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RF-11-2014I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 168014 Permit Number: RF -10 -11 -2014 Scheduled Inspection Date: December 21, 2011 Inspector: Bruhn, Norman Owner: MILLER, EDWARD Job Address: 142 NW 100 Street Miami Shores, FL 33150- Project: <NONE> Contractor: CITY ROOFING AND CONSTRUCTION INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number (305)807 -4045 Parcel Number 1131010220340 Building Department Comments RE ROOF TILE TO TILE AND FLAT TO FLAT Passe /1-)-1 tt 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- 166074. Rake tiles must be fasted with corrosion resistant fasteners. Remove access tile. nb (2- December 20, 2011 For Inspections please call: (305)762 -4949 Page 23 of 35 RE: Permit # vlauiu Vtwvii6 Miami Shores Village Building Department INSPECTION AFFIDAVIT (Print name and circle License Type) License #: C ° - 6 e 1,3 z-7 3 On or about 1, Vv ®V° v 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: 1 licensed as a (n) Contractor / Engineer / Architect, FS 468 Building Inspector (ti t ( , I did personally inspect the roof deck nailing and Secondary water barrier work at Based upon that examination I Manual (Based on 553 (Date & time) Signs 1 �-..� State of Florida County of Dade: 1 t-a I wtz 5kial, 3303 (Complete Job Site Address) etermined the installation was done according to the Hurricane Mitigation Retrofit 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 Notary Public, Sate of Florida at Large day of )\J11( ii Vila Daniel Gato `t ,1 $ COMMISSION#`• DD875768 * ' .11, :4 EXPIRES: MAR. 30, 2013 I;fri o:°° WWW.AARONNOTARxoom *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 A -1 Engineering Inspection Services, Inc 7066 SW 44th Street Miami, FI 33155 Tel: 786- 326 -9877 Fax: 305 -485 -9011 alroofinspection @gmail.com LAB CERTIFICATION # 10- 0512 -01 SITE SPECIFIC INFORMATION UPLIFT TEST - TAS #106 Roofing Contractor CITY ROOFING Permit # RF-10-11-2014 Job Address 142 NW 100 ST Owner's Name MIAMI PROPER7YSOLU77ONS Type of Tile EAGLEMALIBU Date Installed Approximate Roof Height 12 feet Roof Pitch 3/12 Type of access to Roof OK Approximate Square Footage of Roof 16 ft 2 Required Testing Force 35 /bs Date Tested 11/29/2011 Number of Tests 39 Testing Equipment: F.G.E. 100 Contact Name MARIO Phone # (305) 218-7901 LOCATION # OF TEST PASS # OF TEST FAIL Corner 8 Tests Pass 0 Tests Fail '/ Perimeter 8 Tests ' Pass 0 Tests El Fail Field 17 Tests Pass 0 Tests Fail Ridge 6 Tests k Pass 0 Tests Fail Total 39 Tests ' Pass 0 Tests Fail IN ACCORDANCE W1TH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT I5 NOT GUARANTEED IN CASE OF NATURAL DISASTERS. Cordially RTO CONTRERAS P.E P.E # 21522 A -1 ENGINEERING INSPECTION SERVICES INC CERTIFICATION NO 10- 0512.01 7066 SW 44th Street Miami, FI 33155 — Telephone (786)326 -9877 " Fax (305)485 -9011 A -1 Engineering Inspection Services, Inc 7066 SW 44th Street Miami, FI 33155 Tel: 786- 326 -9877 Fax: 305 -485 -9011 a lroofinspection ©gmail.com LAB CERTIFICATION # 10- 0512 -01 SITE SPECIFIC INFORMATION UPLIFT TEST - TAS #106 Roofing Contractor CITY ROOFING Job Address Owner's Name Type of Tile 142 NW 100 ST Permit # RF-10-11-2014 MIAMI PROPERTY SOLUTIONS EAGLE MALIBU Date Installed Approximate Roof Height 12 feet Roof Pitch 3/12 Type of access to Roof OK Approximate Square Footage of Roof 16 ft 2 Required Testing Force 351bs Date Tested 11/29/2011 Number of Tests 39 Testing Equipment: F.G.E. 100 Contact Name MARIO Phone # (305) 218 -7901 SKETCH OF ROOF Revised by 7066 SW 44th Street Miami, FI 33155 N Telephone (786) 326 -9877 « Fax (305) 485 -9011 i\vt\k\- BUILDING PERMIT APPLICATION Fsc 20 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit Type: BUILDING ROOFING Oiciat t ? g.c 4✓� iU 2 vi t..) LOD s� t tGrvt� t SIB u s State: lou t, Zip: 3 3 1 3 i3 OWNER: Name (Fee Simple Titleholder): Address: City: AI OCT 3 1 2011 lib B Y: Permit No. I� 1014— Master Permit No. Phone#: Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: City: 14.2 ) I co s!- Miami Shores County: Miami Dade Folio/Parcel #: - 310 1— oi..t - 0 1.O Zip: 3313 S Is the Building Historically Designated: Yes NO CONTRACTOR: Company Name: CcAli Ell Address: 227170 SL.J 111 CA-- City: LAW w► t State: Zip: 3311v Qualifier Name: ILL eu 611401, ei Flood Zone: Phone #: a t$ • 7 tot Phone #: 'IoC a`C ' 2 State Certification or Registration #: C. C C t3213 it Contact Phone#: t a'4 b • S 1',4 Email Address: Certificate of Competency #: wi:cf DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ //'a ,OUi) Type of Work: 13Addition UAlteration Description of Work: Square/Linear Footage of Work: 43/Repair/Replace New /boa UDemolition I/btis le Ifs trin Fees******************************************** Submittal Fee $ Permit Fee Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 01 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR 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 approves > :. : 'on fee will be charged. .ioSignature ' Owner or Ag The foregoing instI3 mgJ;t was acknowledged before me this ('''I ( stite-V4* uarnel Coat ., r l (' day of, r ,, , ISSION#D . ,� , , 1 who is personallg SR'' �� duced) 'Sane WWW. o NOTAR1:com -° As identificati and , Iid take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: The foregoing ins '.v is ac1 rx before me this day of �? CAI ION#DD✓t 75768 m� ���'• EXPIRES: MAR. 30 who is personally kftlitVinomvalakillvded as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: *+ x***+x*x: **** * *******m***u ******** **m +x*** * ** * *** * ** ******:x******* ** ****+x+x*x::x*** **** * **** ** ** *x:**+x******* ***** APPROVED BY agfo /,®/A Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO.KRI". -TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: STATE OF Ft. 1 HEREBY CERT7P flistaWn t 1 111111 11111 11111 11111 11111 11111 11111 1111 1111 CIF N 201. 