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RF-11-2119
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 166698 Permit Number: RF -11 -11 -2119 Scheduled Inspection Date: December 28, 2011 Inspector: Bruhn, Norman Owner: TENNEY, WILLIAM Job Address: 1183 NE 99 Street Miami Shores, FL 33138- Project: <NONE> Contractor: INNOVATE ROOFING CONCEPTS INC Permit Type: Roof Inspection Type: Work Classification: Tile fr Phone Number Parcel Number 1132050180090 Phone: (954)369 -8691 Building Department Comments REMOVE AND REPLACE EXISTING TILE ROOF Inspector Comments Passed frptO fAr-lr Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. December 28, 2011 For Inspections please call: (305)762 -4949 Page 11 of 28 s AIR C A P. L A Bo INC. ��Iili poi �° December 22, 2011 Innovative Roofing Concepts, Inc 740 S Deerfield Ave, #6 Deerfield Beach, FL 33441 RE: TILE UPLIFT TEST PROJECT INFORMATION PROVIDED BY THE CLIENT: 1183 NE 99 St Miami Shores, Florida Property ID: 11- 3205- 018 -0090 Permit#: Not Provided Date inspected: December 21, 2011 Date completed by: December 15, 2011 Roofing Contractor: Innovative Roofing Concepts, Inc Carlab, Inc Project # 11 -7267 Testing lab Certificate #: 09- 0127.04 Dear Sirs, In accordance with your request and authorization, a representative of Carlab, Inc completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofmg 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 3900 square feet, and the mean height of the roof is less than 30 feet above ground surface. The type of tile used for this project was reported to be Concrete / Clay Roof Tile. This tile was reported to have been foamed in place. At the time of this testing, one test for every comer, one test for every 100 square feet of roof file in the perimeter area and one test for every 200 square feet of roof tile in the field area were tested. Initially the entire area of the roof was examined for loose tile. More than 10% of the roof tile located in the field area and more than 20% of the roof tile at the roof perimeter and comer were physically examined. The results for this report are valid at the time of testing only. Walking on roof or any other type of physical disturbance may alter these results. Based on our test results, we conclude that the installation of the roof file at the above referenced project meets the test requirement outlined in the above mentioned protocol. Attached please find a copy of our test report for your review. Should you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfilli, submitted, t/Sergio Labiste, PE 61733 a;-4 8730 SW 25 STREET • MIAMI • FL • 33165 • PHONE: 305.283.3512 •FAX: 305.226.0438 Test Test load (lbf) Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass TILE UPLIFT TEST FOR Residential Home 1183 NE 99 St Moami Shores, FL Project#: 11 -7267 Test Test load (lbf) Test Status 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 35 Pass 70 35 Pass 71 35 Pass 72 35 Pass Test Test load (lbf) Test Status 73 35 Pass 74 35 Pass 75 35 Pass 76 35 Pass 77 35 Pass 78 35 Pass 79 35 Pass 80 35 Pass 81 35 Pass 82 35 Pass 83 35 Pass 84 35 Pass 85 35 Pass 86 35 Pass 87 35 Pass 88 35 Pass 89 35 Pass 90 35 Pass 91 35 Pass 92 35 Pass 93 35 Pass 94 ' .. 35 Pass 95 35 Pass 96 35 Pass 97 35 Pass 98 35 Pass 99 35 Pass 100 35 Pass 101 35 Pass 102 35 Pass 103 35 Pass 104 35 Pass 105 35 Pass 106 35 Pass 107 35 Pass 108 35 Pass 8730 SW 25 STREET • MIAMI • FL • 33165 • PHONE: 305.283.3512 •FAX: 305.226.0438 Test Test load (lbf) Test Status 109 35 Pass 110 35 Pass 111 35 Pass 112 35 Pass 113 35 Pass 114 35 Pass 115 35 Pass 116 35 Pass 117 35 Pass 118 35 Pass 119 35 Pass 120 35 Pass 121 35 Pass 122 35 Pass 123 35 Pass 124 35 Pass 125 35 Pass 126 35 Pass 127 35 Pass 128 35 Pass 129 35 Pass 130 35 Pass 131 35 Pass 132 35 Pass 133 35 Pass 134 35 Pass 135 35 Pass 136 35 Pass 137 35 Pass 138 35 Pass 139 35 Pass 140 35 Pass 141 35 Pass 142 35 Pass 143 35 Pass 144 35 Pass 145 35 Pass 146 35 Pass 147 35 Pass 148 35 Pass 149 35 Pass 150 35 Pass 151 35 Pass 152 35 Pass 153 35 Pass Test Test load (lbf) Test Status 154 35 Pass 155 35 Pass 156 35 Pass 157 35 Pass 158 35 Pass 159 35 Pass 160 35 Pass 161 35 Pass 162 35 Pass 163 35 Pass 164 35 Pass 165 35 Pass 166 35 Pass 167 35 Pass 168 35 Pass 169 35 Pass 170 35 Pass 171 35 Pass 172 35 Pass 173 35 Pass 174 35 Pass 175 35 Pass 176 35 Pass 177 35 Pass 178 35 Pass 179 35 Pass 180 35 Pass 181 35 Pass 182 35 Pass 183 35 Pass 184 35 Pass Test Test load (lbf) Test Status 8730 SW 25 STREET • MIAMI • FL • 33165 • PHONE: 305.283.3512 •FAX: 305.226.0438 N r Z F 80 LEGEND + FIELD TEST — PERIMETER TEST O CORNER TEST C A R L A B, I N C. ENGINEER AND PLANNERS CERTRHCATE OF AUTHORIZATION 6419 973D S.W. $ SF MEAN. FL 33165 TEL 705 mama FAIR X8 336066 co APPROX. ROOF TEST LOCATIONS AND DIMENSIONS OIL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 168299 Permit Number: RF -11 -11 -2119 Scheduled Inspection Date: January 03, 2012 Inspector: Bruhn, Norman Owner: TENNEY, WILLIAM Job Address: 1183 NE 99 Street Miami Shores, FL 33138- Project: <NONE> Contractor: INNOVATE ROOFING CONCEPTS INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1132050180090 Phone: (954)369 -8691 Building Department Comments REMOVE AND REPLACE EXISTING TILE ROOF Passe 1/74,E1 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- 166698. Provide renail affidavit. c-- December 30, 2011 For Inspections please call: (305)762 -4949 Page 15 of 19 ij_ il- RE: Permit # ?Ai? Miami Shores Viiiage Building Department INSPECTION AFFIDAVIT (Print name and drde License Type) License #: CC C 13 /qcQ S IS 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: J- .2 - i CN 4\ licensed as a (n) Contractor / Engineer / Architect, FS 468 Building Inspector On or about I -2- fCD - '4c I 1 , I did personally inspect the roof deck nailina and (Date & tfine) Secondary water barrier work at t t 3 µE 9.9 cr (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) State of on a County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Swom to and subscribed before me this A a day of -2 , 1 Notary Public, Sate of Florida at Large t1-4- - VIOZ/OZ/L SalId3 691Z1O33 #Wwoo vaMOld =10 MINIS wend AId1ON MVO 'W NaalMlVf)I `General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an Inspection. Include photographs of each plane of the roof with permit # and address # dearly shown marked on the deck for each inspection Revised on 5/21/2009 CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self- performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: iNt'�. MP-S • ) £N Q4 �( PERMIT # 1l63 t4E._ Re144N ALL M%A ‘ 5HogES 1 ADDRESS: FOLIO NUMBER: I - 3 Jo — Ot. & . c►i =goFLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FLCCCL: COST OF PAST IMPROVEMENTS (I2 MONTHS): 3 ..7? 