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RF-12-1613Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 177887 Permit Number: RF -8 -12 -1613 Scheduled Inspection Date: October 15, 2012 Inspector: Bruhn, Norman Owner: BEEHNER, ZACHARY Job Address: 57 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: LYNDON ROOFING & CONSTRUCTION LLC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1132060130400 Phone: (305)219 -6926 Building Department Comments RE ROOF TILE AND FLAT ROOF COLOR THRU TILE HANSON LIGHT BROWN Inspector Comments Passed e/409 / a /-ftJ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. October 12, 2012 For Inspections please call: (305)762 -4949 Page 12 of 35 RE: Permit # Miami Shores Village Building Department INSPECTION AFFIDAVIT c--(A), licensed as a (n) Contractor / Engineer / Architect, (Print name and cirde License Type) FS 468 Building Inspector 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: 1 1 2— License #: °\\ IP)) •L On or about (Date & time) Secondary water barrier work at , I did personally inspect the roof deck nailing and GkA (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) Signature State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he /she is the contractor for the above property mentioned. Swom to and subscribed before me this 10 Notary Public, Sate of Florida at Large day of e • • / If r CLAUDIA V. CUBILLOS HY P" e Public - State of Florida � ; Notary My Comm. Expires Sep 23, 2015 Commission # EE 128810 Bonded Through National Notary Assn. *General, Building, Residential, or Roofing Contractors or any individual certified under 488 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection Revised on 5/21/2009 GEOTECHNICAL ENVIRONMENTAL HYDROGEOLOGY ASBESTOS oo� :AIII17>w°.ru tIr&*falmoriCen 111.1 IMI SRAIN N. wit Imiumair DYNATECH ENGINEERING CORP. TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING CONCENTRATED UPLIFT LOAD 'lESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 MIAMI, October 9, 2012 PERMIT No. N/A Mr. Andrew Yakman CLIENT: LYNDON ROOFING & CONSTRUCTION, INC. 12864 Biscayne Blvd Miami, F133181 PROPERTY ADDRESS: Roof @ 57 NE 93rd Street, Miami Shores, FL TILE TYPE /ATTACHMENT: Double roll concrete roof tile polyfoam set. Inspected By: PB /SB 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 Test Result 01 -43 Field See Sketch Below > Than 35 LBS Passed 44 -58 Comer See Sketch Below > Than 35 LBS Passed 59 -74 Perimeter See Sketch Below > Than 35 LBS Passed 75 -82 Ridge caps See Sketch Below > Than 35 LBS Passed ROOF TILE UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS -106 Sincerely yours, thiSC-1504L- aamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 ROOF SKETCH See Attached Sketch 750 West 84 Street, Hialeah, FL 33014 -3618 • Phone: (305) 828 -7499 • Fax: (305) 828 -9598 E -Mail: Dynatech @Bellsouth.net adnted on Recycled Paper 10 13 14 15 11 12 1— 5n E.,4 E.3 IR Flat roof area NOT tested. DYNATECH ENGINEERING CORP. CLIENT: LYNDON ROOFING N'X PROJECT: Roof @ 57 NE 93rd Street Miami Shores, FL DATE: 010-09 -201: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: S —1 N 4 I3 4', AUG 2 FBC 2010 Permit No. l a --16913 Master Permit No. ROOFING City: Miami Shores County: Miami Dade Zip: \ 'k ' Folio/N=1#: \\ ,y2 og° p 1i, .64, Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): S Kt\thN \A cO'A`ir-r \'Sb- Phone C\rv4) C&I .1.16 g Address: 5-1 Ns. 'NIP City: \41•11/4\ 51.,V ' V State: r1 s Zip :1 ""W `1! Tenant/Lessee Name: Phone#: Email CONTRACTOR: Company Name: L4D �►g� k. 4.4t1�, 'r8"b 441%one# 30S-11 ma ! ' '� 1 �10 Address: , .'01 t..6 W & tlio 'V? City: \'t(%\ State: ). ZiP: 9 Qualifier Name: `II'' `1-h Phone#: r - 4 ( 1 Q ca o Competency Email Address: i.ae foss (�. '4q� DESIGNER: Architect/Engineer: ` Phone#: State Ce fication or Registration #: 4. i /51.130) Certificate of C to # Contact Phone#: Value of Work for this Permit: $ 1 4L®® _Sguare/Linear Footage of Work: 41 3.6 Type of Work: DAddition OAlteration DNe .4tepair/Replace DDemolition •Ig Description of Work: Iv,'- s Color thru tile: S<V4 L) ice-' W . s *** *** ** *** * *** ** **a ** *** **+re *F ** ***a * * * ** ***+ air* *** ***** **** * * * * ****** *** Submittal Fee $ Permit Fee $ Oel CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ . Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 2.(o0 Bonding Comgany'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 RT FCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S A}'N.