1RO74- 0835 OR Bk 27181 Ps 1113f (ips RECORDED 11/02/2011 13:10:02 HARVEY RLIIVINy CLERK. OF COURT MIAMI- DAAD'E +OLINTYr FLORIDA LAST PAGE COUNTY OF DADE that this It ej.ue copy of ha THE UNDERSIGNED hereby gives notice that improvements will be madeIM ro'8r° property, and in accordance with Chapter 713, Florida Statutes, the follotib tin' is provided in this Notice of Commencement. By 1. Legal description of property and street/address: 2. Description of improvement: day al A D 20_4— Meld Seat v Co�wfa 7 7i- D.G Space above reserved for use of recording office M kyvvt Sln 2 1 " (,-e,- iron 414, -o 4-1(.c . 131 3. Owner(s) name and add( ss: kJ (t OA 1 ?✓tlf_14 Cv1A-4,11 ((Z ow tot) vt- t 'VI,o✓Cs'r 3313 Interest in property: Ii. Si p t (,� ` t' Name and address of fee simple titleholder: a(R tM r c)wp.? `� &%1A-71-1044 Hi- et t 1) 'k 14 t"" 1 SL tts ,S7 3)O 4. Contractor's n e+ addr $s and phone number: t, ,Surety: (Payment bond required Name, address and phone number: mount 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: owner from contractor, if any) B. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: k9. 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 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 ! s_..,:._. NCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COM Signature(s) of Prepared By Print Name Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrumr4 as ackn By 7i -6c-L rector /Partner /Manager Prepared By Print Name Title /Office ledlged before me this day of pjaa- ❑ Igdividually, or ❑ as for ersonally known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perj _ - I have read the foregoing and that the facts stated i ' eto the b . of my knowledge and belief. Signatt4r)w r(s) or2t By 123.D1.52 PAGE 3 3/10 (s)'s Aut a • riar•; -V) . Of, :, 4 1 d Officer/Director /Partner /Manager who signed above: rto 1ir2uA4-14 27:1 Spa 1.7 ( d't t4,4., i , 0- 33/1° By Miami Shores Village 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. J COPY OF QUALIFIER'S STATE LIC CARD B. / COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTION) 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: CAI tip BUSINESS ADDRESS: '24-10D 9-,> (•2 c4 CITY lLiken41 STATE f- ZIP CODE 33110 BUSINESS PHONE: ( 3o( ) i.-1t -1A4/1 FAX NUMBER ( 10C) 207 CELL PHONE ('b( ) (i` '64 QUALIFIER'S NAME: ILkr14 o aci4 QUALIFIER'S LIC NUMBER: C-C-C_ 13213 B E -MAIL ADDRESS (IF APPLICABLE): L-11tabor(av € (2etcn • Created on 3119109 BY MLDV / RV 3126109 MLDV TAX COLLLEECTTOORR 140 W. FLAGLER ST. FLOOR , FL 33130 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 567320 -8 THIS-IS NOT A BILL. - DO NOT PAY RENEWAL "Rig vo uarADID CONSTRUCTION INC STATE#ECEGGR09365591731 -6 22700 SW 172 CT 33170 UNIN DADE COUNTY OWNER CITY ROOFING AND CONSTRUCTION IN S 19 6 GENERAL BUILDING CONTRACTOR 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 REQUIRED BY LAW. THIS IS NOT A CERTIFICATION OF THE HOLDER'S QUAUFICA- T1ONS. PAYMENT RECEIVED MIAMI -DADE COUNTY TAX COLLECTOR: 08/30/2011 02280032002 000075.00 SEE OTHER SIDE MiAMJ DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR WALK FL 33130 WORKER /S 1 DO NOT FORWARD CITY ROOFING AND CONSTRUCTION INC MARIO FAMADA PRES 22700 SW 172 CT MIAMI FL 33170 11II1111111,., HIM 1111 111111 /1111111 flit 11111111,111u11�,�1 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 622613 -8 BUSINESS NAME / LOCATION CITY ROOFING INC 22700 SW 172 CT 33170 UNIN DADE COUNTY FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 THIS IS NOT A BILL - DO NOT PAY RENEWAL RECEIPT NO. 649070-0 STATE* CCC1327381 OWNER CITY ROOFING AND CONSTRUCTION IN s 1 ySPI96 ECALTY BUILDING CONTRACTOR 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 LICENSE REQUIRED BY LAW. THIS DI NOT A CERTWICATION OF THE HOLDERS GUAURCA- TMONS. PAYMENT RECEIVED MIAMI -DADE COUNTY TAX COLLECTOR: 08/30/2011 02280032001 000075.00 SEE OTHER SIDE WORKER /S 4 DO NOT FORWARD CITY ROOFING INC MARIO FAMADA PRESIDENT 22700 SW 172 CT MIAMI FL 33170 11 Iii/11 11, 111ii1111111111 111111111 III IIIIIIIII1 1I1iiIIIlli�i Pr.dirRfir. CERTIFICATE OF LIAR Leo easseres Come, 773IW s 11ebrrp tan ter. Ft is maw /2 /436 tsi ram 727.037.213$ bwrar: Stub fine Psmjamn tssga'. aet 2739 U S PN}ptay 19 P4 Haiday Ft. 346111 Phone I SS6? INSURANCE -� 1012Tf2849 ; c_a elea�wa+iMrrN maalwiwstwasMIMr mwtfreQdMl fluter, Th C� der .staaet�eerwswaNw Ib— U__+�eoi/rt�!