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RF-12-1682Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 181388 Permit Number: RF -9 -12 -1682 Scheduled Inspection Date: November 29, 2012 Inspector: Bruhn, Norman Owner: HERZ, WOLFGANGE Job Address: 350 NE 107 Street Miami Shores, FL 33138- Project: <NONE> Contractor: T&S ROOFING SYSTEMS INC. Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1122310130330 Phone: 305/265 -2654 Building Department Comments RE ROOF FLAT & TILE ROOF pending noc 10/03/2012 - NOC SUBMITTED Infractio Passed Comments INSPECTOR COMMENTS False PassecWA.1 i L Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 178304. Revise plan to remove flat from scope of work NB November 28, 2012 For Inspections please call: (305)762 -4949 Page 11 of 25 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 178304 Scheduled Inspection Date: November 08, 2012 Inspector: Bruhn, Norman Owner: HERZ, WOLFGANGE Job Address: 350 NE 107 Street Miami Shores, FL 33138- Project: <NONE> Contractor: T&S ROOFING SYSTEMS INC. Permit Number: RF -9 -12 -1682 Permit Type: Roof Inspection Type: e Work Classification: Tile /Flat Phone Number Parcel Number 1122310130330 Phone: 305/265 -2654 Building Department Comments RE ROOF FLAT & TILE ROOF pending noc 10/03/2012 - NOC SUBMITTED Inspector Comments Passed /;,//' Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. November 08, 2012 For Inspections please call: (305)762 -4949 Page 4 of 19 GEOTECHNICAL ENVIRONMENTAL HYDROGEOLOGY ASBESTOS iii .��� aiming a� i? ar_II DYNATECH ENGINEERING CORP. TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING CONCEN'T'RATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 MIAMI, October 17, 2012 PERMIT No. RF -9 -12 -1682 CLIENT: T & S ROOFING SYSTEMS, INC: Stephanie Schmalbach: 1461 NW 23`' Street Miami, FL 33142 PROPERTY ADDRESS: Roof @ 350 NE 107TH STREET MIAMI, FL 33161 TILE TYPE /ATTACHMENT: Flat Roof Tile Polyfoam Set. Inspected By: JM Testing Equipment: Humboldt Scale Model H-4620 The test results presented here reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof condition are continuously changing due to the exposure to the element and roof top traffic Test No. Test Location Field Uplift Pull Test 1 - 29 Field See Sketch Below > Than 35 LBS 30 - 43 Comer See Sketch Below > Than 35 LBS 44 - 61 Perimeter See Sketch Below > Than 35 LBS 62 - 85 Ridge Caps See Sketch Below > Than 35 LBS Test Result Passed Passed Passed Passed ROOF TILE UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS -106 ROOF SKETCH O Sincerely yours, Wis. -.° aamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 750 West 84 Street, Hialeah, FL 33014 -3618 ° Phone: (305) 828 -7499 O Fax: (305) 828 -9598 E -Mail: Dynatech @Bellsouth.net 0 Printed on Recycled Paper Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: Electrical JOB ADDRESS: v— i•IE 1� . FBC 20 N 1921 BY: mdm ©o ®mm ®msdc∎ 6, s.vco Permit No. J c — ko Master Permit No. City: Miami Shores �Coouunty: Miami Dade Zip: 161 Folio/Parcel #: ti� ZZ \ — 0 \ +Jj " 0 V d Is the Building Historically Designated: Yes ,(` NO Flood Zone: OWNER: Name (Fee Simple Titleholder) :1hl�1T I \— ` L. Phone#: Address: City: State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRAC O : Compan Name: S w U� ` Phone#: Address: ) Ilk. J l ) City; Na. icf.Wx ► State: Zip: ? J I7 7 . Qualifier me: L1.5 1O\ ? . Phone#: ' State Certification or Registration #: Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Pe{t: Square/Linear Footage of Work: Type of Work: DAs. Description -I.,* •.