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. W YOU INTEND TO OBTAIN FINANCING, CONSULT WITS YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: Asa condition to the issuance of a building permit with an estimated value exceeding $2501, 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 b; /app,, ved ' , d a reinspection fee will be charged Owner or Agent The fore g instrument was acknowledged before me this 7 The fore day of 20 t 2. , by. # 4. 6- C- i3e44 / day of who is personally known to me or who has produced w pis pe f2b NOTARY P Si ina in Sign: Print My Commission Expire As identification and who did take an oath. 0 u Contractor ent was ackno , led ed before by I11,� tk° ally known to me or who has produced ntification and who did take an oath. 20 N I'TARY PUBLIC: • Sign: Print: My C ommissio -'e Y' S Bonded Through National Notary Assn. enneae� s rida �, Boa e, Comm. Expires Sep 23, 2015 APPROVED BY ,L / - .r�- 7 �I L- Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012XRevised 07 /10/07XRevised 06/10/2009)(Revised 3/15/09) STATE OF FLORIDA : AC# 1 DEPARTMENT OP BUSINESS A 3' PROl+'ESSIANWREGULATION MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 > 1 .CERTIWI D under fie prov Expiration hate :.: UG 31.,x20114 ions of ch. *:89 F's L12081401'703 2011• LOCAL BUSINESS TAX RECEIPT '2012 MIAMI -DADE COUNTY - STATE OF FLORIDA EXPIRES SEPT. 30, 2012 MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER 8A ART. 9 & 10 FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 580927 -3 THIS IS NOT A BILL - DO NOT PAY - TRANSFER 605712 -9 Bus�n p� Ir q N & CONSTRUCTION LLC STATtiC9Eb'1 27301 12864 BISCAYNE BLVD 327 33181 NORTH MIAMI °95FINDON. ROOFING & CONSTRUCTION LL Sea1T e VietntLTY BUILDING THIS IS ONLY A LOCAL BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE COUNTY OR CITIES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR UCENSE REOUIRED BY LAW. THIS IS NOT A CERTIFICATION OF THE HOLDER'S OUAUFICA- TIONS. PAYMENT RECEIVED MIAMI -DADE COUNTY TAX COLLECTOR: 09/28/2011 02220038002 000004.50 SEE OTHER SIDE WORKER /S CONTRACTOR 10 DO NOT FORWARD LYNDON ROOFING & CONSTRUCTION LLC ANDREW S YATKMAN PRES 12864 BISCAYNE BLVD 327 N MIAMI FL 33181 Iii11111111 1111111111111 111111111111th Ii111111181111111f1311 AC ;RCP s CERTIFICATE F LIB BILITY INSURANCE THIS CERTIFICATE IS I UED AS A MATTER OF INFOMVIATION ONLY AND CONFERS 440 RIGHTS WON THE CERTIFICATE DOES NOT TIVEi Y OR NEGATIVELY AMEND, EXTEND OR ALTER TF C k BELOW, THIS CERTIFICATE OF INSURANCE DOS NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING REPRESENTATIVE OR PRODUCER AND THE CERTIFICATE IR. POLICIES the rti !fir Is an ADDITIONAL INSURED, the pollcy►Etes) most be endorsed. I #'SU BROGATION 18 WA the patsy, may Wire an endorsement A statement. on th rites no t colder to such endorse/mitts). Presidential Insurance Services, LLC 2665 South Bayshore Drive #704 Miami, FL. 33133 ►Hues Lyndon RcoSng & Construction, LLC. 12864 Biscayne BLVD STE # 327 Muni, FL. 33181 INS4JRE 3 8 INSURER G; INSURER D; KUM P TE REM THIS Is To CERTIFY THAT THE POLICIES O INSU ONCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED M INDICATED. NOTOTHSTANDING:ANY REQUIREMENT TEi OR CONDITION tF ANY CONTRACT OR OTHER DOCLOAENT }I CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS EXCLUsiONS AND CONDITIONS OF SUCH POLICIES. LM ITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. T TO MI ICH THIS ALL THE TERMS, mew. uAssny X GOit r1AL LIABU Y X 101291201 50000 5,000 2,000,000 AGGREGATE J X +LiG ■ ■ ■ •________ .. WORKERS CIONIPENSATION AND EMPLOYERS' uosourt ANY nett2PRIETORPARTNERIExELXMVE E OEXCLUDED? Md/EPTION OP OPERATIONS ossatspTion Q 111111111111= II Ifilaiamailrek• fir- 1111111 BODILY INJURY I accident) IIIIIIIIIIIIMININIIMIIIIIIII EAE 1� ■ 11111111111111 ER, D SEASE- POLICY LIMIT E L EACH ACCIDENT ikaMi L�ATIOsS VSECILES IAitach At 9 ,A RemarksSe ti space au CE HOER Miami Shores Village Hall Building Department 10050 NorthEast 2nd Ave. Miami Shores, FL. 33138 OAhICELLA IF THE ABOVE DESCRIEFED p ATIM DAME THEREOF, NOTICE ACCORDANCE WITH DIE POLCYFROVISIONS. BE aV 25 (2015) The ACORO and logo are 010 ACORD ACORD All riN ° p CERTIFICATE OF LIABILITY INSURANCE DATEo 8121/2012 012 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 ADDITIONAL INSURED, the policy (les) must be endorsed. if SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER FRANKCRUM INSURANCE AGENCY, INC. 100 8. MISSOURI AVE. CLEARWATER FL 33758 CONTACT tuaP moo plc tP Row 1-800-277-1620 x4800 itutolok 727- 787 -0704 NAL ADM* )NSURER(S)AFPORDINOCOVERAGE NAICO INSURER A: FRANK IMNSTON CRUM INSURANCE, INC. 11600 INSURED FrankCrum 1- 800. 