500 , 00 COST OF PROPOSED IMPROVEMENTS: sit ad Soo, Oa (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): as 5o0 P VALUE OF PRINCIPAL STRUCTURE (attach appraisal): 1 1 c°9 —744 5 ° OWNERS SIGNATURE: PLANREVIEWER: PLAN REVIEWER SIGNATURE: Crewed on June 2009 gd 0668$Z9-1796 DATE: eAOUesnO uASIepJ eEZ:01 11 9. AoN 11/17/11 • My Home rr ia171idade.goy, Show Me: ProperlyInfonnafkri Search By: Selecttern Text only Property Appraiser Tax Estimator RranALy Appraiser Tax Corrmarison Portability S.O.H. Calculator Miami -Dade My Home ACTIVE` IOOL: T.' cit n ONE Summary Details: Folio No.: 1 -0 0 Property: 1183 NE 99 ST Mailing NORA M TENNEY &H WILLIAM Address D 1183 NE 99 ST MIAMI SHORES FL 33138 -2640 PriV.V Information: 1100 SINGLE FAMILY RESIDENCE Primary Zone: CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds±Baths Floors: Living Unita Adj Sq Footage: 2/2 erial Photography - 2009 0 ® 112 ft 2,227 of Size: 1,364.50 SQ FT Year Built: 953 Legal Description: REV PL MIAMI SHORES SEC 8 PB 43-69 LOT 20 BLK 178 LOT SIZE IRREGULAR OR 15352- 524 25 0192 4 OR 00000- 0000 0192 01 Assessment Information: My Home !Property information! Property T xes 1 My Neighborhood Property Aeeraiser Home 1 Usina Our Site 1 Phone Directory 1 Privacv i Disclaimer iyou experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaater. Taxable Value Information: Year: Taxing ng Authority. 2011 Applied Exemption/ Taxable Value: 2010 Applied Exemption/ Taxable Value: Regional: $ 50,000/$110,045150,000 /$107,680 County: 650 ,000/$110,045 $50,000 /6107,680 d`ity $8n nnft/f11n n4ruR5n nun /S167 RRn Web Site ©2002 Miami -Dade County. All rights reserved. Legend Property Boundary Selected ▪ Property Street • Highway Miami -Dade County Water gisims2. mlamidade .gov /myhome /propmap.asp 112 NOTICE OF COMMENCEMENT A RECORDED: COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOUO NO. «- 39ca5' (AS - eoot0 STATE OF FLORIDA:. COUNTY OF MIAMI -DADS THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1111111 BM 1111111111111E11�m CFH.201.RO7725 OR.Bk 2789.6 Ps 10271 (113,$) RECORDS 11/16/2011 13:355 HARVEY RUVIN+ CLERK OF COUR 11-TANI -DADE COUNTY, FLORIDA LAST PAGE Space above reserved for use of recording 'o 1. Legal description of property and street/address: Qe" Pi- act S ib¢ES / tl$3 W cei sr +v.� A s Hat"zs'.> . 331•311 ` p 2. Description of improvement: iwc> .Q 'Pep ekta4 "T":%€ vc 3.Owner(s) name and address: "V thaw++ T2/tn.1 = %%I'I NE 9.41 ST Pu:�M\ St+ a�, 33138 interest in property: c• Md Name and address of fee simple titleholder 4. Contractor's name, address anlphone number. . a 4,,4 e.A7 scalp 4-5 (tO S. }eer Q 4 4 r re bat,. .F1 3-344,1 , qs‘t_ Kact- 5 . 5. Surety: (Payment bond required by owner from contractor, H any) Name, address and phone number. Amount of bond $ 8. Lender's name and •address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided. by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 1%-b) l� 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's:Notice as provided in Section 713.13(1)(b) Florida Statutes. l� Name, address and phone number. 9. Expiration date of this Notice of Commencement By W1l..l.lAWN .TirNNCm (the expiration date. Is 1 year front the date of reeding unless a different date Is specfled) 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 I, 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. THE JOB 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. Sg�{g,nature(s) of • , ergs) or Owners' or aed- �/Dlrector/Partner/Manager e rrpared By • 1- ' . ,yj Prepared By pint Name W t l..&. /At'-( '0. F�►I�tfey P nt Name Title/Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was al nowiedged before me this I if day of N a0 11 0 Individually; or 0: as for 01» it .a-f CPrsonaiiy known, or 0 produced the following type of identfficatl„ Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 525. ORIDA STATUTES. Under penalties of perjury, l declare that 1 have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief.. Signature(s)'of Owner(s) or e . f. s)'s Authorized Officer/Director/Partner/Manager who signed above: 0. • By 23m.52 PAGES sno Po v\....��n Arty. ems,. MARION ,. spas - "'°""800147 i • '644 INded714;azi„,,4111"ber191 2014 - key sates' gHE ga1 vRMt�h�etue. 0pyofUe OW(' a V ip wi....��•• ay o 1 e . n...,,.. ctimdmit find County Coats a.., Q a.. -4-17-447 D.C. I-1[t-( BUILDING Miami Shores Village 15-E;C;41.-1,170-11) N 1 5 2011 L' 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 PERMIT APPLICATION FBC 20 — ciA k I _ Permit NSP vain Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): W as n Teo 4 Phone#: Address: 1 l QJ 3 N E 49 sr City: M iid+n% sloe S State: F L Zip: 33 13 8 Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 1 t 2 3 s`' E 99 V1- City: Miami Shores County: Miami Dade Zip: 31 0 3 8 Folio/Parcel #: i 1 °', 20 S 01 8 - oog,O Is the Building Historically Designated; Yes NO 5 Flood Zone: CONTRACTOR: Company Name: 19‘0° ••'F' roa Phone#: R Ste' 3 ce4 - 862q Address: —74° S• G(ee f te( CIS !kw 4 4 City: DeeJgeto° Seoch State: C'losiol�a Qualifier Name: "Zohn .1..c_ ►le �% Zip: 33 `t' t Phone#: 9 5,4- `'t,`l - 884 5 State Certification or Registration #: CCC 134411055S> Contact Phone#: 9 5 K 439 - DESIGNER: Architect/Engineer: NI A Certificate o Competency #: 'E5 F3.4 S Email Address: Avotol *10 Tr, 4 ac.. C0 vo.t. Phone#: tot 1 A Value of Work for this Permit: $ �, S ®0 ° O' Type of Work: ❑Addition ❑Alteration Description of Work: IPev® Lxe 12ec10.ee Square/Linear Footage of Work: New Takepair/Replase e>el a°}i 43 (c'c rt: 34200 ❑Demolition ) *+ x**+ x******+ x******************* *******Fees******************************************** Submittal Fee $ Permit Fee $ , �&J Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ CCF $ CO /CC $ DBPR $ Bond $ Bonding Company's Name (if applicable) N/ ` 'A'' Bonding Company's Address N k A- City Nt ( r State N' i A Zip kA ( A- Mortgage Lender's Name (if applicable) * l A< Mortgage Lender's Address City NI t 1 State N A Zip N I A 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 F.LFCTRICAL 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 a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this / day of 1■11Ly) ,20 It,by 1J IL I poiN TE4tifJ , who is, rsiy ome or who has produced s identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY °tp ip MARILYN PM4 * ar Pu * MY COMMISSION # EE016581 ' nn° EXPIA "9,2014 Sento tractor The foregoing instrument was acknowledged before me this 14' day of t' 11 �" , 20 jj. , by �1 who is perslykno5to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: a eld /A —# Plans Examiner Structural Review (Revised 07 /10/07)(Revised 06 /10/2009)(Revised 3/15/09) Sign: Print: G?. ead_o_i_mrst My Commission Expires: Rt • RY- �`tt, MARR YIV ANN CASANOVA * < t "s•. * MY COMMISSION # EE 016581 EXPIRES: September 19, 2014 oFFt.Oi Bled Dull Budget NOW &Mese Zoning Clerk SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. r-- 1. P/()I) Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction 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. W , Renalling wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. V' /1 Common roofs: Common roofs are those which have no visible delineation between neighboring units (Le., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing to be performed. 