-BUILDING,5th EDITION(2014) tl 1 l 1 l Copyright to,or licensed by.ICC(ALL RIGHTS RESERVED);accessed by Eliezer Palacio on]un 8,2015 10:32:12 AM pursuant to License Agreement.No further reproductions authorized. gNrtNGS h� m FtoRIDA SECTION 152400*0 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR RQOfIMG CONSIDERATIONS • .4041.4941 4040040 .0090. 66990 1524.1 Scope.As it pertains to the section,it is the responsibility of roofing contractor to provide the40ownefwith •••• :6006: govern the minimum requirements and standards of the industry for roofing system installationsthe required roofing permit,and to explain to the owner the content of the section. The provisions of S.Addilior#a'ctor.0he earnAer's44 eCltvrrR4402 • 4040.. ;••• •• ••• following items should be addressed as part of the agreement between the owner ant the contra •••• •••••• initial in the designated space indicates that the item has been explained. 0e w 9 2. Renailing wood decks:When replacing roofing,the existing wood roof deck m8)Phave to ••• •40• be renailed in accordance with the current provisions of Section R4403,(The roof deck is usually •• concealed prior to removing the existing roof system). 4. L Exposed Ceiling: Exposed,open beam ceilings are where the underside of the roof decking can be viewed from below.The owner may wish to maintain the architectural appearance;therefore, roofing nail penetration of the underside of the decking may not be acceptable.This provides the option of maintaining the appearance. 6. Overflow scuppers(wall outlets):It is required that rainwater ater flows off so that the roof is not overloaded 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. Awn /Agent's Signature a e ^ /r Contrac or Signature Date �z ��� , T Property Address Permit Number Revised on 7/9/2009 LD;07/0112015; Miami shores Village ... E ,.,:."I Building Department 0 e 10050 N.E.2nd Avenue ®R��', Miami Shores, Florida 33138 Tel: (305) 795.9994 Fac: (305) 756'.9932 0 0698:0 99 9 9999 9999.9 9919 999919 OWNERS'S AFFID,&VIT OF EXEMPTION .... 9 e ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING.SM- . 0000 BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES 8999 .999 ..080 0000.. 0000 0000. PERSUANT TO SECTION 553.844 F.S. e• 09 00.90 9989•• 0000.. To: Miami Shores Village Building Department1k •. ""• .880.. 10050 NE 2nd Ave Date: 0 0 008999 Miami Shores, FI Re: Owner's Name: Property Address: Z X, J Z 7— Roofing Roofing Permit Number: Dear Bui Official. _certify that I am not required to retrofit the roof to wall connections of my building because: The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad va orem taxation. Ei The building was constructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions of 1994 edition of the South Florida Building Code(1994 SFBC) Signa t Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this day of �– ' MAR ENE WiERA * Or My COMMISSION 9 FF91061 Notary Public, Sate of Florida at Large 1001 EXPIRES:Octobsr30 2018 0 0 800 AM i Notitry&ervkea When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300,000.00,and the building was not constructed with FBC nor a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation Revised on 5/21/2009 `r, H", MIAMI- M1AM1-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Eov/pera Sulacer USA,Inc. 6801 NW 77"Ave Miami,FL.33166 •••• . . .... ...... SCOPE: • •• • 0000 • This NOA is being issued under the applicable rules and regulations governing the use of co*9waetdon mat+c6ls.The•••• • documentation submitted has been reviewed and accepted by Miami-Dade County RER-Preddt *Ceontrol Section to let... used in Miami Dade County and other areas where allowed by the Authority Having Jurisdictfdrf CAHJ). 0 000000:600 *000 This NOA shall not be valid after the expiration date stated below. The Miami-Dade CountyOP?Od%t Contrd Mction 0"'0 .. . . (In Miami Dade County)and/or the AHJ (in areas other than Miami Dade County)reserve th:ri t to have...t . •is ....0• product or material tested for quality assurance purposes.If this product or material fails to gerferrl in thg accipted 0�•; manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,m iffy,br suspend the use of such product or material within their jurisdiction. RER reserves the right t©•revoke thisoacceptan4o•0�: if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet tke 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: Altusa Barrel Made in Honduras 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 renews and revises NOA# 11-0812.05 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-1203.03 MIAMI•DADE COUNTY ,, v y Expiration Date: 12/16/17 Approval Date:02/14/13 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Clay 1. SCOPE This approves a roofing system using Altusa `Barrel' Made in Honduras, as manufactured by S%lacer,SA. in Honduras and distributed by Sulacer USA, Inc. as described in Section 2 of this NQtice.bf Accemfiee. Fote00:0 locations where the pressure requirements, as determined by applicable Building COae does not *l Beed the•• • design pressure values obtained by calculations in compliance with RAS 127 using thg y �s listed in section • herein. The attachment calculations shall be done as a moment based 0 . 