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RF-11-1615Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 164005 Permit Number: RF -8 -11 -1615 Scheduled Inspection Date: October 07, 2011 Inspector: Bruhn, Norman Owner: SIGMON, OPAL Job Address: 134 NW 94 Street Miami Shores, FL Project: <NONE> Contractor: ZARA INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Repair Roof Phone Number Parcel Number 1131010330760 Phone: 305 - 8564123 Building Department Comments REPAIR LEAKS AND SEAL AT VALLEYS ONLY Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments October 06, 2011 For Inspections please call: (305)762 -4949 Page 4 of 15 1 Protect Address Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 134 NW 94 Street Miami Shores, FL 1131010330760 Block: Lot: OPAL SIGMON 1 Owner Information Address Phone CeII OPAL SIGMON 134NW94ST MIAMI SHORES FL 33150 -2240 1 Contractor(s) ZARA INC Phone 305 - 856 -6123 CeII Phone Valuation: Total Sq Feet: $ 3,000.00 150 1 Type of Work: Repair Additional Info: Classification: Residential Scanning: 2 , , Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - Repairs Scanning Fee Technology Fee Total: Amount $1.80 $2.00 $2.00 $0.60 $100.00 $6.00 $2.40 $114.80 Pay Date Pay Type Invoice # RF -8 -11 -41908 09/09/2011 Check #: 1942 08/31/2011 Credit Card Amt Paid Amt Due $ 64.80 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Roof Repair Final Roof Roof Review In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I 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. Futhermore, I authorize the above -named contractor to do the work stated. September 09, 2011 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date September 09, 2011 1 Miami Shores Village Building Department Tel: (305) 795.2204 Fax: (305) 756.8972 Cl. 1 C 1 1 "' INSPECTION'S PHONE NUMBER: (305) 762.4949 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING C ROOFING OWNER: Name (Fee Simple Titleholder): i L_ ' „Z7r, _ Phone #: Address: City: 8\ [T..."-1 State: Ft- Tenant/Lessee Name: RECEIVED AUG 31 2011 Permit No. I l \o Master Permit No. Phone#: Zip: ,3`1 Email: - - JOB ADDRESS: 1 ,43 LJ q 4 City: Miami Shores County: Folio/Parcel #: k4 ® 6 ° - 6 Miami Dade Zip: .3".14-1(.) Is the Building Historically Designated: Yes NO 5e1 Flood Zone: CONTRACTOR: Company Name: Phone #: Ca����� s p (��,ei Address: City: .` Qualifier Name: �4 0�y�r1 ?-,a State Certification or Registration #: Certificate of Competency #: Contact Phone #: t� °,` d °' 47) Email Address: ^,e° 1 Yl tl a� ji- DESIGNER: Architect/Engineer: Phone #: Zip: Phone #: Value of Work for this Permit: $ 3, `'3° Square/Linear Footage of Work: ❑New Repair/Rep , ❑Demolition NI Type of Work: ❑Addition Description of Work: E, , ❑Alteration ** **x:** ray* ********, ***** ******* *m **+ x: u*** F,�, e., es�: �u�x�x+ x�xa� *�x�x�x *�x�x�x�x�x�x�x** *** ****�x�x�x�x+x ****�xx *** Submittal Fee $ St 03 Permit Fee $ %CSC/ "`) CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 'IQ .0 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 co encement must be posted at the job site for the first inspection wh;ch occurs; seven (7) days after the building permit is issued. £ the absence of such posted notice, the inspection will not be ov, i a ' a reirz-spection fee will be charged. .40 Signature Signature 0 - r or Agent ontractor The fore ing instrument was ac owledged be, i ore me this, '' The foreg ing iiistfument was acknowledged before me thisre- day o ? , 20 LL, by L , it �. '� day of ' , 201L, b�- ► r = �Q who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUB FC: Sign: Print: My Commission Expires: who is ersohally known tom r who has produced as identification