/ ,Nlilaa•alblr� insurers Manama Coverage A tion igMMp lrrwae t teawa E Head amp* primesmass ► soctstanes rotary AM.M1 /1s.1�rw Om. iNirlism Imam Carraq� =11111■wltirasr �►badnq OM* Pon OPas rswrr.s eft* Mono Me Amara 01/812011 01R31R812 oar 241601 CI► Roofing out Construction tnc. du MIAMI SHORES VILLAGE BUILDING DEPTARTMENT 10050 N.E. 20 AVENUE MIAMI SHORES, FL 33138 STATE DEPAR CONST 1940 TAL OF FLORIDA NT OF BUSINESS AND PROFESSIONAL REGULATION UCTION INDUSTRY LICENSING HOARD (850) 487 -1395 ORTH MONROE STREET SSEE FL 32399 -0783 FAMADA, CITY ROO 22700 SW MIAMI Congratulations! With thi Floridians licensed by the Our professionals and bu boxers to barbeque resta Every day we work to imp For information about our There you can find more i impact you, subscribe to Department's initiatives. Our mission at the Depa constantly strive to serve Thank you for doing busin RIO ING INC 172 COURT FL 33170 license you become one of the nearly one million epartment of Business and Professional Regulation. nesses range from architects to yacht brokers, from ants, and they keep Florida's economy strong. ve the way we do business in order to serve you better. ervices, please log onto www.myfloridalicense.com. formation about our divisions and the regulations that partment newsletters and learn more about the ent is: License Efficiently, Regulate Fairly. We ou better so that you can serve your customers. ss in Florida, and congratulations on your new license! DETACH HERE 3AICiH1 NUMBER iittz ACCORD THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HO CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORRED SENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. I the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, s rid conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights hQtdor In lieu of such endorsement(s). CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDW 10/27120 uc Presidential Insurance Services, LLC 2665 South Bayshore Drive 4220-16 Miami, FL, 33133. NSUREO City Roofing, Inc 22700 SW 172nd St, Miami, FL 33170 Jeff Lampert CMG, MI; 305-423-0351- 305-423-0350 FAx PHONE ADDRESS: jeffeinsurancequotelive.com INSURERI,S) AFFORDING COVERAGE INSURER A Preferred Contractors Insurance Company INSURER B INSURER C: INSURER D: INSURER E : INSURER ; RAW 0 B IR* VM M rl 1 11-1 I ie. lIU.flS. IS S TO CRTIFY ThAT THE POLICIES OF INSURANCE LI I tD BELOW HAVE BEEN SSUED TO THE INSURE NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION 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 CONDITIONS OF SUCH POLICES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS 1INSR WM ' POLICY NUMBER pate* EPP • TYPE OF INSURANCE 1LOOLAIUBRI fMMIDOCYYYY) , 4 ■ MOTS I GENERAL Lemur( , A — X COMMERCIAL GENERAL LIABILITY CLAIMS.M4DE ; X OCCUR i CH OCCURR NCE 1,000,000 • 7. • • TO 11 TreirM.1_ I , 50 7 MED EXP IAN one person) PEPSONAL S ALW hipy $ , $ 1,000,000 PC76190 8/7/2011 817/2012 • GENERAL AGGREGATE FF °DUCTS - COMP/OP AGG S 2.000,000 S 1,000,000 , GENt. AGGREGATE LIMsT APPLIES PER X CY PR°1: LOC $ AUTOMOBILE LIABILITY ANY AUT1D — ALL CANED - SCHEDULED NON-OWNED titRED AUTOS AUTOS F--- CCMSNED SINGLE L Mfr t Ea sop-dem, s nolo N,ILAY UPer parsonr $ BODILY INJuRY1Per =Warn% 4 PROPERTY DAIVAGE $ BREUA UAB I OCCUR "‘' EXCESS UAS ^ cums.kt,k0E ■ L--- , EACH OCCURRENCE — AGGREGATE $ f RETENTION S ENSATION unteurr Y / N , ` WC STATU• 1 - j TORY LIMITS ,. EL EACH ACCIDENT , R/PARTNER/EXEC ORCERJM$BER EXCLUDED N 1 A E L DISEASE - EA EMPLOYEE $ IMandatory In NH) If yes. dosate unCer DESCRIPTION OF OPRAflONS b�w . EL. - POLICY Lima DESCR1ON OFOPERATIDNS I LOCATIONS / VEHICLES (Attath ACORD 101, Additional Remails Schedule, 11 more ea ts Amstrad) CERTIFICATE HOLDER A N Miami Shores Building Department 10050 NE 2nd Ave Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED RE TA ACORD 25(2010(08) The ACORD name and logo are registers ACORD CORPORATION. All rights reserved. s of ACORD ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. Process No. Contractor's Name Job Address .1 ill, OCT 3 1 2011 ir M.4- 1(-1 2 IU) Its C - xLow Slope ❑ Mechanically Fastened Tile X1 Mortar /Adhesive Set Tile fsphaltic ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes hInIes XPrescriptive BUR -RAS 150 ROOF TYPE ¥Reroofing ❑ Recovering ROOF SYSTEM INFORMATION ❑ Repair ❑ Maintenance Low Slope Roof Area (SF) /S-6 Steep Sloped Roof Area (SF) /1/ Total (SF) boo .Section R (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 30 FLORIDA BUILDING CODE — BUILDING tw F M A IC Z A V n 1i S h res D� _DG Dl=i I(CT11 Village DATE /1/054 ^11TI -I Al I_ FEDERAL I, II ATIONS ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA ") System Manufacturer: Product Approval No.: Ci Wk 1"(s -cY 14k(S 0 1- 1211• Di' 61 43 Design Wind Pressures, From RAS 128 or Calculations: Pmax1Y1 Z Pmax2 -$1-°6 Pmax3:- Max. Design Pressure, from the specific Product Approval system: Deck: Type: Gauge/Thickness: Slope: ¢KtA, SIct 1/2 t- Anchor /Base Sheet & No. of Ply(s): Anchor /Base Sheet Fastener /Bonding Material: Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener /Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener /Bonding Material: Base Sheet(s) & No. of Ply(s): 