4. WI) ) 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. 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. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. IN 6. I 1 I Overflow scuppers (wall outlets): It is required that rainwater 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 • + the requirements of Sections R4402, R4403 and R4413. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can r:,,ult in extending the service life of the aroof. �} , - z; Owner /Agents Signature Date Contracto 'Signal Date Revised on 7/9/2009 LD IV1 lami Shores Viiiage 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: 1ti1, Ali Tie�t,.e� Property Address: 1' o1 N fi`' Arta Date: 11 ( `h%) 20" wA%J SHo taf-) Roofing Permit Number. Dear Building Official: I VJ :1t.toLs Te "o`' certify that 1 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 valorem taxation. ❑ 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) State of Florida County of Dade Print Name The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property m Sworn to and subscribed before me this 1 11- day of 1J c1) , e (1 Notary Public, Sate of Florida at Large • 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 11114/i3 ' My Home trlis rflicldde. ov Show Me: RoperlyInformaton Search By Selectker l ® DA D& Arooerty Appraiser Tax Estimator Property Appraiser Tax Comparison Portab8ty S.O.H. Ca cuIator Summary Details: 1 -.2' .1:.!9r 183 NE 99 ST Miami -Dade My Home TO 01: r1 LLC'T: NORA M TENNEY &H WILLIAM 0 1183 NE 99 ST MIAMI SHORES FL 33138-2640 Pro v0 ��rtr Information: Primary Zone: 1100 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths 2/2 Floors 1 Living Units 1 Adj Sq Footage: 2,227 Lot Size: 11,364.50 SQ FT Year Built: 1953 REV PL MIAMI SHORES SEC 8 PS 43-69 LOT 20 Legal Description: BLK 178 LOT SIZE IRREGULAR OR 15352- 52425 0192 4 OR 00000- 0000 0192 01 Assessment Information: Year: Taxable Value Information: 2011 2010 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional x$50,000 /$110,045.$50,000 /$107,680 County: rl $50 ,000/$110,045 - $50,000/$107,680 tv fnMnn/I11n.n4 5n.nnn/S1n7.RRn dal Photography -2009 0 imm.■112ft My Hama 1 Proeerty Information I Property Taxes 1 MN elahboncgod 1 Property Appraiser 1120161 Ualna Our Site 1 Phone Directory 1 Prlvacv I j:Nsclaimer you experience technical difficulties with the Property Information application, or wlah to send us your comments, questions or suggestion please email us at Welmraeter. Web Site 02002 Miami -Dade County. M rights reserved. Legend Property Botmdary Property Selected ipiP Street /^% Highway Miami-Dade County • Water gleima2. miamidade.gov/myhomelpropmap.asp 1/2 foob 11/9/11 shoal �oard: 25,00W$135,0 25,0004132,68 Sale Information: le Date: /1992 ale Amount: 0 ale 0/R: 11111 1111 Ies uallfication ; scri . Von: :ieswhlch are disqua110ed = s a result of examination o = deed Additional Information: Cllckhere to see mom Information forthlq pn oartr. Community Development District Community Redevelopment Area Empowerment Zone Enterprise Zone Zoning Land Use Urban Development Boundary Zoning Non-Ad Valorem Assessments n Enviromental Considerations gislms2. miamidade .gov/myhome/propmap.asp Miami -Dade My Home 2/2 IV1 iami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. / COPY OF QUALIFIER'S STATE LIC CARD B. COPY OF LOCAL BUSINESS TAX RECEIPT z C. COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. / COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTIONI IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: I n JVa ve icee+ 5 BUSINESS ADDRESS: 1K° S. deQ1- e(dd A‘4 4/ (4 CITY Deee-hefd Fick F1 STATE �f ZIP CODE 33°1`1" BUSINESS PHONE: ( lsi ) M act - O't 5 CELL PHONE 061 ) 342`1"" 812a I FAX NUMBER (R54 ) 4 q 3C2 QUALIFIER'S NAME: 4"1-e QUALIFIER'S LIC NUMBER: CCC (3a94' 5 a E -MAIL ADDRESS (IF APPLICABLE): krilA9A1 e l RCsO'`L- (t'-Pla` C t e° Created on 3119109 BY MLDV 1 RV 3126109 MLDV 9549435417 FRANK H. FURMAN INC. 16:24:05 11 -09 -2011 1 /1 a'c`,"°..R©ei CERTIFICATE OF LIABILITY INSURANCE 1ii9i2o11 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDIitONAL INSURED, the pofay(Ies) must be endorsed. If SUBROGATION IS WANED, subject to the terms and conditions of the policy, certaht po1ctes may require an endorsement. A statement an this certificate does not confer rights to the certificate holder in Iteu of such endamement(s). PRODUCER Frank H. Furman, Xnc. 1314 Zest Atlantic Blvd. P. O. fax 1927 Pompano Beach PL 33061 T CT Janet Calandrea �,�, (954)943 -5050 II taea)sas -sari -nrnl _ ..3anetefureani suranae.aom ii ER /D af00008921 INITUREIREM AFFORINGCOVERAGE NAICS INSURED Innovative Roofing Concepts, Inc. 740 9 Deerfield Avenue Suite (16 Deerfield BeaUah PL 33441 soma Peutera World Insurance Company 13196 INSURER 5; INSURER C: 1/25/2011 INSURER Ds EACH OCCURRENCE INSURER E: Z INSURER P: $ 100, 000 COVERAGES CERTIFICATE NUMBER:2011 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE INDICATED. NOTYNTHSTANDING ANY REQUIREMENT. CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LISTED BELOW HAVE BEEN ISSUED TO TERM OR COND1110N OF ANY CONTRACT THE INSURANCE AFFORDED BY THE POLICES LIMITS SHOWN MAY HAVE BEEN REDUCED BY THE INSURED NAMED MOVE FOR THE POLICY PERIOD OR OTHER DOCUMENT M1H RESPECT TO WHICH THIS DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, PAID CLAIMS. St TYPE OP INSURANCE NM inn POLICY NUMUER ANA R LIMITS A GENERALUABIUTY COMMERCIAL GENERAL LIABILITY POP072D469 • 1/25/2011 L/25/2012 EACH OCCURRENCE s 1, 000, 000 Z DES° REMO Ma i $ 100, 000 1 CLAIMS-MADE ® OCCUR pap E7C+ owe= mug $ 5,000 PERSONAL a ADV INJURY $ 1, 000,000 GENERAL AGGREGATE S 2,000,000 GENL AGGREGATE LIMIT APPLES PER: POLICY rim fl LOC PRODUCTS s 2.000, 000 ]G 8 AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS OCHE/MUM AUTOS HIRED AUTOS NON-OWNED AUTOS - COMBINED SINGLE LIMIT (Ea dl — BODILY INJURY (Perpera) $ — BODILY INJURY (Ps' astderd) 8 --- PROPERTY DAMAGE IPE) 8 — — 8 — $ UMW I.A UAB H OCCUR EXCESS UM p ApMS •MppE EACH OCCURRENCE AGGREGATE $ DEDUCTIBLE $ WORKERS COMPENSATION =EMPLOYERS' LIABILITY BXCLUDEM DER ORIPARTNERMECUTIVE LI IMandsta:y In NH) If En, DESCRIPTION OF OPERATIONS balm N IA AVOW rot' E.L EACH ACCIDENT $ E.L DISEASE -EA EMPLOYEE 5 E.L DISEASE -POLICY LIMIT 8 DESCRIPTION OP OPERATIONS ! LOCATIONS I VEWI.E8 IABseh *CORD 101, AddNenal Remits Bohedide, B mare spats 11 rsgnhed) State of Florida Roofing Contractor CERTIFICATE HOLDER CANCELLATION (954) 429 -8936 City of Miami Shores Building Department 10050 NE 3ud Ave. Miami Shores, PL 33138 -2304 SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHOMZI D REPRESENTATIVE Frank Surma, 17r /JC F-114.. .