and who did take an oath. NOTARY PUB C: Sign: Print: My Commission APPROVED BY Plans Examiner Zoning Structural Review (Revised 07 /10 /07)(Revised i6 /10/2009)(Revised 3 /15/09) Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. I,f III' �; `J TAX FOLIO NO. 11- as 1-833 -0 -4,t.1 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1 111111 11111 11111 11111 11111 11111 11111 1111 1111 CF-N 2011 80604692 OR Bk 27819 Ps 4543; (fps) RECORDED 09/09/2011 11:08 :36 HARVEY RUVIN, CLERK OF COURT MIAtiI -DADE COUNTY, FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal description of pr perry and street/addr; LAT4- g I h or s or S 151 151—I , T r^- "- ' .. 10"- 6 P101 (4.3 2. Description of improvement: m i R...r�"PAtzr- Q. (. VA-LW/ 5 6 61)-Y 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder. 4. ontractor's name, address and phone numb r: 274 iQ,4 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., i 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. JJ Name, address and phone number. I ° 9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year fiom 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 OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING Ye - NOTICE OF COMMENCEMENT. 01 Signature(s) of Prepared By Print Name Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The fof going ins rumen By la Individually, or ❑ as or Owner(s)' Authorized Officer/Director/Partner/Manager Prepared By Print Name • Title/Office was acknowledged before me this ' -G, day of — 11 kwrUR . ?-6 11 ❑ Personally known, or for ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the fact ated in . e true, to the best of my knowledge and belief. I'! Signature(s) By 1230152 PAGE 9 3/10 ea+ot.•tA a ANACAROLNfAALVARADO x MYCOMMISSIOd # DD760979 EXPIRES: Februaiy 21,2012 tiff, Bolded /To NoblyM Mc t41de11erfoxs r(s) or Owner(s)'s Authorized Officer /Director/Partner /Manager who signed. above: BY STATE OF FLORIDA. COUNTY OF DADE 1 HERE Olt T/FY that this s a true Qj,y of the e on • day of WI NESS HARVEY R •2V 9d ERK, , 'A D 23 OH•c,ai Sear. rr:urt and County Courts D.C. (3I A-CORDr. CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) 08/25/2011 PRODUCER INSURANCE CENTER OF MIAMI -DADE 9901 NW 117 Way Medley, FL 33178 (786) 888 -1215 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC# INSURED LARA INC 420 SW 18 TERRACE MIAMI, FL 33129 I INSURER A GRANADA INSURANCE GROUP X INSURER B: LIABILITY COMMERCIAL GENERAL LIABILITY INSURER C: 12/15/10 INSURER D: EACH OCCURRENCE INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED 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 POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 16611, • . . ' �., , _ POLICY NUMBER POLI Y EF D e., • PO CY 3 ( IRA • N 13,1 {. { v / LIMITS A X GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY GL2007- 759 -01 12/15/10 12/15/11 EACH OCCURRENCE $ 1 000 000 , R • - a ` H PREMI SES (Ea (=Hence) $ 50,000 $ 1 , 000 CLAIMSMADE , $ I OCCUR MEDEXP (Any one person) PERSONAL BADVINJURY $ 1,000,000 $ 1 , 000.000 $ 1 , 000, 000 ■ GENT ■ GENERAL AGGREGATE AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG POLICY ■SET ■ LOC AUTOMOBILE LIABILITY ANYAUTO ALL OWNEDAUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNEDAUTOS I COMBINED LIMIT $ BODILY INJURY (Per person) $ BODILY INJURY (Peraccident) $ PROPERTY DAMAGE (PeracddeM) $ ■ GARAGE LIABILITY ANYAUTO I 1 AUTO ONLY- EAACCIDENT $ OTHER THAN EAACC $ AUTOONLY: AGG $ EXCESS/UMBRELLA LIABILITY i II 1 EACH OCCURRENCE $ OCCUR CLAIMSMADE AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ $ WORKERSOMPENSATIONAND CEMPLOYERS' LIABILITY ANY PROPRETORJPARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? If