1Sit Ct tF aiftSS Base Sheet Fastener /Boding aterial: Ply Sheet(s) & No. of Ply(s): V.A..cc ✓big, 70 Ply Sheet Fastener/ Ming M,atlerriaal: Top Ply: la laf4( S-14-4 ( Cce Q,e Top Ply Fastener /Bondingtrieri t(: I FLORIDA BUILDING CODE — BUILDING Surfacing: Fastener Spacing for Anchor /Base Sheet Attachment: Field: " oc @ Lap, # Rows 2- © 1 " oc Perimeter: Iv " oc @ Lap, # Rows (4 @ 6 " oc Corner: b " oc @ Lap, # Rows @ I� " oc Number of Fasteners Per Insulation Board: Field Perimeter Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Om Cy -k -�� oerF CI _...4%1.3` A FT • '116 C144.britu. �% A • FT Parapet Height 10 Mean Roof Height ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section 0 (Steep Sloped Roof System) Roof System Manufacturer: C' n f_+, vica Notice of Acceptance Number: 1 l — OD,i . 01 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations P1: utc ( P2: 1% Co P3: lit,- %/ Maximum Design Pressure (From the Product Approval Specific System): Rooj, Slope: �} : 12 Steep Sloped Roof System Description Deck Type: AD t�i,¢,2 C4�t� c, to e Type Underlayment: Insulation: Fire Barrier: Ridge Venljon? Ioki Mean Roof Height: 1 (i Fastener Type & Spacing: Las iit a f Adhesive Type: Type Cap Sheet: Roof Covering: Type & Size Drip Edge: \ Ucdt bo "loulott L 5alr.Gvil73 FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Spctinn F (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. `rr Method kill (1) Based Tile Calculations Per RAS 127" (pi ,Lic. 1 x ? . 2 Z i�2q- t (1) - Mg: t0.ltl( = Mrt t- 1 Product Approval Mf C di (P21 b, ( 2 x a .1 2 =2 t ) - Mg:(6.6( = Mr21< . CI Ia Product Approval Mr t4(, (P3: (Lb'Z x . Z12-32114 ) - Mg: (OAK = Mr3 i (0 •'(t Product Approval Mf Method 2 "Simplified Tile Calculations Per Table Bellow`" Required Moment of Resistance (Mr) From Table Below l4 •4 Product Approval Mr 14 Mr required Moment Resistance* Mean Roof Height --> Roof Slope ,, 15' 20' 25' 30' 40' 2:12 34 4 36 5 38.2 39.7 42.2 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the file attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" (P1 (P2: xL = xL xw:= )-W: x cos 0 =Fr) xw:= ) -W: x cos0 =Fr2 tv • a - F .. Product Approval F' Product Approval F' Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure PI 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 2 Product Approval Restoring Moment due to Gravity hqg Product Approval Attachment Resistance Mr Product Approval Required Moment Resistance Mg Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. FLORIDA BUILDING CODE — BUILDING 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 govem 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. 17/71/1 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). 3. 7,4)11 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. 4. —TPA 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. 77 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. 6. 4TA 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. l t 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 result in exten. le ervice life of the roof. f jb Owner /Agent's Signature / Date Revised on 7/9/2009 LD c27 Contactor Si•n 1641 / Date Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: Property Address: 111044/ V /Op-ed ,�l�tlOdt l pit MO /0 `4 Date: Roofing Permit Number: Dear Building Official: I clr� JL1 /('( certify that I am not required to retrofit the roof to wall connections of my building because: ❑ The just valuation for the structure for purpose of ad valorem taxation is Tess 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 ou rida Building Code (1994 SFBC) Signature Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this glitz day of \\ c21 ( kif p``y �:Geo�I D Y. fuel 0,, 0 ,; oCAMM •�10N #D' :7511 : S:M ', r 3 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 Rain 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 throygh 19. The submitted documentation was reviewed by Jorge L. Acebo. (3 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" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply, Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield® Non- Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® Heat- We1dTM Smooth or RUBEROID® Heat- WetdTM 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 Ply"' 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 PlyTM 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 PA" 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 psf, 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 psi; 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 ps, f; See General Limitatiion #7) MIAMI. • . DE • NTY APPROVED 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 -TecTM #12 standard, #14 or # 15 Screws and 3" Drill-Teem steel plate or Drill -TecTM AmuTrac 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 117) Ply Sheet: ,1 One or more pile, __ AFGLAS® PLY 4, #80 ULTIMA, RUBEROID® MOP Smooth or ' 1: ERO ® 20 adhered in a full mopping of approved asphalt applied within e EVT r : , ._ a rate of 20 -40 lbs. /sq. Cap Sheet: (Optional) One ply o �!M® 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 Buster", MatrixTM 103 Cold Process Adhesive applied at a rate of 3 galfsq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral Surfaced Capsheet adhered in a full mopping 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 Buster", 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° Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 galfsq 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 PIyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum !" Dens DeckTM or %2" 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 minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F`) value of 275 Ibf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 Ibf. insulation attachment shall not be acceptable. 