•< ACORD 26 (2009109) INS025 () LB 1989.2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD # 11/10/2011 15:20 Lion Insurance LION INSURANCE COMPANY- ■Innovative Rooting Concepts 1/1 CERTIFICATE OF LIABILITY INSURANCE I aste 1 11/ 2011 Producer: Lion Insurance Company 2739 U.S. Highway 19 N. Holiday, FL 34691 (727) 938 -5562 This Certificate Is Issued as a matter of information only and confers no rights upon the Certificate Hoiden This Certificate does not amend, extend or alter the coverage afforded by the policies below. Insurers Affording Coverage pAIC # Insured: South East Personnel Leasing, Inc. & Subsidiaries 2739 U.S. Highway 19 N. Holiday, FL 34691 Insurer A: lion Insurance Company 11075 Insurer B: Insurer C: Insurer 0: Insurer E: Coverages lhe policies a Insurance listed below have been issued to the insured named above for-the poky penodindicated. Notrethstanthng emy equfremerr� tens or condition of any contactor other document with respect tow1uth this cerdticate may be issued or may pertain, the Insurance afforded bythe policies described herein is subject to all the terms, exclusions, and conditions of such policies. Aggregate snits shawl may have been reduced by paid claims. INSR LTR ADDL INSRD Type of insurance Policy Number , Policy Effective Date (MM/DDM() Policy Expiration Date (MM/DD/YY) Units GENERAL General J LIABILITY Commercial General Liability Claims Made Occur Each Occurrence $ Damage to )rer¢ad premises (EA Med Eop $ Personal Ad,r Injury $ aggregate limit applies per Policy ❑ Project ❑ LOC General Aggregate $ Products - Comp!Op Agg $ AUTOMOBILE LIABILITY Any Auto AO Owned Autos Sdredied Autos Hired Autos NonJa vied Autos Combined Single Limit Accident) $ •(EA •Bodibiniury (Per Person) $ Bodily Injury (Per Acdderd) 1 Property Damage (Per Accident) $ EXCESS/UMBRELLA LIABILITY ROccur ❑ Claims Made Deductible Each Occurrence Aggregate A Workers Compensation and Employers' Liability Any proprietorlpaMadexecutive officer/member excluded? If Yes, describe under special provisions below. WC 71949 01/0112011 01/012012 X' WC L 1 ' ER EL. Each Accident $1.000.000 E.L. Disease- Ea Employee 11,000,000 E.L. Disease - Policy Lints 11.000.000 Other Lion Insurance Company is A.M. Best Company rated A- (Excellent). AMB # 12616 Descriptions of Operations /Locations/Vehicles/Exclusions added by Endorsement/Special Provisions: cwt ID: p -nj , Coverage only applies to active employee(s) of South East Employee Leasing Services, Inc. that are leased to the following "Client Company": Innovative Roofing Concepts Inc. Coverage only applies to Injuries incurred by South East Personnel Leasing, Inc. & Subsidiaries active employee(s) , while working in Ronda. Coverage does not apply to statutory employees) or Independent contractor(s) of the Client Company or any other entity. A list of the active employee(s) leased to the Client Company can be obtained by faxing a request to (727) 937 -2138 or by calling (727) 938-5562. Project Name: ISSUE 11 -10.11 (SD) Begin Date: 2/3/2011 C6T IR ATE HOLDER CANCELLATION CITY OF MIAMI SHORES BUILDING DEPARTMENT 10060 NE 2ND AVE MIAMI SHORES, FL 93138 Should any of the above described poides be cancelled before the expirelon date thereof, the issuing insurer will but endeavor bgatlon or tabidtyoffany »Allen notice to the certificate land upon the insurer, ifs agents oor rrepresenmaees. left, failure to � so shall impose no .1 'o" 'c .4.4.4. -- • OWNER CONTROL NO. BUSINESS NAME LOCATION CLASSIFICATION KUCHLER, JOHN 192370 INNOVATIVE ROOFING CONCEPTS IN 740 S DEERFIELD AVE ROOFING CONTRACTOR CITY OF DEER BUSINESS TAX RECEIPT 2011 -2012 INNOVATIVE ROOFING CONCEPTS IN 740 S DEERFIELD AVE DEERFIELD BEACH FL 33441 NEW 12- 00027368 RENEWAL X 11/10/11 58.80 8.82 .00 DATE ISSUED BUSINESS TAX DELINQUENT CHG. TRANSFER FEE TOTAL AMOUNT PAID 67.62 RECEIPT ISSUED FOR THE PERIOD OCTOBER 1 2011 SEPTEMBER 30 2012 TAX RECEIPT MUST BE CONSPICUOUSLY DISPLAYED TO PUBLIC VIEW AT BUSINESS LOCATION TRANSFER FEE 5.88 Notice: This Tax Receipt becomes NULL and VOID 4f ownership, business name, or address is changed. Business owner must apply t Business Tax Office for Transfer CITY OF DEERFIELD BEACH BUSINESS TAX RECEIPT DATE ISSUED 11/10/11 RECEIPT ISSUED FOR THE PERIOD OCTOBER 1 2011 SEPTEMBER 30 2012 • This Business Tax Receipt represents proof of payment of your Business Tax Fee for the period October 1 to September 30. Please exercise diligence in maintaining this receipt. • Once you have obtained a Deerfield Beach Business Tax Receipt, you will be sent a renewal notice each year 30 to 60 days before expiration to the address indicated on the face of the receipt. Please check all receipt information and if there is an error report it to us immediately. The City may impose fines and penalties for failure to renew this receipt. • Your current receipt shall be posted so that it is able to be viewed by anyone upon entering your place of business. • If you change your business name, ownership or location, you must apply for a new Tax Receipt. • If you have more than one location, you must obtain a receipt for each location. • Each business that you operate requires a separate receipt. Please check with us if you have any questions regarding the classification of your business by visiting City Hall at 150 N.E. 2 Avenue, or call the Business Tax Receipt office at (954)480 -4333. This receipt does not represent an endorsement or certification of the business listed herein by the City of Deerfield Beach 1,4ap13100:420 BATCH NUMBER BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 -1895 — 954 - 831 -4000 VALID OCTOBER 1, 2011 THROUGH SEPTEMBER 30, 2012 DBA: Business Name: INNOVATIVE ROOFING CONCEPTS INC Owner Name: JOHN KUCHLER Business Location: 740 S DEERFIELD AVE #6 DEERFIELD BEACH Business Phone: 954-429-8845 Rooms Seats Employees 5 Receipt #:185- 238936 Business Type:ROOFING /SHEET METAL CONT OF (CERT ROOFING CONTRACTOR) Business Opened:02 /03/2011 State /CountylCertlReg:CCC13 2 96 5 8 Exemption Code:NONEXEMPT Machines Professionals Number of Machines: For Vending Business Only • Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non - regulatory in nature. You must meet all County and /or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: INNOVATIVE ROOFING CONCEPTS INC 740 S DEERFIELD AVE #6 DEERFIELD BEACH, FL 33441 2011 - 2012 Receipt #05A -10- 00011995 Paid 09/26/2011 27.00 z4vF.. , mr ImARSWOMe 1 1 Rork's Building Code Edition 2007 Iftgh Velocity Hurricane Zane Uniform Pennft App licatient Fenn INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPUCATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Low Storm Application Prescriptive BUR-RAS UN Asphaltic Shingles Required Sections of the Mundt Application Form A,B,C Attachments Required See List Below 'MAMA? „---lonurehr OT CaOY, Natal Roofs Wood Shingles and Shakos Other A2B,C MX) 4A6,7 1.2.4.46.7 A.13,1).E 1.2.3.4.5,0,7 Aso 1,2,3,4,5,5,7 1.224.5.6.7 As Applicabhr 1. 