yes, deseribaunder SPECIAL PROVISIONS below WC S •TH- T E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE: $ E.L DISEASE - POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS! LOCATIONS /VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS MIAMI SHORES VILLAGE 10050 NE 2 AVENUE MIAMI SHORES, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL— DAYS WRITTEN NOTICE TO CERTIFICATE •,.. NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE OBLIGATION D' •r AILRY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENT S. AUTHORIZED S AT�' ACORD25(2001 /08) ©ACORD CORPORATION 1988 ^--• ALC.0 , CERTIFICATE OF L_ IABILITY INSURANCE 5R11FIDAT8 NO. I DATE Acog- 1384407- 75soeo 9 *I25/20t1 12142 pt OF INFORMATION ERTIFICATE OR :1. _ _ pRODUo3�ilt PAt1k Services LLC 141E0 Dallas Parkway 4800 DalI,ae, Ent 78254 (800) 632 -6096 THIS CERTIFICATE IS ISSUED AS A MATTER HOLDER. S CERTIFICATE DOES UNIT AMENDCEXTEND -.: �. �. • : _+ •- _ INSURERS AFFORDING COVERAGE IPISURm: AMS 1 /c /f: SARA, INC. 47.0 S.16. 18TH TERRACE NIAlRx. FL 33129 (305) 856 -6123 Fsxt 13051 288 -1698 INSURER A-. GO) pnion Propeactsr and Casualty risuranCe C INSURER E - _ 1NSURERC I4 4. D' INSURER E • 1 _ c - TOE POLIO(E9 OP INSURANCE LISTED BE10W NAVE BEEN I$0u D TO VEIL INSURE NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY neumsietr, TERM an LITTON OF ANY CONTRACT OR OT ER DOCUMINT WRH MIMI TO WHICH T (8 OORT(RCATE MAT 00102.,21D OR NAY PERTAIN, THE INSURANCE AFFORDED 9Y THE POLI016O DESCRIBED HEREIN IS SUBJECT TO ALL THE T! 8XOLU$(ONB AND OONa4T(ON8 OP MOH POLICIES, AGGREGATE LASTS SHOWN MAY HAVE BAR REBUO® BY PAW 04AMII9. . � r�GL a .7: c . TIP= OF i_ CS J RAI RJABILTTY O01M6ROIAL MORAL UABILTIY 7 CLAIMS MADE occuR GSPn. AGGREGATE LENT APPLIES ?5R �nnLOC AUTOMOBILE L(ADILITV ANY AUTO MINM ALL OWED AUTOS SCHEDULED AUTOS HIRED AUTOS NO1•OWNED AUTOS P NUM EACH OCCURRENCE S FIRM DAMAGE /Anti One WA) 8 MED CAP (My pena+) $ pgggQNAL s ADY INJURY $ OENEAAL AGGREGATE S PRODUCTS - OOTAPJOP AGO $ GARAGE LIABILITY RANY AUTO EXEC$$ LIABILITY OCCUR 1:j0I.ARMGMADE DEDUCTIBLE RETENTION $ woRK8nO COMPENSATION EMPLOYERS' LIABBJTY WC77779990901 OTHER R 04/01/2011 ocesurorn3 SINGLE L@6T wwwwe 4 BODILY INJURY (Per p9me+) 1 BODILY INURY (PmmrJ0en0 3 PROPERTY DAMAGE per **WW1 8 AUTO ONLY - gp ACCIDENT 6 OTHER THAN AUTO ONLY: MAO $ AEG $ *ACM OOOURR5Pls B AGG 1EOATE $ 04/01/2012 X ifysfi 6I EACH =mom $ 100000 0 E.L. L3sPAS5. EA 0MPLQY9E $ 1000000 r.k cagppss. p,3yQy ma 6 1000000 LFAITS LIMITS $ DESCRIP IQN OF OP8RATONBAACATIDNSNBWCLESIEXc `L11B10NS AIMED BY ENOOR8M1EP11MP$CIAI. PROVL9&ON5 1. Coverage certificate XX ins in any employee yp=rpovided the client's account ttis QQiri odd lieges standifl with AMS. Apolieaetoo 100% Of tneeee pfi0yeeea ofpANSOleaaedwto which client ., effective 04/01/2011 to A1K6. „CERTIFICATE BOLDER J AonnloNAL INSURED: INSURER MIAMI SNORES VILLAGE, P:()05) 395 -27.04 Ft 13051 156 -8972 ATTN: PERMIT DEPARTMENT 10060 NE 2 AVE HIAMI , FL 33138 ACORD 25.3 (7/97) SiOULA ANY OP .040 Above oS80RIDED POUOi80 BE CANCELLED BEFORE THE EXPIRATION DATETHEREOP. TNa mom WSUURER WILLENDEAVOEI TOwAtL 30 DAYS WRITTEN NOUCE /0 ME comptoms HOLDER NAMED TO THE AFT. 5(18 FAILURE TO 0050 SHALL 1MPU$5 NO ODYBATIDN OR LIABILITY OP ANY RIND UPON ME INSURER, R'8 AGEN180R Rgp((g$ENTATVEB. AUWOtmD ROMUN ?A TATIYB D CO ACORD ORATION 111R8 AUG 3 1 2011 Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) Miami Shores Village Master Permit No. ProcesE Contractors Name ZARA INCORPORAT,L EPT Job Address 134 NW 94 STREET APPROVED BY DATE ifri9N+NG-DEP T SUBJECT TO COMPLIANCE WITH ALL FEDERAL ❑ Low Slope ❑ Asphaltic Shingles STATE AND COUNTY RULES AND REGULATIONS ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal PaneVShingles ❑ Prescriptive BUR -RAS 150 �? 