6. 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 (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. 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 , • a au APPROVED NOA No.: 074219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 MIAMI•DACN COJNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 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.mlannidade.gov/bulldine! 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 (.n. 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: Malibu Concrete 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 renews NOA #06- 0526.09 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.:11- 0321.01 Expiration Date: 10 /05/16 Approval Date: 05/12/11 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofing Tiles Concrete 1. SCOPE: This approves a system using Eagle Roofing Products Malibu Concrete Roof 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 by Arulleaant Dimensions Malibu Concrete Tile 1= 17" w= 12'/4" Y2" thick Trim Pieces MAAM!. . APPROVED CO 1= varies w = varies varying thickness Test Specifications TAS 112 TAS 112 Product Description. Low profile, interlocking, high pressure extruded concrete roof tile equipped with three nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes,-ridges and valley terminations. Manufactured for each tile profile. NOA No.:11- 0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 2 of 7 2.1 EVIDENCE SUBMITTED: Test Aaeney PRI Construction Materials Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Professional Service Industries, 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. Test Identifier PRI06178 Test Name/Report TAS 112 7161 -03 Static Uplift Testing Appendix III TAS 102 & TAS 102(A) 7161 -03 Wind Tunnel Testing Appendix II TAS 108 (Nail -On) P0402 Withdrawal Resistance Testing of screw vs. smooth shank nails 94 -060B 94 -084 P063I -0I Letter Dated Aug. 1, 1994 224 -47099 25- 7094 -1 25- 7094 -7 25- 7094 -4 Project No. 307025 Test #MDC -76 25- 7183 -1 25- 7183 -2 Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 101 (Mortar Set) Wind Tunnel Testing TAS 108 (Mortar Set) Wind Tunnel Testing TAS 108 (Nail -On) Physical Properties TAS 112 Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, New Construction) 0 Static Uplift Testing TAS 102 (4" Headlap, Nails, Battens) Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Wind Driven Rain TAS 100 Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik- Drive. Screws, Battens) Date 08/23/06 Dec. 1991 Dec. 1991 Sept. 1993 March, 1994 May 1994 July 1994 Aug. 1994 Sept. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 NQA No.:11- 0321.01 Expiration Date: 10 /05/16 Approval Date: 05/12/11 Page 3 of 7 The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 25- 7214 -2 25- 7214 -6 528454 -2 -1 520109 -2 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Calculations Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing TAS 101 Two Patty Adhesive Set System 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Aerodynamic Multiplier Restoring Moment Due to Gravity March, 1995 Sep. 1998 Dec. 1998 April 1999 March 1995 February 1996 April 1996 December 1996 Sep. 2006 Sep. 2006 3. LINIITATIONS: 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 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. NOA No. ;11 -0321.01 Expiration Date: 10 /05/16 Approval Date: 05/12/11 Page 4 of 7 4. INSTALLATION 4.1 Eagle Roofing Products LLC Malibu Concrete 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 (I x w ) Tile Profile Weight -W (lbf) Length -I (ft) Wldth -w (ft) Malibu Tile 9.5 1.417 1.04 Table 3: Restoring Moments due to Gravity - Mg (ft4bf) Tile Profile Table 2: Aerodynamic Multipliers - X fts) 5 ":12" Tile 7":12" or greater A, (ft3) X. (ft3) D,i �ct Deck% Profile Direct Deck Batten Application Direct Deck Application Malibu Tile Direct Deck Battens 0.305 0.282 Table 3: Restoring Moments due to Gravity - Mg (ft4bf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7":12" or greater Malibu Tile Battens D,i �ct Deck% Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.30 6.65) 6.21 6.54 6.08 6.41 5.93 6.25 5.77 6.08 Table 4: Attachment Resistance Fastener Type Expressed for Nail -On Systems Direct Deck (min 15/32" plywood) as a Moment - Mt (ft -lbf) Direct Deck (min. 19/32" plywood) Battens Tile Profile Malibu Tile 2 -10d Ring_Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.8 7.1 1 #8 Screw 25.8 26.