000 0000 system. :0009: 9 0000 0000 96909 2. PRODUCT DESCRIPTION 00000. 0000 • 0000. .. .. 0000 00.00. Manufactured by Test Pradx¢0. 9 Applicant Dimensions Specifications Description 9069:6 609906 Altusa `Barrel' Made in 1 = 18" TAS 112 High profile,two-piece,eLVrc:bf the, For giortar:•••• Honduras w=8 '/2" set or adhesive set applications with a nohy)ya12- '/2"thick nominal '/2"headlap. Trim Pieces Length: varies TAS 112 Accessory trim,clay roof pieces for use at hips, Width: varies rakes,ridges and valley terminations. varying thickness Manufactured for each tile profile. 2.1 MANUFACTURING LOCATION 2.1.1. Pimienta Cortes, Honduras 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date American Test Lab of South RT0628.01-1 l ASTM C 1167 07/12/11 Florida American Test Lab of South RT0718.01-11 TAS 101 07/21/11 Florida IBA Consultants, Inc. 2397-117 ASTM C 1167 06/28/07 The Center for Applied 94-083 Static Uplift Testing April 1994 Engineering,Inc. PA 101 (Adhesive Set) The Center for Applied 257869-1 Static Uplift Testing Jan. 1997 Engineering,Inc. PA 101 (Mortar Set) Redland Technologies P0647-01 Wind Tunnel Testing Aug. 1994 PA 108 (Mortar Set) Walker Engineering,Inc. Calculations Aerodynamic Multiplier March 1999 Walker Engineering, Inc. Evaluation Calculations 25-7183 March 1995 NOA No.: 12-1203.03 MIAMI•DADE COUNTY Expiration Date: 12/16/17 Approval Date: 02/14/13 Page 2 of 6 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date 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 0.00 0 00.000 3. LIMITATIONS 0 0 . 0000 00.0090 0000 0000.. 3.1 Fire classification is not part of this acceptance. 000000 0 0000.. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be perlformed in ac4raarice witli 0 0000 0000 0000. TAS 106. • 0000.. 0000 0000. 3.3 Applicant shall retain the services of a Miami-Dade County Certified LaboratoiytdperfornfgtArterly test•••;• in accordance with TAS 112, appendix `A'. Such testing shall be submitlAr Io Nthe Building Code • Compliance Office for review. •...•• 0 0 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Shards 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 May be installed on slopes 7:12 and greater. NOA No.: 12-1203.03 Miarn•�a�ecouNrir Expiration Date: 12/16/17 Approval Date:02/14/13 Page 3 of 6 4. INSTALLATION 4.1 Altusa `Barrel' Made in Honduras tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (Ibf) Length-I (ft) Width-w (ft) Altusa Barrel made in Honduras 4.5 1.5 oQeZ&j• Table 2: Aerodynamic Multipliers -A, (ft) •••••• •••• •• ••• Tile X (ft ).... .... Profile Direct Deck4plioation •••••• •• •• Altusa Barrel made in Honduras 0.24 • Table 3: Restoring Moments due to Gravity- Mg (ft-Ibf)• • Tile 2":12" 311:12" 4":12" 5":12" 6"AX ; .Z::14or •• Profile gPoSter Altusa Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Barrel Deck Deck Deck Deck Deck Deck made in N/A 3.37 N/A (!�33 N/A 3.27 N/A 3.20 N/A 3.14 N/A 3.05 Honduras Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Altusa Barrel made in 3M 2-Component Foam Roof Tile Adhesive AH-160 177 (Clay tile) Honduras Flexible TileBond 115 (Clay the 3M 2-Component Foam Roof Tile Adhesive AH-160 91.85 (Clay tile) 1 Place 23 grams per pan and 23 grams per cap of AH-160. 2 Place 11.8 grams per pan and 11.6 grams per cap of TileBond. 3 Place 22.5 grams per pan and 14 grams per cap of AH-160. Table 8: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Altusa Barrel made in Honduras Mortar Set 24.5 213.8 4 Bermuda Roof TileTite mortar. 5 Quickcrete Roof Tile Mortar# 1140. NOA No.: 12-1203.03 MIAMI•DADE COUNTY Expiration Date: 12/16/17 Approval Date:02/14/13 Page 4 of 6 • 1 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami-Dade County Product Control Approved". ALTUSA MADE IN HONDURAS ag IDENTIFICATION MARK FOR ALTUSA BARREL CLAY ROOF TILE • "0 •.•. 0000•. LOCATED UNDERNEATH TILE • ••• • •• • 0000 • 0•••0• •0•V 00.000 • 0000•• • • • ••000• 6. BUILDING PERMIT REQUIREMENTS •""• 0 ' 0060 0 a go* 6.1 Application for building permit shall be accompanied by copies of the follow4if6•: :080 ••:••• 6.1.1 This Notice of Acceptance. •• •• *see ••••0• 6.1.2 Any other documents required by the Building Official or applicablew:(Tijig code irf order to •o properly evaluate the installation of this system. :•..:. """ • NOA No.: 12-1203.03 Mu►Mi•�aoEftU Y Expiration Date: 12/16/17 Approval Date: 02/14/13 Page 5 of 6 PROFILE DRAWINGS •06• • • . •6•• 06.0.0 •• . .06. .• •... •60006 .000.0 • . 6 0000.. 00.0 0000 . • 0000 0000 .0000 18" 0000.. 0000 0000. •• •. 06.6 060009 .•..6. 6 . • ••6000• ..0000 2 • • • • • • • •0066• Q.: BARREL CLAY ROOF TILE END OF THIS ACCEPTANCE NOA No.: 12-1203.03 MIAMI•DADE COUNTY Expiration Date: 12/16/17 Approval Date:02/14/13 Page 6 of 6