2.. 3. ATTACHMENTS REQUIRED: Fire Directory Listing Page From Notice (*Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings Design Calculations per Chapter ill, or if Applicable, RAS 127 or RAS 125 4, Other Component Notice of Acceptances 5. Municipal Pent* Application Owners Notification for Roofing Considerations (ReuRoofing Only) 7. Any Required Roof Testing/Calculation Documentation ERMIT #: Miami Shores Villa e APPROVED •••••';-;,•-.■:••., 41, - DATE ZONING DEPT BLDG DEPT SUBJECT 10 CC NAP' 1 1 Florida Building Code Edition 2007 High y Hurricane Zone Uniform Permit Application Form litglignAlamtallafitanstiol rEIC.1 NOV Master Porn* No. Process No.. Y: __ -- Contractor's Nano In N..40 1 .t , n' Job Afton II 9q ST eV1A .,v,1 S E� D Low Slops D Aaphdlmc Shingles ROOF CATEGORY O felsolundoally Fast>med Tile . MartadAdhedve SetTile D Metal PendfBhingles 0 Wood ShfrsOealShdw Are there 0 Proscriptive SUMAS 150 Gas Vent Stacks? Yes❑ NoU ROOF TYPE Type: Natural O L PGX❑ ® New Roof Ro-Roonng 0 Recovering 0 Repair 0 Sktheennuto ROOF SYSTEM INFORWATON LOW Slops Roof Asa (SF) Stssp Slopsd Roof Area (SF) Totd (SF) N A 3:uou Iv lingiumisigimad Sketch Roof Plan illustrate ail Weis and sections, roof drdns, scuppers, over scuppers old stow dr+edass. ids dhnensiorm of sections and heads, oily identify dimensions of olovated pressure songs and won of 1# M# comer amlrrrr ■M MaMr rr ■rrai�MarrxrrrltirMM■ ar rrM ■millum # #MaiMMMMrrMrrrraxsMxi mrMxs Sucre ar M# Mraairra# MMrs ire ailminnoMrrrirMrriMr iKOWNMr#rallum rMarM■ lied ■irrrirxiiiiii milli ummam iiiiiri omisamisiilMiiriwiilminl meMOWiriKt #i1 11 11Miill ltilasim: r:: aiMi siiMMiiMMMr lair uu■em'Mii#iMmieMrNMiiaSRRhlrllir rrUatilrli #1r0iilrl 1rMMiammanni M milimmilumim M orrraaraarrM#i miMairrsMMMa#rar#MMrM inswoo#aMa■ Isamintr1rRiri mtiimummiairiiriariiR #iirrllirriririimisio iiiliiriraliRMili: rr M1M m !ISnrrrmiairM Rl l#riarrr#MMrrMmisso fomti airmaiMMaalMi rwii#Mriiowi mulimm Mrarrrom iammow# arrrrrrxra ■rMrsa##Mrrrrrrsrrrirrrrrar MMrrM r Ml MrlrrMMMinnsMOrxrrrrllrirsurnisiwrrrrrrrrrMlrMMrrrrrar Mii#rrMrM# 41 1 i a r M MMMMMMM aM a M rYrriMa MSrMaM ■rMMMMM #MrrMMMMMMMMrsr M ar M rMraMMr C1: w • M:" rimirniiaarRWRrulio:ai : xTM: l mi .iwurrawOAMMmii0 s:: rM #M#MaiMMMi rrrrs arOr simanommilwrpTIC. rrsl"tirrrrrrxrixarrMMMrrRMMx irimmom xxxrr#iMr iZom nsiti r■ i mum ntlir■rxMMSa#rrirrirralESrrx fast# rMMOOMm isliMrMMr�1lrsrL?ri[MS7.Mrr i�iitsmairr..rYa:aii lrllxrraMrrrx is MillfraxsaM■ ire# Mi MMa Mllrrrrrr# rris. r..r lMMAlMMs man xrrxrrai r.rrxrriruea.rrxarr#iMrrxrrrrsr � ommorirriwlMiiisr +riiaiimiiinsim iili rlrniiR iriiiremin*Oummommimimmul mansamli::luss I:MMMI1142milri ismilmir: mini ilmilulii:Cimar01iii:Rii"1:CiM niannialing i mew IraMMMMIMOOMMMMMMMMMCM :MrMill;Miirrliiium i irrir :MM1r*riiMillM %i11ir*RyRifiRi 4rrMrriMMrMMMrrirarirMrMMMRrMMMTAM ■rrwimmammissm M#rirtlsaairWR MrrMrrMrrMii Irmsommlr11misurin nsiriiaiM aasiaaiirrMrriliMiitiillammersimu milliiMMMWlaMri RIMI immona imOlimilMiMmMri aissimMx M1 nOMOrrM MrrrMMrrrai #M###MrttrrrMMMaMaarrai■ mummirMMMaMrraMMM ■Sarrss#MMMirrirraM milmm0arrrr rMM aMMMraMMraaMMir aria ri lrMRiriiriRwsmo munriRraMi mi:" ■■■■ oiriMrRRRMMrRlrirrmisliRRrrli :alms riirmir iMR mamma rrriiriammommaxxliommiar :RMi.rMRMMRRfdrarrr omplMriaaaMM#rrrrr■i■ imiumt"ilrsonliiiirrrr"rMi MisMirM osammommlisOMM MCimsoMMIMMMrMrMOWIM:MMMtMi IMrMrM rMMrMMMMraMirM icon raraMnimilm MSrMarrrmima r omillr■ limm srrMrM#MMMMrr mom rM # rMrrarrMMrirararirirr #aMrrrrrrMrM#rrraaMSar iilallrMMraMrrrsrrasxiii inimmMMM MMMrMrMMMMOsins ■M #M#MMr rrMiMpr MM■ m MrM rMMMMrMMMra■ 1M# %rMMrR Mriir *MO MMMr nrijM iMriMiRiiMMMM R� 1 rss M r iMriomsrRiiisirmiraRMrii M ou m�marM ironK .meea me %CmIrasmr si rlrrrlRRnr.me .a. e 0ia ss c x M r r 123_01 -48 12!08 PAGE 2 IttrS E ele-ct`‘ m pt. T„..e 6'1 1 Florida Building Code Edition 2007 High Velocity Hurricane Zone uniform Permft Application Form 1 Se„ o,,, ©(Stseo Sioo®d Roo_Svsteml Roof System Manufacturer:, E451e dkc -i 5 Naha of Acceptance Number: i1' C SA) 1 _0a... MlMmum Design Wkid Pressures, If Applicable (From RAS 127 or Cakmlatlons): Maximum Design Pressure ram the NOA • :;, P3: Method of the attachment; Po C 11441 (2't ¶' Roof Slope: :12 Steen Sloo d Roof Systems f wood Ride* Ventilation? N 4 jz� 1�a„1N tii�ns b►.dlny.EC�1113 1-4? m-4 iv. 0 iG Mean Roof 15` I Ay .' xKa I IEAlik RAI ikr 13" :Ce , Cralu(4v'v€ ;P 4 128_01 -48 12/09 PAGE 4 Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Fen won E ml® CalculaEonsl For Moment based tik systems, eloose dther MetUsd 1 or Z. C.mnpand the values fm• M,whh the vats from Mo lithe Mr values are ginner than or egad to the Mr vsdues, for each area of the roof, then thet is Method 1 "Moment Based TSe Calculation —As 4s , _ .Ave s i2.5i1).. filw •1.51 m MA ''4 •i tp=: X , i`te a -at V {pas 'cyk..1.11, ..