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24,3 24.2 1 -10d Smooth or Screw Shank Nail (Eave CH 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 43.0 67.5 50.9 1 Installation with a 4" tile headlap and fasterners are located a min. of 2W from head of tile. NOA No. :11- 0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 5 of 7 Table 6: Attachment Resistance Expressed as a Moment Mt (ft-lbf) for Two Pa Adhesive Set S stems Tile Profile Tile Application Minimum Attachment Resistance Malibu Tile Adhesive' 26.13 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoamn Product, Inc. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - M1(ft -lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Malibu Tile Polyfoam PolyProTM 86.61" Polyfoam PolyProTM 45.56 4 Large paddy placement of 54grams of PolyPro' . 4 Medium paddy placement of 24grams of PolyProW. 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 ". EAiLifr FLORIDA MALIBU CONCRETE ROOF TILE LABEL, SUMTERVILLE. PLANT (LOCATED ON UNDERSIDE OF TILE) NOA No.:11- 0321.01 Expiration Date: 10 /05/16 Approval Date: 05/12/11 Page 6 of 7 Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Malibu Tile Mortar Set' 20.60 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 ". EAiLifr FLORIDA MALIBU CONCRETE ROOF TILE LABEL, SUMTERVILLE. PLANT (LOCATED ON UNDERSIDE OF TILE) NOA No.:11- 0321.01 Expiration Date: 10 /05/16 Approval Date: 05/12/11 Page 6 of 7 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 MALIBU CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.:11- 0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 7 of 7 GAP MATERIALS C r P 1361 ALPS RD WAYNC, NJ 07470 U "Ruberold 20' or' ,x.10 Mo V-in. thick (mhtnum Roofboard' may be u (15/32 -in. mhirltum) 'DensDeck OuraGua below the overbyme psum ha f Roo ard. Multiple plies of 'GAF Ply "DensDeck DuraGua .i Roo "EnergyGuard Ultra' :' .' acce "GAP Stratavent Elan or Ve systems. " GAFGLAS Perlte Inca, 'bn' m Unless otheiwise in •' - •, the of the following Class tbns References to glass fb insula Type G2 asphalt glass glass fber pN sheet (' The roof deck may f1rS Stratavent Einhator As an option Type G2 Venting Base Sheet (N ply In the following sys Bottom ply or base s Unless Otherwise indite "GAFGLAS Flashing" or When 'aerate' is refere Crushed stone or slag Structural cement fber The use of gypsum bo acceptable alternate fo The use of poystyrene alternate for poykocy " EnergyGuard RA' or ClassViatbns. Trumbull "Perna Mop` " GAFGLAS i80 Prem " GAFGLAS Flex Pty 6' a;• "Tn' "GAFTEMP PernaRe R -.. ver at bas TGFU.R1306 Roofing Systems Roofing Systems R1306 Sled Base Sheet' may be utilized as an alternate to Type G2 base sheets In any of the following Classakatfons. and er 1/4-In. thick (min) G•P Gypsum Corp. "DensDeck ® Roofboard,' 'DensDeck Prime® Roofboard" or 'DensDeck DuraGuard TM exitI g noncombustible deck Classification. When this is done, the resulting roofing system Is acceptable for use over combustble . However, the butt joints In the gypsum board and G -P Gypsum Corp. 'DensDeck 0 Roofboard,' "DensDeck Prime® Roofboard° or are are to offset a minimum of 6 -in. with the butt joints in the roof deck. If polystyrene is part of the roof system, R must be placed or "Tii -Ply Ply 4", or 'Ply 6" may be adhered to G•P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard' or ard" L hot roofing asphalt. table alternate to ' EnergyGuard" in any applicable Classification. bog ea4e Sheet (Mailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof y be utilised as a cover board over "EverGuard' Insulation in any of the following systems. chide' nergyGuard EPS Insulatioof In#ulatbn Is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polystyrene referenced In any n ". n inclbde'EnergyGuard Fiberglass Insulation ". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT sheet +('GAFGLAS *75 Base Sheet" or "Trl -Ply #75 Base Sheer, or " GAFGLAS :80 ULTIMA ") Is a suitable alternate for Type G1 asphalt Ply 4" or'Trl -Py Ply 4 ", or "GAFGLAS Pty 6 ") In the Class A, B or C roof systems indicated below. red wqh one ply Type G2 asphalt saturated glass mat base sheet "GAF Stratavent Eliminator Venting (Perforated)" or "GAF se Sheet (Namable).' Perforated to be loose laid or mopped and nallable to be mechanically attached granule Sheet downre ss mat base sheet (' GAFGLAS #75 Base Sheet" or "Trl -Ply s75 Base Sheet" or " GAFGLAS #80 ULTIMA" or 'GAF Stratavent Eliminator ay be substituted for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "Trl -Ply Ply 4" or " GAFGLAS Ply 6') as the nailed base solid mopped, spot mopped or mechanically fastened. ulatbhs may be hot mopped or mechanically fastened. may be used for flashing In any of the Class A, B or C systems listed below. incfudes'GAFTEMP PERMALITE®' or any other UL Classfled petite Insulation. le altetnates for gravel In any of the Class A, B or C systems listed. nits ate considered suitable to be Included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. any of the following Class A, B or C systems does not adversely effect the rating. The use of th-in. minimum gypsum board is an n ova! C-15/32 decks, board between