277 -1620 100 S MISSOURI AVENUE CLEARWATER FL 33760 INSURER ft INSURER C INSURER Cr. EACH OCCURRENCE INSURER E INSURER F: $ RTIFICATE NUMBER: 2 REVISION NUMB THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANINKI ANY REQUIREMENT, TERM OR CONDIION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDrnONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. awl LTR TYPE or INSURANCE ADDL INSR SUER END POLICY NURD7ER PDLtav EFT (DaToDiTYYY) PGIIaY EXP XEMIDEPTYYT) UNITE GE'NERALUAUIU1Y 0014MERCIAL eENEAAL UARIUTY 'CLAM -MADE EACH OCCURRENCE $ tMAGE ToRHSTED PREMISES (Ea aunatenaa) $ r OCCUR MED EN3 (My RR Damn) $ PERBONAI. &ADVINJURY $ $ GENERAL AGGREGATE RENT. AGGREGATE ---1PODOY URI APPLIES PER; rpROM PRODUCTS - COMpm.AGG $ r ILOC $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AVM SCHEDULED AUIOe NON OWNED AUTOS C06/EENED SOME: LE& (Ea eeekler0 $ BODILY INJURY (Per person) $ BODILY KURT (Peroddep$ PROPCJiTY DAMAGE (PeIe Idol $ $ EXCESS LIAN EXCESS LIAR ccCtJR CLAIMS -LIADE EACH OCCURRENCE $ AGOREGATE $ DEDI 1 RETENTIONS $ A WORKERS COMPENSATION AND EMPLOYERS' MIAMI( ANY PROPtEETOWPARTUDEER XECUTIVE D? ERIEEMEEREXCL In NM RR Ymlb*Mier DESCRIPTION OF OPERATIONS Mlma YIN NIA W0201200000 1/1/2012 1/112013 W CBTATU- X TORY LIMES I 0114 ER E,L EACH ACCIDENT $1,000,004 $1,000,000 ( E.L DISEASE - EAEMPLOYEE EL DOME - POLICY MET $1,000,000 DESORIPTON OF OPERATIONS / LOCATIONS 1DEM LER (AdaahACORD 101. Addieatal Rettw Sededula, Y mew spuds require$ EFFECTIVE 11/02/2009, COVERAGE IS FOR 100% OF THE EMPLOYEES OF FRANKCRUM LEASED TO LYNDON ROOFING & CONSTRUCTION LLC (CLIENT) FOR WHOM THE CLIENT IS REPORTING HOURS TO FRANKCRUM. COVERAGE IS NOT EXTENDED TO STATUTORY EMPLOYEES. CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE HALL ATTN: BUILDING DEPARTMENT 10050 NORTHEAST 2ND AVENUE MIAMI SHORES, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. ADnWR )** REPREEENTATdE ACORD 26 (2010/06) The ACORD napna and Ingo aro registered (narks of ACORD 018882010 ACORD CORPORATION. All rights reamed. NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: TAX FOLIO NO, A- 32.06 -o 13 OMOO 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 description of property and street/address: 2. Description of improvement 111111111111111111111111111111111111111111111 CF1+1 201280605810 OR Bk 28245 Ps 2970; (fps) RECORDED 08/28/2012 12:56:46 HARVEY RUVIN, CLERK OF COURT MIAf1I -DADE COUNTY, FLORIDA LAST F'AGE Space above reserved for use of recording office 1'R 7V'aMttlt}= M">,1:t !mod Q•QV F sNo uiot, p )f,)s. 3. Owner(s) name and ad Tess: Q Interest in property: W ti err Name and address of fee simple titleholder. 4. Contractor's name, address an o e number: rfiT7S%yt 'i arL.fl) 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 documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number 5-' 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. 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 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 N •f' CE OF COMMENCEMENT. I Signature(s) of �er 1 s orized Officer/Director/Partner/Manager Prepared By 4, Prepared By Print Name e - 3 .C-, t Ct Print Name Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoi e t w s cknowled bef me this BY ITN Title/Office ❑ Individually, or CI as ❑ Personally known, or a for produced the following type of identification Signature of Notary Public: Print Name: (SEA-) $' VERIFICATION PURSUANT TO SECTION 92525 FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in ft are true, to the best of my knowledge and belief. day of Signatu of mT a or e )'s Authorized Officer/Director/Partner/Manager who signed above: �y 123.01-82 PAGE 9 3/10 By 6-d -- STATE OF FLORIDA, COUNTY CAF DADE 1 HEREBY CERTIFY that this is a true copy of the orfgbval filed In this office or. p a'sy of , A.D. 20. WITNESS myhand an Ohiciai Seal. VEr RJ1 N, CLERK, of Grail' amt Coy ~1'. r- 's Florida Building Code Edition 2010 IIocity Hurricane Zone Uniform Permit Application Form Section A (General Information) MasterPerfnit No. Process No. Contractor's Name lArk,, SZ 14,4 CO C% y1/4) cc $ C en4 } (' Join, 51 NE(3 sr ® ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel /Shingles w 0 11 Mortar /Adhesive 6 ❑ Wood Shingles S ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) a- w Tde es Total (SF) G SECTION B (Roof Plan) Sketch RoQfPlan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 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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. 