$7a$ is- 44.1( )_ Per RAS 127" g NOA 11* i+l�•`1 NOA 14;r ' y< NOA 1� �� `t� Method 2 Tile C Per Table Bar" Required Moment of R (bfr) From Table Below NOA b; Mean Roof ilelgtd — Root Mops M, Restuked Moment Resistsnc �r 11111111a_ 1111L211•1 � � NILwrall11 111ILAMI NIZ.1111 *Muse be used in earkluneRen with a iht of moment based the systems endorsed by the Byword County Board of Rates and Appeals. For Uplift basal tile ey*ms use Method 3. Compared the values for F' with the values for F,. If the P vat are greater than or equal to the F values, for oath area antic roof, then tin tie attachment method ft acceptable. Method 3 "Uplift Based The Calculations Per RAS 127" (i'hs...._xL• ___.st w:°'_..J -W:_, mars 0: = Fro NOAP' rrs._)— Wsscoa8 :_= Fa: ._._ NOA F'_.,, (Ps s_ :k�: wsm_..J- Ws:cds8 :,= P,a: NOAF Where to Obtain infonnatfon YiiYrt 1' " 4 1 4: f T Whereto find laturin- 123_01 -48 12/09 PAGES 11/9/11 E-Codes `x,3.4 Determine the required uplift resistance (F0 per thllowing formula: Fr= [(Px1xw)- W]x cos 0 33 Compare the vanes in Fr with the values for F noted in the ProductApprovaL Ift1e F sabres are greatertbanor equal to the F,. values, for each area oftoof[ie., fielt P(1) perimeter (P(2) and corner P(3) areas], ghat the dle attachnnent method is acceptable. TABLE 1 MINIMUM DESIGN WIND UPLIFT PRESSURES IN PSF FOR FIELD (P(1), PERIMETER (P(2) AND CORNER (P(3) AREAS OF ROOFS FOR EXPOSURE C BUILDINGS WITH A ROOF MEAN HEIGHT AS SPECIPIED1 ROOF SLOPE >2:12to <6:12 > 6:12 to <12:12 Roofs eanheigt P(1) P(2) p(3)2 P(1) P(2) & P(3) <=20' -45.1 -78.6 -116.2 -49.1 -57.5 >20' to <25' -47.3 -82.3 -121.8 -51.2 -60.4 >25' to < =30' -49.2 -85.7 -126.8 -53.6 -62.9 >30' to < =35' -50.9 -88.5 -130.9 -55.3 -65.0 >35 to <=40' -52.3 -91.0 -134.6 -56.9 -66.8 I Calculated in accordance with ASCE 7.05 (Wind Speed:146 mph). '- For Hip Roofs with slope <=5.5: 12, P(3) shall be treated as P(2). [Mod 20I4r/2104r] TABLE 2 WHERETO OBTAIN INFORMATION Description Symbol Where to find Design Pressure P(1) or P(2) or P(3) Table 1 or by an engineer analysis pfd signed and sealed by a professional tuts based on ASCE 7 Mean RoofHeight H Job Site Roof Slope q Job Site Aerodynamic Multiplier 1 Plod= Approval Restoring Monett dun to Gravity Mg Product Approval Attachment Resistance Mr Product Approval Required Moment Resistance Mr Calculated Minimum Characteristic Resistance Load F Product Approval Required Ups@ Resistance Fr Calculated Average Tie Weil W Product Approval Tie Dim 1 Product Approval Al calculamffi nest be submitted to the building official at the time ofpen A. Top 1 Home !States !Florida [State 112007 Florida Budding Code: Text Protocols (Fist Printing), Includes 20119 Supplement Mop 1 License terms • Privacy policy auk here for mprright rieftsnnarren. not ecodes.cltatlon.com /cgl -exe/ gage. dll7 pg=x&rp =Mdx /ST/fl/st/b1400v07 /st f... 2/2 MIAMI AE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eagle Roofing Products LLC 1575 East C.R. 470 Snmterville, P1, 33585 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315-12599 www.miamidade.sav/bulldlna/ 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 BNC - 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) andtor 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. BNC 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: Bel Air, Bel Mr Double Eagle, Ponderosa, Ponderosa Double Eagle, Golden Eagle Low Profile Concrete Tiles LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA 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 NOA #07- 1818.08 and consists of pages 1 through 9. The submitted documentation was reviewed by Alex Tigers. (:r l /1.ilLl1) 4,.L.5I1 I l APPROVED NOA No. :11- 0321.02 Expiration Date: 10 /05/16 Approval Date: 05/12/11 Page 1 of 9 ROOFING ASSEMBLY APPROVAL Catenorv: Roofing Sub Cateeorv: Roofing Tiles Material : Concrete 1. SCOPE: This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, 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 bv, Test Product Applicant Dimensions Specifications Description Bel Air Concrete L =17" TAS 112 Flat profile concrete roof tile equipped Tile W = 121/2" with two nail holes. For adhesive set, Thickness = % direct deck or battened nail -on applications. Bel Air Double Eagle L =1 T" TAS 112 Flat profile concrete roof tile equipped Concrete Tile W =12' " with two nail holes. For adhesive set, Thickness = %a" direct deck or battened nail -on applications. Ponderosa Concrete L = 17" TAS 112 Flat profile concrete roof tile with slate Tile W =12 /" finish equipped with two nail holes. For Thickness =' /a" adhesive set, direct deck or battened nail - on applications. Ponderosa Double L =1 T" TAS 112 Flat profile concrete roof tile with shake Eagle Concrete Tile W =12 'A" finish equipped with two nail holes. For Thickness = %a" adhesive set, direct deck or battened nail - on applications. Golden Eagle .L = 17" TAS 112 Flat profile concrete roof tile brushed Concrete Tile W =121/" finish equipped with two nail holes. For Thickness = %a" adhesive set, direct deck or battened nail - on applications. Trim Pieces 1= varies TAS 112 Accessory trim, clay roof pieces for use at w = varies hips, rakes, ridges and valley varying thickness terminations. Manufactured for each tile profile. lYalY1 r�'11'1 ,1!?0.1. k-D APPROVED NOA No.:11- 0321.02 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 2 of 9 2.1 EVIDENCE SUBNIITTED: Test Agency, PRI Asphalt Technologies Redland Technologies Redland Technologies Redland Technologies 1Redland Technologies Redland Technologies 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. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. , Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. 1APFROM3 Test Identifier ERPF - 001 -02-01 7161 -03 Appendix III 7161 -03 Appendix 1110 7161 -03 Appendix II P0402 Letter Dated Aug. 1, 1994 P09647 -01 94-084 25- 7094(2, 5, & 8) 25- 7183 -(5 thru 6) 25- 7214 -(1, 5 , & 8) 25- 7487 -2 25- 7496 -(1 & 4) 25 -7804-6 520109 -1 520111 -4 520191 -1 Calculations Calculations Test Name/Report TAS 112 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynamic Multiplier Restoring Moments Due to Gravity Date Aug. 2006 Dec. 1991 Dec. 1991 Dec. 1991 Sept. 1993 Aug. 1994 Aug. 1994 May 1994 Oct. 1994 Feb. 1995 March, 1995 Dec. 1995 Dec. 1995 Sep, 1996 Dec. 1998 March 1999 Sep. 2006 Sep. 2006 NOA No.:11-0321.02 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page3of9 3. LJ IITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 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 slated d-otherwise by the underlayment materdatrinanufacturers published literature. • 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Concrete Roof Tiles and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight W (Ibf) Length -I (ft) Width -w (ft) Bei Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 11.4 1.42 1.03 Table 2: Aerodynamic Multipliers - A (ftl Tile Profile A (ft3) Batten Application A (ft3) Dlrect Deck Application Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 0.301 0.278 iT •T i71)_!jai APPROVED NOA No.:11- 0321.02 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 4 of 9 Table 3: Restoring Moments 4 ":12" due to Gravity 6":12" - M. (ft -lbf) 6 ":12" Greater than 7 ":12" Tile Profile 3 ":12" Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Batten s Direct Deck Battens Direct Deck Battens Direct Deck Batten s Direct Deck Batten s Direct Deck 7.48 7.71 7.37 7.59 7.22 7.44 • - 7.05 7.27 6.88 7.07 Table 4: Attachment Reslstance Expressed as a Moment - Mt (ft -Ibf) for Nall -On Systems Tile Profile Fastener Type Direct Deck (min 15132" plywood) Direct Deck (min. 19/32" plywood) Battens Bel Air, Bel Air Double Eagle, Ponderosa , Golden Eagle, Ponderosa Double Eagle Flat 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 Nall (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nall (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 CIA 31.9 31.9 32.2 2 -10d Ring Shank Nails' 50.3 65.5 48.3 1. Installation with a 4" tile headlap and fasteners are located a min. of 234' from head of tile. NOA No. :11- 0321.02 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 5 of 9 Table 5: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Adhesivee 31.33 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 6: ' Attachtnent'Resistance Expressedas it Moment - M, (ft -lbfr . . . for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile PoIyPro TA° 118.94 PolyProTM 40.43 3 Large paddy placement of 45 grams of PolyProTA°. 