� teation ❑New ❑Repair/Replace UDemolition dfm SCC /C C **** ** ** ** * ***** * *** ********** * * *** s *+x �* * ** : a: a:****** . ** * * * **x:a��x�xx�x•�xa:** ***** Submittal Fee $ Permit Fee $ (J" ] CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDmONERS, ETC OWNER'S A}'r'IDAVIT: 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 an e will be charged. Signature The foregoing instrum day of Agent Contractor' nt was ackn w . - . ged be re me this 1 The foregoing instrument was acknowledged before me t if , 20 1 L, by �, ► I' 1 . , day of 20 IL, by ti:J1/4.4 Si-ak4 w ho is personally known to me or who has produced P y P As identification and who did take an oath. as identification and who did take an oath. NO = ' ' UBLIC: who is personally known to me or who has p duced My Commission Expires: nt: My'Comnlissi et Kota ti -! Public St a of Florid et; !iota 'Dani Perez c� My C•` mission EE123821 0,011) Expi 08/21/2015 Lei IY,AL A AL As A. ' ************************************************* a ;z** *************************** ********************GIs****** ** APPROVED BY / / t�� /204. Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 R C EI TED S E P 1,0 2012 BY: BUILDING Permit No. 0� — o� ING IV O"' APPLICATION Master Permit No. Permit Type: BUILDING JOB ADDRESS: b N 's 107 yt ROOFING City: Miami Shores �/� County: Folio/Parcel #: \` 1.13\ —�\� 0310 Is the Building Historically Designated: Yes NO Miami Dade Zip: 33-1 Flood Zone: OWNER: Name (Fee Simple Titleholder): VitiAl C(2 Phone#: Z y'��J r AddressZO :i 101 ,4 / N L zip: Dlil City: ikl G�f1l�■ � �d State: 1 '� Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: IA Address:' u 1i \ )4% ti3 "J City: \\:0,1ki■‘ Qualifier Name: `6 S \e �ff i,y $4-15)-eM5 State: Phone#: ys Zip:! 12. r Phone #: �/+ State Certification or Registration #: �s32 bort Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: - Phone#: Value of Work for this Permit: $ � kit Square/Linear Footage of Work: Type of Work: DAddi 'on DA1 ration Description of Work: tu &\ \`"�p . New URepair/Replace ZS30 DDemolition Color thru *** * *m******** *** * *a:,x*+x*** Fees* **** x�: x�x�x�u�x** **x� **** * *** **** *�x�x** **** ** ** Submittal Fee $ Permit Fee $ �Li ®© CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 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 FLFCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 ' reinspection fee will be charged. Signature Owne= The foregoin instrument was - cknowledged fore m.'this �1 day of , 20 , by 4 1 t who is personally known to me or who h NO Si Pri My t: ir AR Y oduced identification and who did take an oath. !1 1 ssion =o�+vQn Notary Public State of Florida , Daniel Perez 4ac. My Commission EE123821 'F ,oe� Expires 08/21/2015 Signature �� 1 Contractor The foregoin instrument was ackno ledged bef e e this day of 1'L� , 20' I .i , by U0) 5 �eg who personall NOT Si Print. My Comm to me or who has produced as identification and who did take an oath. *** *** **0000*********** APPROVED BY /fl 7' 1 i Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) 1�n p s.1 Cot 4 N ry Publ' a 1.6 a Daniel Pe My Commission EE123821 9'co° .cos Expires 08/21/2015 4,`sp -- ;* ***_ :* ** * ++kSsspNssksk*+k Zoning Clerk • NOTICE.OF COMMENCEMENT A RECORDED. COPY MUST BE POSTED ON THE JO SITE AT TIME OF FIRST INSPECTION • rt PERMIT NO. I�^` '" o (.SAX FOLIO NO. 1 I ` V, 31013 a3 .3° STATE OF FLORIDA: COUNTY OF MiAMI =DADE: THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following Information is provided In this Notice of Commencement. 1. Legal descripti • n of • ro • rty and r10‘ki 2. Descrip Ion of improvement: eet/add it 1 111111111111111111111 11111 11111 11111 1111 1111 CFN - 2012R0638587 OR Bk 28263 Ps 23991; Ups) RECORDED 09/10/2012 09:47:52 HARVEY RUVIN, CLERK OF COURT NIAi1I -DADE COUNTYQ FLORIDA LAST F'AGE Space above reserved for use of recording office 3. Owner(s) name ang address: dd Interest in property: Name and address of fee simple titleholder: 4. Contractor's name, address and phone number: T4S R.OfwiQ SwSTE IS It C L 14101 M1hl STiZEE,T k tl ' 1 i, 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons.within the State of Florida designated by Owner upon whom notices or other docurnents may be served. as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number S. In addition to himself, Owners designates- the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. .9. Expiration