minimum 114 -In, thick perlite board and deck with rosin paper ( petite /rosin paper /poystyrene/perRe) is a suitable oard in the following Class A, B or C systems. nergyGuard RA" or " EnergyGuard Composite RA' may be substituted for any Atlas poyisocyanurate insulation In any of the folowing tgbediwlth any of the following "Asphalt Felt Systems with Hot Roofing Asphalt'. hear may be used in any of the following systems. y Ultrq-Flexbk3 Ply 6" are suitable alternates to "GAFGLAS Ply 6 ". ard' May be used h lieu of any perllte insulation In any of the following NC Classifications. of the `Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fbeshleid MB" at 21/2 to 3- gaV100 -ft2. used bs an alternate to 'Ruberold Mop Smooth" or "Ruberold 20" Class A,IS and C organic and glass felts or modified bitumen membranes. membrane may be used in lieu of'Rubero id stop" SBS products In any applicable Classification. Class A Unless otherwise India • d, a "Ruberold 0ualSmooth" ay Hot roofing asphalt, for se wit "Ruberokl Heat Web' -. - too 1. Deck: C•15/32 Insulation (0 • • nal) 1 Qf 2 Incline: 3 — One or more layers petite Or wood fiber or glass fiber or poyisocyanurate or urethane or perlte /PoNlsocyanyrate sompgele or 2/17/2010 8:12 Al 1'(1it'•U.K1306 - Rooting S i of 2 Perim Ply Sheet: Surfacing: 2. Decks C -15/32 Insulation perte/uret Ply Sheets Cap Sheet: 3. Deck: NC Insulation composite, P Sheets p 4. Deck: C -15/32 sne ( Base Sheet Ply sheet: cep sheet: 5. Decks NC Base Sheet Ply Sheet: Cap Sheet: 6. Deck: C -15/32 Insulations in. min (offs Base Sheet Membranes 'RuberoW M Modified Gre Cap Sheets 7. Deco C -15/32 Insulation ( pertte/ure Base Sheet Ply Sheet Membranes "Ruberold M Nodded Ore Cap Sheet: ems com ree o raveL http: / /database.uI .com/cgi- bin/XYV /template /L1SEX 1 / 1F'KAME/shc Ee orwooe roer poyaocyenurate composite or pnenooc, any cncxness. more plies Type 01 or " GAFGLAS Ply 4" or "Tiff -Ply Ply 4° or ` GAFGLAS Ply 6° hot mopped. Incline: 2 lona)) — Or* or more layers petite or wood fiber or glass fiber or poytsocyanurate or urethane or pettte/poytsocyanurate composite or com ste oriwood fiber /poylsocyanurate composite or phenolic, any thickness. e o • more plies Type Gl or " GAFGLAS Ply 4" or'Tn -Py Ply 4" or "GAFGLAS Ply 6 ". ne p Type 03 "GAFGLAS Mineral Surfaced Cap Sheet" or "Tr-Ply Mineral Surfaced Cap Sheet'. nal d fiber wo or •nep lone One ne or One p One ne or ne p ne or m One One o rant: r"or ype Incline: 2 — Ore or more layers perate, wood fiber, glass fiber, poylsocyanurate, urethane, pertte/poylocyanurate composite, perlite/urethane poykdcyanurate composte, phenolic, 2 -In. maximum. ore p Type GI " GAFGLAS Ply 4" or "Trl -Pty Ply 4 ", " GAFGLAS Ply 6`. Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "I'd-Ply Mineral Surfaced Cap Sheet °. Incline: 1 — Red rosin paper, nailed to deck. Type G2 " GAFGLAS s75 Base Sheet" or "Trl•Ply #75 Base Sheet" (may be nailed). ore pies Type G1 " GAFGLAS Ply 4" or "Tri -Pty Ply 4" or GAFGLAS Ply 6 ". Type 43 " GAFGLAS Mineral Surfaced Cap Sheet" or "Tn•Py Mineral Surfaced Cap Sheet ". Incline: 3 G2 " GAFGLAS e75 Base Sheet" or "Tr. .•y o75 Base Sheet ". ore p s Type G1 " GAFGLAS Ply 4" or "Tn -Pr; .y 4" or " GAFGLAS Ply 6". Type 3 " GAFGLAS Mineral Surfaced Cap Shea" or "Trl -Ply Mineral Surfaced Cap Sheet ". Incline: 2 ore layers petite, glass fiber, poyisocyanurate, urethane, perllte /poMsocyanurate composite, perite /urethane composite, phenolic, 1.0 m of 4-in. from plywood deck Joints). more: lies Type G3 or Type 02 or Type G3. more Plies " Rubero ld Torch Smooth" or Ruberold Torch Granule' or " Ruberold Torch Granule Plus" or "Ruberold Mop Smooth' or " or " Ruberold Mop Plus Granule' or "RoofMatch SOS Modified Granular" or "Tri -Ply SBS Modified Bitumen Membrane` or'RoofMatch APP n Py IP -4G" or "TM-Ply TP -4" or " Ruberold Cual Smooth ". " GAFGLAS Mineral Surfaced Cap Sheet' or "r ••Ply Mineral Surfaced Cap Sheet" hot mopped. CC ionai comp Two na One o Granu r" or Type Iodine: . s • Obe or more layers perlite or wood fiber or glass fiber or polylsocyanurate or urethane or perlite /poylsocyanurate composite or site o wood fiber /poytsocyanurate composite or phenolic, any thickness. r more plies Type G2 or Type G3. Orie or more plies Type G1. more plies " Ruberold Torch Smooth" or "Rub -'old Torch Granule" or "Ruberold Torch Granule Pius" or "RuberoW Mop Smooth' or " or " Ruberold Mop Plus Granule' or "Roo fMa: i SOS Modified Granular" or'Trl -Py SBS Modified Bitumen Membrane' or'RoofMatch APP ri- Ply ITP -40" or'Trt -Ply TP•4" or " Ruberold L di Smooth ". 3 ' GAFGLAS Mineral Surfaced Cap Sheet' or ° •I -Py Mineral Surfaced Cap Sheet" hot mopped. 8. Deck: NC Indine: : Insulation Base Sheet Ply Sheet: Cap Sheets Su fadngs 9. Deck: C•15/32 Insulation perte/ure. Ply Sheets Cap Sheets 10. Dade: NC I � Insulation perlte/uret Ply Sheets Cap Sheets 11. Deck: NC Base Shea Ply Sheets Cap Sheet: na One ne Or Type Flresh tIona COT "Erie ions corn wo 0 "Ene One ne o "� s — Petite or glass fiber or poyisocyanurate c wood fiber or mechanic *y fastened, any thickness. r mo piles Type G2, "GAFGLASS #75 Base meet° or "Trl -Ply #75 Base Sheet ". ore Iles Type G3 " GAFGLAS Ply 4" or "Trl -I' ry 4" or " GAFGLAS Ply 6°. 