4 Medium paddy placement of 24 grams of PolyProTm. Table 7: Attachment Resistance for Mom. or Expressed as a Moment - M1(ft Ibf) .. Tile Profile Tile Application Attachment Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Mortar Sets 43.9 s Tile -Tice Roof Tile Mortar. 5. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (Sae Detail Below), or following statement: "Miami -Dade County Product Control Approved ". EA6LE.-7' FLORIDA (3111 "T Tiro 1 A,?PROPED NOA No. :11- 0321.42 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 6 of 9 BEL AIR, BEL AIR DOUBLE EAGLE, PONDEROSA, GOLDEN EAGLE, PONDEROSA DOUBLE EAGLE CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT (LOCATED ON UNDERSIDE OF TILE) NOA No.:11- 0321.02 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 7 of 9 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 this Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWING BEL AIR BEL AIR DOUBLE EAGLE NOA No. :11- 0321.02 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 8 of 9 1. PONDEROSA PONDEROSA DOUBLE EAGLE NOA No.:11-0321.02 Expiration Date: 10/05/16 Approval Date: 05 /12/11 Page 9 of 9 GOLDEN EAGLE END OF THIS ACCEPTANCE APFROYED NOA No.:11- 0321..02 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 10 of 9 MIAMI.OADE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (HNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 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.mlamidadesov/bnilding/ 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 BNC - 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. BNC 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: Polypro® A11160 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 NOA# 06- 0201.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigers. NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofmg Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® AHI60 as manufactured by Polyfoam Products, Inc. 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 Polypro® 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 Dimensions "et Specifications Polypro® AH160 N/A TAS 101 Foampro® RTF1000 ProPack+4 30 & 100 N/A N/A Product Description Two component polyurethane foam adhesive 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 Polypro AH160 roof file adhesive. PHYSICAL PROPERTIES. ROPERTIES: 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 PS1 Parallel to rise 12 PS1 Perpendicular to rise 28 PS1 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% 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. NOA No.: 11 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 2 of 7 EVIDENCE SUBMITTED: Test Aaenev Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services LIMITATIONS: Test Identier #94 -060 257818 -1PA 25- 7438 -3 25- 7438 -4 25- 7438 -7 25 -7492 NB- 589 -631 Test Name/Reoort TAS 101 TAS 101 SSTD 11 -93 SSTD 11 -93 SSTD 11 -93 ASTM D 1623 Date 04/08/94 12/16/96 10/25/95 11/02/95 • 12/12/95 02/01/94 9637 -92 ASTM E 108 04/30/93 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 7050.02.96 -1 TAS 114 03/14/96 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 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH160 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 Polypro® AH160 roof the adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDSTICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. IAPPROVED Ft MS (1w NOA No.: 11-0124.04 Expiration Date: 05110/12 Approval Date: 04/14/11 Page 3 of 7 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polyprol?? AH160. 2. Polypro® AH160 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 Polypro® AH160 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 Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tie adhesive and its components shall be installed in accordance with Roofmg Application Standard RAS 120, and Polyfoam Products, Inc. Polypro®AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approval and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® 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. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 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 Polyproc,) AH160 has been dispensed. 9. Polypro® AH160 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 01 35 WA 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 03 8 LABELING: All Polypro (? AH160 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. NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1j Pilo e odhusNetoWareITto23 2122P square Was !no WI pan . 2) Tara coma u dawa. Place ranks 02 ht To 1 In. From Waldo edge of corer Et Then taeteUthoffie. 151(,1';•.•, •et:eil 1.PPROVED1 NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY rye 5J .7 = [x•111. APPROVED NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY END OF THIS ACCEPTANCE NOA No.: 11-0124.04 Expiration Date: 05110/12 Approval Date: 04/14/11 Page 7 of 7 BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 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.s ibulldine! Lomanco, Inc. 2101 West main Street Jacksonville, AR 72076 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 BNC - 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. BNC 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: BIB -12, BEB -12, BIB -12TR, BEB -12TR Whirlybirds 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 NOA# 07- 0618.01 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. Ivili,;c,?a.;V• f.n (APPROVED NOA No.: 11-0802.11 Expiration Date: 08/16/16 Approval Date: 09/01/11 Page 1 of 7 ROOFING SYSTEM APPROVAL Category: Sub - Category: Material: Roofing Ventilation Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product BIB -12 WhirlyBird BIB -12TR Whirlybird® BEB -12 WhirlyBird BEB -12TR Whirlybird® Turbine Cap Test Dimensions Specification 12" wide at base 17- 1/8" high Vanes 0.0175" thick Elbo 0.0305" thick Base 0.025" thick 12" wide at base 20 -1/2" high Vanes 0.0175" thick Elbo 0.0305" thick Base 0.025" thick 12" wide at base 17- 1/8" high Vanes 0.0175" thick Elbo 0.0305" thick Base 0.025" thick 12" wide at base 20 -1/Z" high Vanes 0.0175" thick Elbo 0.0305" thick Base 0.025" thick TAS 100(A) TAS 100(A) TAS 100(A) TAS 100(A) Product Description Turbine ventilation system for shingle installation. Turbine ventilation system for tile intallation. Turbine ventilation system for shingle installation. Turbine ventilation system for tile intallation. 