date.of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED.. IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT'IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED *AND POSTED ON THEJOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO.OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK. OR RECORDING YOUR NOTICE OF COMMENCEMENT ' 'Sig a refs of Owner( By Print Name 0 I V (Z Title/Office ° STATE OF FLORIDA COUNTY OF MIAMI -DADE The forsgpipg instruerryvas acknowledged before me this Individually, as _(• rized Officer/Director/Partner/Manager By Print Name /416/ Lt.) Title/Office /5L da of i 'Z ID By D Nr ,: r !Amy Signature of o0 ❑ Personally known, or produced the following type of Ids tiflcation• Notary Public: ID Print Name: .•FL.ORIDA STATUTES. .•• . • - (SEAL) VERIFICATION PURSUANT TO SECTION 92.5 25 Under penalties of perjury, I declare that I have•read the foregoing and • that the facts stated in it are true, to the best of my knowledge and belief: • • Signature( =) of Owner(s) o, Ow =r( ,'s Authorized Officer/Director/Partner/Manager who si By 123.0142 PAGE 3 11107 ; Notary Public State of •norida• . Dan• Perez g Q CoielmmPeission EE123821 . Expires 08 /21/2015 : S: Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) Master Permit No.� • • h Process No Contractor's Name 145 ; S41414 $ Job Address ROOF CATEGORY 44E .0 i ill ❑ Low Slope ❑ Mechanically Fastened Tile le Mortar /Adhes y Se TiId ❑ Asphaltic ❑ Metal Panel /Shingles ❑ Wood Shingl Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof Lf Reroofing ❑ Recovering ❑ Repair ❑ M ROOF SYSTEM INFORMATION Low lope Roof Area (SF) Steep Sloped Roof Area (SF) Total (Sr) 1400 SECTION B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensi • o1°rafevated pressure zones and location of parapets 111111 liNE!!!!!1;e::1 IMF ■erooCLaei ■ou■■■.ri u ■■■■ iHiHhIii!P1111'1 u rm.a ,.. ∎ENNI s -. PAoN►Mws �� SUP I �e�e�i�� ■�� '!1\111,', &11 _ BLAND LT Al ∎l!k ■'i∎ Oliank 4 ' 4 * *b *‘ .T.■1=160111ST"'"""'''" *. E1LN1IINr111\r1 ■1\� =� : =:_'11110/A11■7 I - -1•i� ■ELI *1ir'',4[ 77'- ---'- _1=• / \ 1 r a - ■ ■PRT...11mrffiirmas Il•N UNION ■nk ; ',.:1 ■1��\1\4P/ \■■ nim�'►�SIVIIr"'s� ■1M 1Cir�l ,Pi lam, ", •.�7�����r_�r■t1�_.� Uln ' 1 ii11111111 SECTION 1524 HIGH VELOCITY HURRICANE ZONES - REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofmg contractor to provide the owner with the required roofmg permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building 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 and the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofmg system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofmg, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofmg contractor and/or o l er should notify the occupants of adjacent units of roofmg work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore; roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of ma' • taining this appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofmg system. Ponding conditions may not be evident until the original ro • s g system is removed. Ponding conditions should be corrected. �``�� 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance w i the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. NA 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, des'gned by a Florida- licensed engineer or registered architect to eliminate the attic venting, venting shall not be r4 uired Owner's /Agent's Signature: ,,k,,y ra _ Contractor's Signature: Property Address: Date: / Permit Number: 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 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: qictfti 7 , Property Address: ' ■01 59 Date: Roofing Permit Number: Dear Building Offi ial: � I 1* ,Ick , { t buildin ePl' beat Ise: certify that I am not required to retrofit the roof to wall connections of my he just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 editio r; of the a Building Code (1994 