1-- 9oiS Lxl Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes ROOF TYPE ❑ New Roof ❑ Re- Roofing ❑ Recovering a Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) - 0 - 150 150 VALLEYS ONLY NO GAS STACKS NO MECHANICAL WORK Section 8 (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. ■■■■ S■■■■■■■■ 11■■■■■11■■■ ■ ■ ■ ■••■ ■■■■■■■ ■■ ■11■•■■ ■111■■ ■11■ EMIIII ■■■=■■•v■•w ■ ■■■M •■•■11MEM •■■■■••• 11•••■•■•■!• ■ ■�■ ■11•■ ••.._11■■..••.••..■ 111111111111111111111111 •■•••■•••••■ •••■••• •■••11111•••••••••1111•• ■111111•■ •■•••••••••• 11•••••••1111111•••••••• ■•••■11C:■a• ■••••• ••f21101•■•• •\►A•■ ■•• i■tiaisMreu■ ■a■•• i■■ ■•�••■■••■•••�■• 1111 ■ •11•■ •11■ •11••111111■■ `11•GiiGiili�aiii:l�L• ■■ V`•••�■■■u1• ■•PL••■ ■ AE1 ■i;• /_alal►;d•11•• • ■•►yi•lilirtd'�I ■• ■1.11 ■ ■ ■ ■•1111ma ■■■••■■■ •••••11111M• ■• ■ ■■ ■•■■ 111■■ =■ •••••••••••• 115•••1•:11MMII:C:::: ■ •••■•••••11■ ■ ■ •••• • ■ ■•aN•••■■ ■ ■••■• ■ iiii�iiiiiiuiii ■� iii�iiiiii1.1111 i ••u•�ii..uuuuu..0 ■11 ■••!•■ ■••■■■•11•••• rrTTTrrrrrr'1 1 I ■ ■■■■ ■MI■ENI■■MIll•••■■ ■••••■•••IIIIIII■•I•••■■11 •■••• •r■r ■•M■•■•■ • ■••■MI•MMI••llIM■! ■■■ ■ ■11•■ ■r ■1111111■ ■1••11■■■ ■■ ■■•■•!••I1111111■ •■••••• •1111•■ ■•■=1111■ ■1111111■ •■ •■ iiiiii�i�ii =iiiii 11111•• •=■=11111••=1•1111•■ ■ ■■■ ■•alll■■• •••••11•11 ■1111 ■■■IIM••M•••III•■■•• ■■• ■ ■ ■lIN■■1■11x••11■• ......— •■■•f■—■•■•■ ■■1111■• ∎1 ^T ■1 1■■■■■ ;,'r ■I.. Mil >•► ,1w•■■■•A 'AI :.11 ME ,111111-1111111111111111 1i1•i■1 Ma t 1111111•aw uuu•■ BEIM 11111Iar rt ■11'"'•■•••u rwr 11 '.' �1.:: °e• ■l" t•■■■■ 1..1' .I11 - MI■I •• ■••• AI _J11116.11111111111101•1111•111111 •.iu••1•111•11"111r u! I•■■ Tumor .111 Affi a' '11 11 -111111■1 Uni 'iii lMakr °''> i. irii1■in JC Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: MONIER LIFETILE LLC Notice of Acceptance Number: 07-0711.03 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Pmaxl: -45.1 Pmax2: -78 •6 Pmax3: -116.2 Maximum Design Pressure (From the NOA Specific System): 40.4 Method of Tile Attachment: FOAM (MEDIUM PADDY POLYPRO AH16 0 ) Roof Slope: 3 :12 eck Type: Sloped System D scriptlon 5/8" CDX PLYWOOD ype Underlayment: nsulation: #30 ASTM D226 TYPE II N/A Fire Barrier: Ridge Ventilation? N/A N/A Fastener Type & Spacing: dhesive Type: Mean Roof Height: 11' 6" 1 1/4" RS, TC, GALV Annr a LAPP 7 RCMP 1 HOT ASPHALT Type C ap Sheet: POLYSTICK TU UNDERL4 12 OC ENT oofing Covering: SAXONY 900 FLAT I ONCRETE Type & Size Drip ROOF TILES coLO -THRU WHITE dge: 13 X 3 / 26 GA / NCI Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment -based tile systems, choose either Method 1 or 2. Compared the values for Mr with the values from Mt. If the Mr values are greater than or equal to the Mr values for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment -Based Tile Calculations Per RAS 127" (P,: -45.1 x A 0 313 = 14 - Mg: 8 . 03 = Mrs 6 . 09 NOA Mr - I . g .12) pi-78.6x A 0.313. 24.61) -Mg: 8.03 =M2 16.58 NOAMr 4"4 (P3:-116.2x A 0 313 = 3 6 3 7) - Mg: 8.0'3 = M2 .2"8 :34" NOA Mr 4 !' • . . t.1 C6 Method 2 "Simplified Tile Calculations Per � Table Required Moment of Resistance (Mr) From Table Below NOA Mr 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 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 the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift -based tile systems use Method 3. Compared the values for F1 with the values for Fr. If the F1 values are greater than or equal to the Fr values for each area of the roof, then the tile attachment method Is acceptable. Method 3 "Uplift -Based Tile Calculations Per RAS 127" (P,:_ xI: = xw:• W:_xcos 0: =Fri: NOA Fl _)- (P2:_ xI: W:_xcos 0: =F2: NOAF1 _= _xw:= _)- (P3:_ xl:= xw: =_)- W:_xcos 0: =F2: NOAF1 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 a Job Site Aerodynamic Multiplier d NOA Restoring Moment due to Gravity MQ M, NOA NOA Attachment Resistance Required Moment Resistance M, Calculated Minimum Attachment Resistance F1 NOA Required Uplift Resistance F W Calculated Average Tile Weight Tile Dimensions _NOA I = length w = width NOA All calculations must be submitted to the Bu (ding Official at the time of permit application. 