1. 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. , L.L. i Renailing 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). 4. 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 roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. ;,rte: ' 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. 4. Ponding water: The current roof system and /or deck of the building may not drain web 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. 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 with the requirements of Sections R4402, R4403 and R4413. 7. !a/A: af Ventilation: Most roof structures should have some ability to vent natural airflow through the rterior 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 result in extending the service life of the oo I _ S °a owner /Agent`s Signature Date Contractor Signature Date Revised on 7/9/2009 LD Signature Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (0 a component is not used, identify aj "NA ") System Manufacturer: NOA No.: 0702 /9,P9 Design Wind ressures, From RAS 128 or Calculations: / Pmax1: 3 Pmax2: 7 - Pmax3: / va Max. Design Pressure, Fromiific NOA System: «� Deck: Type: Gauge/Thickness: s �/ Slope: t " /Z Anchor/Base Sheet & No. of Ply(s): Anchhrij/ g S�ieet asten � radi sf�� Si Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener /Bonding Fastener Spacing for Anchor /Base Sheet Attachment Field: " oc @ Lap, # Rows Perimete " oc @ Lap, # Rows Corner: (te; oc @ Lap, # Rows @ Number of Fasten rs Per Insulation Board Field: enmeter 4 Co er Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- dashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height., Height of Base Flashing, Component. Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Complywith RAS 111 and Chapter 16. Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener /Bonding Materia Base Sheet(s) & No. of PIy(s): Base Sheet Fastener/Bonding Material: 'y PIy Sheet(s) & No. of P (s): ZI F f t F en -r/ Top PIy: Top PI finer/Apg Surfacing: roz/iAlz.74-- 9k 3 At '2 LA FT. 1F • Parapet Height Mean Roof Height Florida Budding Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Step Sloped Roof System) Roof System Manufacturer: 6 Product Approval Number: %Z2 - ,oA _ e97 Minimum Design Wind Pressures, If Applicable From RAS 127 or Calculations): P1: • g /' r P3: �Z ` ?� %• O1- 3 P2:'"' Maximum Design Pressure p 7 Product Approval Specific System: 430 Method of Tile Attachment: /%7 ��'C// Roof Slope:. :12 Steep Sloped System Description Deck Type: Type Underfayment: Insulation: Fire Barrier: Fastener Type & Spacing: Adhesive Type: Type Cap Sheet Ridge Ventilation? 4 Mean Roof Height: Roof Covering: s Type & Size Edge: Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mt. If the M, 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 " oment Based ile Calcul tions Per RAS 127" X X p - 2 - Mg: �. � = Mr1.3,1 4. Product Approval M x X, ',r = i - Mg: '1;5 = Mrs Product Approval M1 x), = %,, 32 - Mg: = M f ` .` Product Approval MO Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf • M, Required Moment Resistance* Mean Roof Height 15' 20' 25' 30' 40' --► Roof Slo 4 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 • 6:12 26.4 28.0 29.4 _ 30.5 32.4.. 7:12 '24.4 25.9 27.1 28.2 30.0 'Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the F, values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" x 1: = x w: =, ) - W: x cos 0: - = Fr, Product Approval F' (P2: x 1: = x w:= ) - W: x cos 0: - = F,z Product Approval F' (Pa: x 1: = x w:= ) - W: x cos 0: - = Fri Product Approval F' 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 H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier A Product Approval Restoring Moment due to Gravity M9 Product Approval Attachment Resistance M, Product Approval Required Moment Resistance M, Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance F, Calculated Average Tile Weight W Product Approval Tile Dimensions I °length w = width Product Approval All calculations must be submitted to the Building Official at the time of permit application. COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hanson Roof Tile 1340 SW 34`h Ave Deerfield Beach, FL 33442 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. +N. 