SFBC) *61 \tri. Print flame Signature State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he /she is the owner for the above property mentioned. Swom to and subscribed before me this day of Seel 14 Notary Public, Sate of Florida at Large 040 °94,. Notary Public State of Florida . ' Daniel Perez C. , My Commission EE123821 'Iwo,- Expires 08/21/2015 • 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 Miami -Dade My Home My Home miamieare;, ov Show Me: Property Information Search By: Select Item ■ L] Text only Property Appraiser Tax Estimator Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Folio No.: 11- 2231 - 013 -0330 Property: 350 NE 107 ST Mailing WOLFGANG HERZ Address: 1 Living Units: 350 NE 107 ST MIAMI Ad] Sq Footage: SHORES FL Lot Size: 33161 -7106 Property Information: Primary Zone: 1000 SGL FAMILY - 2101 -2300 SQ CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 2/2 Floors: 1 Living Units: 1 Ad] Sq Footage: 1,733 Lot Size: 14,375 SQ FT Year Built: 1947 31 52 42 PB 6-82 FIRST ADD TO PASADENA L L Legal PARK LOT 8&9BLK12 egarip8on. LOT SIZE 115.000 X 125 OR 19833 -2281 07 2001 1 COC 22065- 1539 02 20041 Assessment Information: Page 1 of 2 ACTIVE TOOL: SELECT ear MECIEM 2011 2011 0142 800 arECI Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000/ $251,792 TIrerTINTR=1 $301,792 i !' Exemption Information: Year 2012 2011 Homestead: $25,000 025,000 2nd Homestead: YES YES < Taxable Value Information: Year: 2012 2011 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000/ $251,792 $50,000/ $251,850 County: $50,000/ $251,792 $251,792 $251,792 050,000/ $251,850 $50,000/ $251,850 City: School Board: $25,000/ $276,792 $25,000/ $276,850 Sale Information: lo.,L n.».• InnnnA Aerial Photography - 2009 0 0. 112 ft My Home 1 Property Information 1 Property Taxes AIv Neighborhood 1 Property Appraiser Home 1 Using Our Site 1 Phone Directory 1 Privacy 1 Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site 2002 Miami -Dade County. All rights reserved. http: / /gisims2 miamidade gov /myhome /propmap.asp Legend Property Boundary Selected Property Street Highway MIamI -Dade County Water 9/10/2012 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. ,Section A (renpral Inforfnatin10. RECEIVED SEP 1 4 2012 Master Permit No. Process No. Contractor's Name Job Address 12 Low Slope ❑ Mechanically Fastened Tile ET Morfar /Adhesi ❑ Metal PaneUShingles ❑ Wood Shingles ❑ Prescriptive BUR - ROOF TYPE Reroofing CVRecovering ROOF SYSTEM NFORMATION Repair ❑ Mai Low Slope Roof Area (SF) teep Slo red Roof Area S 214 Sketch Roof Plan: Illustrate all levels and Include dimensions of sections and levels parapets. clear I .. cuppers, overflow scuppers and overflow drains. nsions of elevated pressure zones and location of Total (0)I Z s, roof drai identify di - 10 0 FLORIDA BUILDING CODE — BUILDING 'Or 9 u)6 w rQ ra - wl r_ • w W�. U J e z < -c o z U 0 U w C�0 U) ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Spcfinn D (Stepp SInpprl Rnnf System) Roof System Manufacturer: D q iA L Notice of Acceptance Number:, Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations A: 1: 31 \ P2: 6g I P3: 1001. Maximum Design Pressure (From the Product Approval Specific System): V1) �`'\6 W,),\I g\eo .p, `taf1 set Rolyl f Slope: : 12 Sfe p Sinned Ronf System Descrintinn Deck Type: 5�8 CDY� .)-{N/490-61 Type Underlayment: Ridge Ventilation? Insulation: Fire Barrier: Mean Roof Height: Fastener Type & Spacing: Adhesive Type: MEM Type Cap Sheet: end Roof Covering: Type & Size Drip Edge: FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section F (Tile Calculatinns) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations 127" j onss Per RAS 12 (P1: , • x 7 .tO D ] = J. / t) - Mg: r' ✓ = Mr1 • ID S Product Approval Mf "3).'3 = M� W ' Product Approval Mf J l• J = Mr3 1� 1"j Product Approval Mf '31.3 (P2: q�p x7 aco =` ETA 7 -Mg: T`11 K (P3:10.1 x7 - WQ= 1) -Mg: Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mr M,. re, uired Moment