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. I1 .4 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. 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). 3. 14, 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. R k 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. \-k ,A, 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. 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. R Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing a ount of attic ventilation shall not be reduced t may be beneficial to consider additional venting whic n result in extending the service life of the roof. s Owner /Age t & 'ii ature Date Revised on 7/9/2009 LD Contractor Signature Date MIAM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA_ Poiygloss USA Inc. 150 Lyon Drive Fernley, NV 89408 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. 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: Polystick P, IRIIRX, TU, TU Plus and MU Underlayments 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 inhere has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 04- 0810.03 and consists of pages 1 through 5. The submitted documentation was reviewed by Jgfge L. Acebo. NOA No 06-0424.03 Expiration Date: 09/13/11 Approval Date: 09 /14/06 Page 1 of 5 ROOFING COMPONENT APPROVAL Category: Sub - Category: Material: Roofing Underlayment SBS , APP Self - Adhering Modified Bitumen PRODUCTS DESCRIPTION: Product Dimensions Polystick P underlayment Polystick IR/IRX underlayment Polystick TU underlayment Polystick TU Plus underlayment Polystick MU underlayment Roll: 75' x 3' 40 mils thick Roll: 65'8" x 3'33/8" 80 mils thick Roll: 32'10" x 3'33/8" 100 mils thick Roll: 65'8" x 3'3-3/8" 80 mils thick Roll: 65'8" x 3'3-34" 80 mils thick Test Specification ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 Product Description A polyethylene top surface, self - adhering, SBS polymer modified bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. A fine granular /sand top surface self - adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. A heavy granuled surface self adhering, APP polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof file underlayment. A non - wicking fabric surfaced, self - adhering, APP polymer modified, fiberglass reinforced with a high strength polyester fabric, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. A non - wicking fabric surfaced, self - adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofmg and roof tile underlayment. NOA No 06- 0424.03 Expiration Date: 09/13/11 Approval Date: 09114/06 Page 2 of 5 EVIDENCE SUBMITTED: Test Agency Exterior Research & Design, LLC PRI Asphalt Technologies Test Identifier Test Name/Report #11756.04.01 -1 TAS 103 #11756.08.01 -1 ASTM D 1970 #02202.08.05 TAS 103 PRI01111 • ASTM D 4977 PUSA- 005 -02-01 ASTM D 4977 PUSA -018 -02 -01 ASTM D 2523 Date 04/27/01 08/14/01 08/29/05 04/08/02 01/31/02 07/14/03 INSTALLATION: Deck Type 1: Wood, non - insulated, new construction Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 or Polyprotector UDL or Polyprotector UDL AS. Fastening: Nails and tin caps 12" grid, 6" o.c. at laps. (for base sheet only) Membrane: Polystick membranes self- adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied.. All side laps shall be a minimum of 3 - %z" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have 1.00% contact with the surface, giving special attention to lap areas. Polystick TU and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. NOA No 06- 0424.03 Expiration Date: 09 /13/11 Approval Date: 09 /14/06 Page 3 of 5 LIMITATTIONS: 1. Fire classification is not part of this acceptance. 