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: Hanson Regal/Spanish "S" II 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 No. 09- 0928.02 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. MIAMI-DADE COUNTY APPROVED NOA No.: 10- 0706.06 Expiration Date: 12/16/12 Approval Date: 09/15/10 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofing Tiles Concrete 1. SCOPE This approves a roofing system using Hanson Regal/Spanish `S' II Concrete Roof Tile, as manufactured by Hanson Roof Tile in Deerfield Beach, Florida and as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable building code do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Hanson Regal / Spanish "S" 11 Tile Trim Pieces 2.1 EVIDENCE SUBMITTED Test Agency Redland Technologies The Center for Applied Engineering, Inc. Dimensions Length: 17 '/" Width: 13 %" W thick Length: varies Width: varies Test Identifier 7161 -03 • Appendix III 7161 -03 Appendix III 7161 -03 Appendix II Letter of Aug. 1, 1994 P09647 -01 P0402 94-083 94 -084 25- 7094 -9 25- 7094 -6 25- 7183 -4 25- 7183 -3 25- 7214 -3 Test Product Specifications Description High profile concrete roof tile for TAS 112 direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof TAS 112 pieces for use at hips, rakes, ridges and valley terminations. Test Name/Report PA 102 • Date - Dec. 1991 PA 102(A) Dec. 1991 PA 108 (Nail -On) • Dec. 1991 PA 108 (Nail -On) PA 108(Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails PA 101 (Adhesive Set) PA 101 (Mortar Set) PA 102 (4" Headlap, Nails, Direct Deck, New Construction) PA 102 (4" Headlap, Nails, Battens) PA 102 (2 Quik -Drive Screws, Direct Deck) PA 102 (2 Quik -Drive Screws, Battens) PA 102 (1 Quik -Drive Screw, Direct Deck) Aug. 1994 Aug. 1994 Sept. 1993 April 1994 May 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 NOA No.: 10- 0706.06 Expiration Date: 12/16/12 Approval Date: 09/15/10 Page 2 of 6 Test Asencv All State Engineering & Testing Consultants, Inc. Walker Engineering IBA Consultants, Inc. 3. LIMITATIONS Test Identifier 25- 7214 -7 Project No. 307025 Test #MDC -76 YQ -135 Calculations 2381 -252 Test Name/Report Date PA 102 (1 Quik -Drive Screw, March, 1995 Battens) PA 100 Oct. 1994 PA 112 Aerodynamic Multiplier TAS 112 Dec. 1998 March 1999 09/20/07 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 be 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 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. 4. INSTALLATION 4.1 Hanson Regal /Spanish 'S' IT Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Hanson Regal /Spanish 'S' II 10.4 1.4375 1.1 Table 2: Aerodynamic Multipliers - a , (ft3) Tile Profile X (ft3) Batten Application 0.287 A, (ft3) Direct Deck Application 0.311 Hanson Regal /Spanish 'S' 11 NOA No.: 10- 0706.06 Expiration Date: 12/16/12 Approval Date: 09/15/10 Page 3 of 6 Table 3: Restoring Moments due to Gravity - Ma (ft -Ibf) Tile Profile 3 ": 12" 4 ": 12" 5 ": 12" 6 ": 12" 7 ": 12" or greater Hanson Regal/Spanis h 'S' II Batten s Direct Deck Battens Direct Deck Battens Direct Deck Batten s Direct Deck Batten s Direct Deck 7.77 8.34 7.65 8.20 7.49 8.03 7.30 7.83 7.10 7.61 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 Hanson RegalSpanish 'S' 11 • • . 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails • 6.9 9.2 7.3 1 .#8 Screw 20.7 20.7 18.1 2 .#8 Screws 43.2 43.2 29.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 • 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 2 -10d Ring Shank Nails' 1 33.1 ( 48.1 1 45.2 1 Installation with a 4" tile headlap and fastemers are located a min. of 2W from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Regal /Spanish 'S' II Adhesive 29.33 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. NOA No.: 10- 0706.06 Expiration Date: 12/16/12 Approval Date: 09/15/10 Page 4 of 6 Table 6: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf) For Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Regal/Spanish `5' II Polyfoam PolyProTM 66.54 Polyfoam PoIyProTM 38.7b 4 Large paddy placement of 63grams of Poly Pro TM. 5 Medium paddy placement of 24Wrams of PolyProTM. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft -Ibf) For Mortar Set Systems Tile Profile Tile Application Attachment Resistance Hanson RegalSpanish 'S' II Mortar Set 24.5 5. LABELING • All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". HANSON HANSON REGAL/SPANISH "S" II ROOF TILE IDENTIFICATION MARK (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. NOA No.: 10- 0706.06 Expiration Date: 12/16/12 Approval Date: 09/15/10 Page 5 of 6 PROFILE DRAWINGS HANSON REGAL/SPANISH `S' II CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 10-0706.06 Expiration Date: 12/16/12 Approval Date: 09/15/10 Page 6 of 6 MIAMICA BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 GAF Material Corporation. 