Resistance* Mean Roof Height -> Roof Slope y 2:12 3:12 4:12 16' 20' 26' 30' 40' 4 36 6 -2 34 -4 30.4 32 2 387 39 -7 42.2 36.0 33.8 37.4 36.1 39.8 37.3 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and 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 equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" (P1: x L (P2: • xL = x w: = _) - W: x cos 6 = Fri Product Approval F' = Fr2 Product Approval F' - x .,,• = 1- W x ens 0 = Product Approval F' • xw: = -W: x cos0 Where to Obtain Information Description Symbol Where to find • Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height 11 Job Site Roof Slope 0 Job Site Aerodynamic Multiplier d Product Approval Restoring Moment due to Gravity MB Product Approval Attachment Resistance Mr Product Approval Required Moment Resistance Mg Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average The Weight W Product Approval The Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. FLORIDA BUILDING CODE — BUILDING MIA h DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.aov /pera 3M Company 3M Center Building 0220- 05 -E-06 St. Paul, MN. 55144 -1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - 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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 3MTM 2- Component Foam Roof Tile Adhesive AB -160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA# 11- 0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves 3MTM 2- Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does 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 tiles system using 2- Component Foam Roof Tile Adhesive AH -160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 Foam Dispenser RTF 1000 ProPack® 30 & 100 Dimensions Test Product Description Specifications TAS 101 Two component polyurethane foam adhesive N/A N/A N/A Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2- Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs. /ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 2 of 7 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. —W 2/ MS F'— NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 3 of 7 INSTALLATION: 1. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160. 2. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofmg Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF 1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 4 of 7 LABELING: All 3MTm 2-Component Foam Roof Tile Adhesive AH-160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. Nall through plastic cement Undarlayment 1 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY PacklY (Beneath Tile) 10 In. Eave Course Nall through plastic cement Eave course only: Keep adhesive approx. 4 IrL up from weepholes Paddy (Beneath Tile) Underlayment Optional tatfs for 1) Place enough adhesive to achieve 17 to 2i1 steep pitch spool:ions square Inches In contact with the pan the 2) Tum coven: upside down. Place adhesive 1!21n. To 1 fn. From outside edge of cover tila Then Metal] the We Underlayment Nall through plastic cement 10 In. 2 In. bre Course Eave Closure Eave course only: Keep adhesive approx. 4 In. up from weepholes Remo top portion of the eave course cover tea Abut to second course of pan Wes Ensure eave end of pan tmd cover tiles are flush at eave line. Eave dos= (mortar shovm) Weepholo FasrJa Sheathing Optional Pohttop Molter an langltudInal edges of the NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 Nail through plastic cement Undedayment 1 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Paddy (Beneath Tile) Eave Cone Eave Closure Nall through plastic cement Undedayment Paddy (Beneath Tile) 7 In: Eave Course Fascia Eave Closure NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement Paddy (between tile) Paddy (under Die) '441n. I x 3 In. Single paddy on under- layment Single paddy under Ole Single paddy on top of tile Eave course 2 in. X7 in. medium size paddy eave Fascia course only Nall through plastic cement Nall