3 "GA GLAS Mineral Surfaced Cap Sheet" or . ii•Py Mineral Surfaced Cap Sheet° hot mopped. Id MB"Iappled at 2% to 3.0 -gaL /100 -ft2, Incline: : — One or more layers perlite or wood fiber . site or wood fiber /polylsocyanurate compost r more piles Type 01 " GAFGLAS Ply 4° or "Tri- Cap I•ilnerel Surfaced Cap Sheet ". `; Incline: r -- Oise or more layers perlite or wood fiber • • site or wood fiber /poylsocyanurate compose: more lies Type 01 " GAFGLAS Ply 4" or "Tn -P:. Cap Mineral Surfaced Cap Sheet. • Incline: . yTyp G2 'GAFGLAS #75 Base Sheet` or "1 more Plies Type G3 " GAFGLAS Ply 4" or "Tri•i ap Mineral Surfaced Cap Sheet ". ;uss fiber or poylsocyanurate or urethane or perlte /poytsoeyanurate composite or r phenolic, any thickness. . Ply 4" or " GAFGLAS Ply 6'. ;ass fiber or poylsocyanurate or urethane or perllte /poylsocyanurate composite or or phenolic, 2-In. maximum, Ply 4" or " GAFGLAS Ply 6 ". r75 Base Sheet". 4" or "GAFGLAS Ply 6 ". 2/17/2010 8:12 MMAMNIaADE COUNTY rip 'X C• ? VI t 2.- ' L NOV 0 2 2011 y._ MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION RR �/� T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) �i-- www.miemidade,aov /building/ Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 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 pmduct 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: PoIypro 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 Tigera. NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® A11160 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® 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 Polypro ill AH160 Foampro(J RTF1000 ProPack® 30 & 100 Dimensions Test Specifications N/A TAS 101 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 tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs. /ft.3 18 PS1 Parallel to rise 12 PSl Perpendicular to rise 28 PSl 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. MIAMI.DADE COUNTY APPROVED NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 2 of 7 EVIDENCE SUBMITTED; Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b{1) ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LINIITATIONS: 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 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. F� MS F -W 2 MIAMI•DADE COUI4IY APPROVED NOA No.: 11-0124.04 Expiration Date: 05/10 /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 Polypro® 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® 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. Polypro@ AH160 roof tile adhesive and its components shall be installed in accordance' with Roofing 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' approved 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® 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 Polypro® AH160 has been dispensed. 9. Polypro® AH 160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 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. MIAMNDADE COUNTY APPROVED 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 Nall through plastic cement Undsdayment 1 Fascia Eave coarse only: Keep adhesive approx. 4 ha. up from weephoies Nail through plastic cement Undarlayment Paddy (Beneath Tile) 10 In. EevNCemsa Eave course only. Keep adhesive approx. 4 in. up fromweupholes MIAMI•DADE COUNTY APPROVED Fascia Ears Closure Nall through plastic cement Underlayment 1 Paddy (Beneath TIN) 10 In. R in Eon Come Eave course only: Keep adhesive approx. 41n. upfromweapholes Fascia Weepimb Eave closure Drip edge 1) Place enough adhesive to achieve 1T to E3 square Incline In contact with the pan tile 2) Turn 1 hi. From upside down. edge offccovaetle. In. Then install tho tile. Urrderlayment Options 2x4sfor steep p tch applications Nail through plastic cement Remo top portion of the ears course cover tile. Abut to second course of pan tiles. Ensure cave end of pan end cover tiles are flush at nave Eno. Eave closure (mortar shown) Weephole pantie Sheathing Optional Potahe; Nader en longlludlnd edges alb 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 Nall through plastic cement Underlaymen' 1 Paddy (Beneath Tlle) T In. 2 In. Ease Course Fascia Weephob Ease closure Drip edge Paddy (Beneath Tile) IMIAMISDADE COUNTY 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 Nall through plastic cement Paddy (between tile) Paddy (under tile) Single paddy fil'in. xx 3I n. under tile Single paddy on under- layment Single paddy on top of the E a course in. X7 In. medium else paddy eave Fascia course only Nall through plastic cement Nall through plastic cement Underlayment Single paddy under tile Single paddy between tile 2 in. x 71n. medium else paddy eave course only } In.x 3 in. Single 41n. paddy on under. layment Single paddy on top of tile East Course Fascia Weephale Eave closure Drip edge Single paddy between tile 3 .x3 in. 4 In Single paddy on underlayment Single paddy on top of tile Ease Coarse Ease Closure 2 In. x 7 in. medium size paddy save course only Fasca END OF THIS ACCEPTANCE MANMADE COUNTY APPROVED NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 7 of 7