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built-Up Roof System for Wood Decks. 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 and revises NOA No. 03- 0501.05 and consists of pages 1 thropgh 19. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 Deck Type 1: Wood, Non - insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: (optional) FireOutTM Fire Barrier Coating, VersaShield° Non- Asphaltic Fiberglass -Based Underlayment or SecurockTM. Base sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENTo EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® Heat- We1dTM Smooth or RUBEROID® Heat- WeldTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex P1yTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring, shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psi, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS ®Flex PIyTM 6, .GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill-TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the -field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLAS® #80ULTIMATM, RUBEROID®20, RUBEROID® Mop Smooth, base sheet attached to deck with approved 11/4" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psi; See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psi; See General Limitation #7) NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 17 of 19 GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -Teem #12 standard, #14 or # 15 Screws and 3" Drill-TecTM steel plate or Drill -Teen" AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet: One or more plies of GAFGLAS® PLY 4, #80 ULTIMA, RUBEROID® MOP Smooth or RUBEROID' 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS®EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Surfacing: (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs. /sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal./sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral Surfaced Capsheet adhered in a full plopping of approved asphalt applied within the EVT range •and at a rate of 20-40 lbs. /sq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. 4: Leak BusterTM MatrixTM 715. , Leak BusterTM MatrixTM 322, TOPCOAT® MB +, TOPCOAT* Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal./sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal. /sq. 6. TOPCOAT® Surface Seal, TOPCOAT Fireshielde SB Solvent based Elastomeric Roofing Membrane applied at lto 1.5 galJsq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening Above NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 18 of 19 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex P1yTA16 when used as a mechanically fastened base or anchor sheet. 2. Minimum ' /a" Dens DeakTM or %a" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be . applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a`rninimum rate of 121bs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 paf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lb£ insulation attachment shall not be acceptable... . Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall, utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (Le. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (Le. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10.. 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. END OF THIS ACCEPTANCE MIAMI, ' ! ECOUNTY APPROVED NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 TGFU.R1306 Roofing Systems GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA Class A ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT R1306 Type G2 asphalt glass mat base sheet ( "GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet ", or "GAFGLAS #80 ULTIMA") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4 ", or "GAFGLAS n Ply 6 ") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAF StratavenhI EliminatorTM Venting Base Sheet (Perforated)" or "GAF Stratavent® EliminatorTM Venting Base Sheet (Nailable)." Perforated to be loose laid or mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS® #75 Base Sheet" or "Tri-Piy® #75 Base Sheet" or "GAFGLAS'i #80 ULTIMA" or "GAF Stratavent® EliminatorTM Venting Base Sheet (Nailable)" may be substituted for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Ply 6 ") as the nailed base ply in the following systems. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite /polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 or "GAFGLAS'? Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® Mineral Surfaced Cap Sheet " or "GAFGLAS® EnergyCapTM TM BUR Mineral Surfaced Cap Sheet." Copyright © 2011 Underwriters Laboratories Inc. UL permits the reproduction of the material contained in the Online Certification Directory subject 'to the following conditions: 1. The Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright © 2011 MIAMI DEPARTMENT OF PERMITTING, ENVIRONMENT. AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 3M Company 3M Center Building 0220- 05 -E -06 St. Paul, MN. 55144 -1000 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 /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: 3MTM 2- Component Foam Roof Tile Adhesive All-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: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2- Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as described in 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 Dimensions Test Product Description Specifications 3MTM 2- Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RT.F 1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list 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 Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 Closed Cell Content 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, Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94 -060 257818 -1PA 25- 7438 -3 25- 7438 -4 25-7438-7 25 -7492 NB -589 -631 9637 -92 01- 6743 -011 01- 6739- 062b[1] 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 Test Name/Report TAS 101 TAS 101 SSTD 11 -93 SSTD 11 -93 SSTD 11 -93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 TAS 101 TAS 101 Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 04/30/93 11/16/94 01/16/95 03/14/96 10/23/98 12/28/98 TAS 101 03/02/99 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. (—F2 2� '– MS —W 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 Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A): 1.0 (B). 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 RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 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 Hil Profile (2 Piece Barrel #1 17 /side on ca. and 34/.an N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 MAMI-DADE COUNTY APPROVED NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 4 of 7 LABELING: All 3 MTM 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. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nall through plastic cement Undadayment Paddy (Bed Tile) 10 In. Eau Course Ease Clan Nall through plastic content Undsdayment Paddy (Beneath Re) 10In. 2In. Eave Course EavaCiaaae Eave course only: Keep adhesive approx 41n. up from vanapholes Nall through plastic cam Undo/layman 10 In. 21 Eon Course Eave course only: Keep adhesive approx. 4In. up from wormholes Paddy (Beneath Tile) Fascia Wesphbla Eave closure IMP edge 1) Place enough adhesive to achieve 17 to 23 Optonal2x4stor P Pitch appilca0otw square inches N contact with the pan disc � 2) Tum coves upside down. Place adhesive 1121n. To 1 In. Fran outside edge of cover toe. Then frusta the tile. Undarlayment 1 Nail through ptsetio content Rem• top pylon of the save COUTO COVE tile. Abutto second course et pan toes. Ensure eave end of errand cover tiles are flush at rave One. Eave closure (mortar shown) Weephole Fascia Sheathing OpEonal Point -up Mortar on longitudinal WEN of tile NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY MIAMI -DADE COUNTY APPROVED 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 Nail through plastic cement Paddy (between tile) Paddy (under tile) • feTin. x3 in. Single paddy on under- layment Single paddy under the Single paddy on top of tile Eave course. In. X 7 In. medium she paddy eave Fascia course only Nail through plastic cement Single paddy under tile (PAS itkiNn.x 3 in. 4 in. Single -yon under- layment Underlayment Single paddy between tile 2 In. x7 in. medium size paddy eave course only Single paddy on top of tile • Ir% Eave iirse Fascia Weephole Eave closure Drip edge Nall through plastic cement Single paddy under tile Single paddy between tile 3 In. x 3 in. Single paddy on underlayment Single paddy on top of tile Eave Course Eve Closure 2 in. x 7 in. medium she paddy save 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