through plastic cement Underlayment Single paddy under tile Single paddy between tile 2 in. x 7 In. medium size paddy eave course only re- 3 In. x 3 in. 41n. Single paddy on under- layment Single paddy on top of tile Eave Course Fasda Weephole Eave closure Drip edge Single paddy between the tt- 3 1n.x 3 in. Single paddy on underlayment Single paddy on top of tile Eave Course Eave Closure 21n. x 7 In, medium size paddy eave course only Fascia END OF THIS ACCEPTANCE NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7 IrogROOMIti neriurSYSINft. PIA Masters in modeirralsy ranifing systems 1461 NW 23 Street Miami, Florida 33142 FOLLOW US! www .facebook.com/TSRoofingSystems .twitter. com/TS Roofin g Bill To STEVE STIEGLITZ • 6100 SW 132 STREET PINECREST, FL 33156 305 - 667 -5353 Invoice Date Invoice # 8/20/2012 8624 Ship To STEVE STIEGLITZ 6100 SW 132 STREET PINECREST, FL 33156 305 -667 -5353 Description Qty Rate Amount 25% UPON 1/3 COMPLETION OF TPO INSTALLATION 0.25 25,095.00 6,273.75 Total $6,273.75 Payments /Credits $ -025 Phone# Fax# Web Site Balance Due $6,273.50 305 - 265 -2654 305 - 265 -2685 www.tsroofingsystems.com MIAMI= DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Boral Roofmg LLC. 7575 Irvine Center Drive, Suite 100 Irvine, CA. 92618 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov /Hera SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - 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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code, This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony (Shake, Slate, Split Shake) Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA# 11- 0907.10 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12- 0308.25 Expiration Date: 12/16/12 Approval Date: 06/21/12 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofing Tiles Concrete 1. SCOPE This renews and revises a system using Saxony (Shake, Slate and Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Monier Lifetile LLC 1= 16W Saxony (Shake, Slate and w = 12 -3/8" Split Shake) Tile .6" thick Trim Pieces 1= varies w = varies varying thickness 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales, FL. 2.2 EVIDENCE SUBMITTED: Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. MIAMI -DADE COUNTY APPROVED Test Product Specifications Description TAS 112 Flat, interlocking, high pressure extruded concrete roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. TAS 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Identifier 7161 -03 Appendix III 94 -084 94 -060A 25- 7183 -6 25- 7183 -5 25- 7214 -1 Test Name/Report Date Static Uplift Testing Dec. 1991 PA 102 & PA 102(A), Static Uplift Testing May 1994 PA 101 (Mortar Set) Static Uplift Testing March, 1994 PA 101 (Adhesive Set) Static Uplift Testing Feb. 1995 PA 102 (2 Quilt Drive Screws, Direct Deck) Static Uplift Testing Feb. 1995 PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing March, 1995 PA 102 (1 Quik -Drive Screw, Direct Deck) NOA No.: 12- 0308.25 Expiration Date: 12/16/12 Approval Date: 06/21/12 Page 2 of 8 2.2 EVIDENCE SUBMITTED: Test Agency The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineering Test Identifier 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 520109 -1 520111 -4 520191 -1 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Calculations 129 Test Name/Report Static Uplift Testing PA 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Static Uplift Testing PA 101 Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Two Patty Adhesive Set System Restoring Moment Due to Gravity TAS -112 Date March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Dec. 1998 March 1999 June 2007 February 1996 April 1996 December 1996 March 1995 April 1999 June 2007 Jan. 2007 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. MIAMI-DADE COUNTY APPROVED NOA No.: 12- 0308.25 Expiration Date: 12/16/12 Approval Date: 06/21/12 Page 3 of 8 4. INSTALLATION 4.1 Saxony (Shake, Slate and Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofmg Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Saxony (Shake, Slate and Split Shake) Tile 11.8 1.375 1.02 Table 2: Aerodynamic Multipliers - X (ft3) Tile Profile X (ft3) Batten Application X (ft3) - Direct Deck Application Saxony (Shake, Slate and Split Shake) Tile 0.185 0.200 Table 3: Restoring Moments due to Gravity - Mg (ft -Ibf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Saxony (Shake, Slate and Split Shake) Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.63 7.14 6.56 7.07 6.47 6.97 6.34 6.83 6.18 6.66 6.02 6.48 MIAMI•DADE COUNTY APPROVED NOA No.: 12- 0308.25 Expiration Date: 12/16/12 Approval Date: 06/21/12 Page 4 of 8 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Saxony (Shake, Slate and Split Shake) Tile 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 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 6: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony (Shake, Slate and Split Shake) Tile Adhesive' 31.32 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3MTM 2 -Com • onent Foam Roof Tile Adhesive AH -160. Avera • e wei • ht • er • a 8 • rams. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Single Patty Adhesive Set Systems - Tile Profile Tile Application Minimum Attachment Resistance Saxony (Shake, Slate and Split Shake) Tile 3MTw' 2- Component Foam Roof Tile Adhesive AH -160 118.93 3M' w' 2- Component Foam Roof Tile Adhesive AH -160 40.44 3 Large paddy placement of 45 grams 4 Medium paddy placement of 24 grams NOA No.: 12- 0308.25 Expiration Date: 12/16/12 Approval Date: 06/21/12 Page 5 of 8 Table 8: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Saxony (Shake, Slate and Split Shake) Tile Mortar Sets 43.9 5 Tile -Tite Roof Tile Mortar. 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". BORAL-LI FETI LE BORAL ROOFING LLC, SAXONY TILE (LAKE WALES FL) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MIAMI.DADE COUNTY APPROVED NOA No.: 12- 0308.25 Expiration Date: 12/16/12 Approval Date: 06/21/12 Page 6 of 8 PROFILE DRAWINGS WATERLOCK, SAXONY CONCRETE ROOF TILE (SLATE MODEL) SAXONY CONCRETE ROOF TILE (SPLIT SHAKE MODEL) MIAMI -DADE COUNTY APPROVED NOA No.: 12- 0308.25 Expiration Date: 12/16/12 Approval Date: 06/21/12 Page 7 of 8 SAXONY CONCRETE ROOF TILE (SHAKE MODEL) END OF THIS ACCEPTANCE MIAMI•DADE COUNTY APPROVED NOA No.: 12- 0308.25 Expiration Date: 12/16/12 Approval Date: 06/21/12 Page 8 of 8 M IAMI. DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) GAF -ELK Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786)315 -2590 F (786) 31525 -99 www.miamidade.eov /sera SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - 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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: UnderRoofrh 2 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 07- 0720.01 and consists of pages 1 through 3. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 11- 1027.06 Expiration Date: 09/21/16 Approval Date: 11/17/11 Page 1 of 3 ROOFING COMPONENT APPROVAL Category: Sub - Category: Material: Roofing Underlayment Rubberized Asphalt PRODUCTS DESCRIPTION: Product Dimensions UnderRoofTM 2 39 %" x 66.7' rolls Test Specification TAS 103 ASTM D 1970 MANUFACTURING LOCATION: 1. Fresno, CA EVIDENCE SUBMITTED: Test Agency Intertek Testing Services NA Ltd. PRI Construction Materials Technologies LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. UnderRoofrM 2 shall be installed in strict compliance with applicable Building Code. 3. UnderRoofrM 2 may be used in roof tile and asphalt shingle assemblies. 4. UnderRoofrM 2 shall be applied to a smooth, clean and dry surface with deck free of irregularities. 5. UnderRoof m 2 shall not be applied over an existing roof membrane as a recover system but may be applied to underlayment base sheets as listed in this approval. 6. UnderRoofrM 2 shall not be left exposed as a temporary roof for longer than 180 days after application. 