12" dia. TAS 100(A) Turbine cap to be installed in the event of a Hurricane Warning. TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS: Test Product Product Dimensions Specification Description Asphalt Roof Cement Asphalt Primer Roofing Nails ASTM D 4586 Asbestos -free, asphalt based roof cement. ASTM D 41 Asphalt Primer Minimum TAS 114 Corrosion resistant annular ring #12 x 11/2" shards nails Sheet Metal Screws Minimum #10x 1/2" TAS 114 Sheet metal screw Manufacturer generic generic generic generic NOA No.: 11-0802.11 Expiration Date: 08/16/16 Approval Date: 09/01/11 Page 2 of 7 MANUFACTURING LOCATION: 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Aiencv Test Identifier DescentIon Date Center for Applied MDC -117 TAS 100(A) 03/95 Engineering Center for Applied MTS - 257493B TAS 100(A) 12/95 Engineering PRI Construction LOM -012 -02 -02 TAS 100(A) 05/21/07 Materials Technologies NOA No.: 11- 0802.11 Expiration Date: 08/16/16 Approval Date: 09/01/11 Page 3 of 7 APPROVED APPLICATIONS Trade name: BIB -12 WhirlyBird®, BEB -12 WhirlyBird System Type A: 17 Mechanical attachment of turbine vent over composition shingles Cutout: At chosen location (see Lomanco's instructions for proper placement) and centered between two roof rafters, cut a 1T' diameter hole through shingles and sheathing boards. Seal around top and sides of hole with approved roofing cement. Installation: Determine roof pitch in compliance with Lomanco's instructions and align roof pitch number on elbow with indicator line on flashing. Place three short screws through holes that line up with pre - drilled holes in base. Place mounting base unit flat on the shingles on its flashing, and coat underside of base flashing with roofing cement. In its pitch - adjusted position, carefully slide upper half of flashing up roof beneath shingles previously rolled back until base is centered over cutout. Rolling back the shingles where necessary, and rechecking pitch setting for vertical alignment, secure the base unit to the roof deck with a minimum of fourteen ring shank roofing nails, equally spaced, approximately 34 from edge of base per detail drawing "Base". Nails shall be of sufficient length to penetrate through roof sheathing a minimum of 1 /2 ". Apply roofing cement to underside of shingles overlapping flashing, and press them down onto the flashing. Nail down flashing not covered by shingles %z" to 1" from outer edge with equally spaced ring shank roofing nails. Rotate top of elbow to level position by turning counterclockwise. Place locking clamp across seam and tighten as shown in Lomanco's instructions with approved sheet metal screw. Seal all seams and nails with approved roofing cement. Position whirlybird on the base. Line up the pre- drilled holes in the brackets and base and fasten with approved long sheet metal screws. After installation, verify that whirlybird turns freely. If necessary, minor adjustment may be made by gently prying lowest point of turbine upward to remove any wobble. Net Free Area: Refer to manufacturers published literature Note: Apply roofing cement to seal all exposed flashing edges and seams. NOA No.: 11- 0802.11 Expiration Date: 08/16/16 Approval Date: 09/01/11 Page 4 of 7 APPROVED APPLICATIONS (CONTINUED) Trade name: BI3-12TR Whirlybird ®, BEB -12TR Whirlybird® System Type A: Mechanical attachment of turbine vent for tile or slate roofing. Cutout: At chosen location (see Lomanco's instructions for proper placement) and centered between two rafters, cut a 12" diameter hole through sheathing boards. Installation: After application of 301b. felt and 901b. roofing material (hot mopped) per Roofing Application Standards RAS 118,119,120, cut 12" diameter hole in roofing membranes to match previous hole cut in sheathing. Rotate top of elbow clockwise and level in both directions. Prime both sides of base flashing with ASTM D 41 primer, and coat underside of base flashing with ASTM D 4586 flashing cement. Center base over hole and secure the base unit to the roof deck with a minimum of fourteen ring shank roofing nails, equally spaced, approximately 3 /a" from edge of base per detail drawing "Base ". Cut a piece of 901b. roofing material a minimum width of 30" x 30" and cut a 12" diameter hole in the center of the roofing material. Place the piece of roofing material over base and hot mop in place. Seal inside center hole of cap sheet with approved flashing cement. Place locking clamp across seam and tighten as shown in Lomanco's instructions with supplied fastener. Seal all seams with approved roofing cement. Position Whirlybird® on elbow and attach using three sheet metal screws provided. Check to see that Whirlybird turns freely. If necessary, minor adjustment may be made by gently prying lowest point of turbine upward to remove any wobble. Net Free Area: Refer to manufacturers published literature Note: Apply roofing cement to seal all exposed flashing edges and seams. NOA No.: 11-0802.11 Expiration Date: 08/16/16 Approval Date: 09/01/11 Page 5 of 7 LIMITATIONS: 1. Refer to applicable building codes for required ventilation. 2. BIB -12, BEB -12 Whirlybird shingles roofs only. turbine roof ventilators 3. BIB -12, BEB -12, 131B -12TR, BEB -12TR, Whirlybird® installed on roof mean heights greater than 33 feet. 4. In the event of a Hurricane Warning or in the event of a speeds in excess of 70 mph, the BIB -12TR, BEB -12TR replaced with the approved storm cap listed herein. DETAIL DRAWINGS shall be installed over composition turbine roof ventilators shall not be high wind event with expected wind turbine head shall be removed and Nail Every 4 " -6" O.C. Approximately 3/4" From Edge BASE 80.187 - 80.187 0.500 0.125 1HRU (3 EQUAL SPACES) 1.080 NOA No.: 11- 0802.11 Expiration Date: 08 /16/16 Approval Date: 09 /01/11 Page 6 of 7 APPROVED! DETAIL DRAWINGS (CONT'D) 1 0 0 0 0 0 0 0 00 0 0 00 1 BIB -12, BIB -12TR BEB -12, BEB -12TR END OF THIS ACCEPTANCE NOA No.: 11-0802.11 Expiration Date: 08/16/16 Approval Date: 09/01/11 Page 7 of 7