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. UnderRoofrM 2 may be used with any approved roof covering Notice of Acceptance listing UnderRoofrM 2 as a component part of an assembly in the Notice of Acceptance. If UnderRoofrM 2 is not listed; a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 9. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. duct DescriptiPro on Self- adhering reinforced membrane of rubberized asphalt with a polyester surfacing for use as an underlayment in sloped tile and asphalt shingle roof assemblies. Roof slopes of 2/12- 12/12 are acceptable as indicated by local codes and manufacturer's installation instructions. Test Identifier 3077464 -01 3077464 -02 3090131 RGM- 023 -02 -01 Test Name/Report. ASTM D 1970 TAS 103 ASTM D 1970 /TAS 103 ASTM D 4798/TAS. 103 Date 08/23/06 08/23/06 08/23/06 05/16/07 MIAMI-DADE COUNTY APPROVED NOA No.: 11- 1027.06 Expiration Date: 09/21/16 Approval Date: 11/17/11 Page 2 of 3 APPROVED ASSEMBLIES: Deck Type 1: Deck Description: System E(1): Base Sheet: Wood, Non - insulated 19/32" or greater plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered. One or more plies of ASTM D 226 Type II or ASTM D 2626 compliant underlayments with a minimum 4" side 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: • Begin at lowest point on roof deck. Peel back the release film and align the membrane on the lower edge of roof; pull the release film to peel back and apply membrane. • Roll lower edges and seams with a hand roller. Use flat broom, squeegee or weighted roller to help lay flat and ensure full adhesion of UnderRoofrM 2 to the anchor sheet. • Where back nailing is required for steep slope applications, back nail and cover nails by overlapping with the next sheet. Use acceptable fasteners such as approved nails and tin caps. Plastic caps are not acceptable. Contact GAF -ELK technical services for other approved fasteners. • Valley and Ridge applications: Begin at lowest point on valley or ridge, peel back the release film, center the sheet over the valley or ridge and press firmly into place. • End Laps must be a minimum 6" and Side Laps must be a minimum 4" in and properly aligned . with the existing selvedge edge. • Install when temperatures are 45 degrees and rising, over clean, dry and smooth substrate. • Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current product control Notice of Acceptance and applicable building code. • Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to the lap areas. • UnderRoofrM 2 shall not be exposed for longer than 180 days after application. GAF Materials Corporation reserves the right to revise or alter the exposure time, not to exceed the preceding maximum exposure time. • Wherever the adhesive back comes in contact with polyester surfacing such as end laps, penetrations and flashing material must be set in a 1/8 inch toweling of LeakBusterTM Matrix® 201 Premium SBS Flashing Cement made in accordance with ASTM D4586 - Type 1 or equal flashing cement. • UnderRoofTM 2 is acceptable in foam applied and mechanically attached tile systems • Consult manufacturer's installation instructions for complete installation requirements. Surfacing: Roof Tile and Asphalt Shingle Assemblies. LABELING: All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. MIAM .DADE COUNTY APPROVED END OF THIS ACCEPTANCE NOA No.: 11- 1027.06 Expiration Date: 09/21/16 Approval Date: 11/17/11 Page 3 of 3 lass o Sli`S3EM iWastars in modramdqy rattling systems 1461 NW 23 Street Miami, Florida 33142 FOLLOW US! vvwvv.facebook.com/TSRoofingSystems www.twitter.com/TSRoofing Bill To MICHAEL MENDEZ 9605 SW 144 STREET MIAMI, FL 33176 305 -282 -1526 Invoice Date Invoice # 8/23/2012 8636 Ship To MICHAEL MENDEZ 9605 SW 144 STREET MIAMI, FL 33176 305- 282 -1526 Description Qty Rate Amount 25% UPON SIGNING CONTRACT 0.25 6,545.00 1,63625 Total $1,636.25 Payments /Credits $0.00 Phone# Fax# Web Site Balance Due $1,636.25 305 - 265 -2654 305 - 265 -2685 www.tsroofingsystems.com