2. Polystick P and IR/IRX may be used in asphaltic shingles, wood shakes and shingles, non- structural metal roofing, and quary slate roof assemblies. Polystick P shall not be used as roof file underlayment. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick membranes shall not be applied over an existing roof membrane. 6. Polystick P shall not be left exposed as a temporary roof for longer than 30 days after application. Polystick IR/IRX, or MU shall not be left exposed as a temporary roof for longer than 90 days after application. Polystick TU and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times. 7. 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. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice. Polystick TU, TU Plus and MU may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR/IRX is limited to mechanically fastened roof tile applications. The maximum roof slope for use as roof tile underlayment for (direct-to-deck) tile assemblies shall be as described below: Tile Profile Polystick IR/IRX Polystick MU Polystick TU, TU Plus Flat Tile 5:12 No limitation No limitation Profiled Tile Prohibited 5:12 No limitation The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. NOA No 06- 0424.03 Expiration Date: 09/13/11 Approval Date: 09 /14/06 Page 4 of 5 LIMJTATTIONS: (CONTINUED) 9. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass Tile loading detail for loading procedure. 0 0. 0 N 1 '0 Roofing Tiles (6 Max. Per Stack) 12 10. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick P, IR/IRX, TU, TU Plus & MU may be used with any approved roof covering Notice of Acceptance listing Polystick P, IR/IRX, TU, TU Plus & MU as a component part of an assembly in the Notice of Acceptance. if Polystick P, IR/IRX, TU, TU Plus & MU is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami-Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: All membranes shall bear the imprint or identifiable marking of the manufacturer's name or logo, the Miami -Dade County logo or the following statement: "Miami -Dade County Product Control Approved ". BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. END OF THIS ACCEPTANCE NOA No 06- 0424.03 Expiration Date: 09 /13/11 Approval Date: 09 /14/06 Page 5 of 5 M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MonierLifetile, LLC 200 Story Road Lake Wales, FL 33853 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. 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: Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA# 07- 0228.03 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09 /07/07 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Roofing Flat Profile Roofing Tiles Concrete SCOPE: This new NOA approves a system using MonierLifetile Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile, as manufactured MonierLifetile LLC and described 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 the installation section herein. The attachment calculations shall be done as a moment based system. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions MonierLifetile LLC 1= 17" Saxony 900 w = 13" 1- 5/32" thick Slate 1- 9/32" thick Shake & Split Shake Trim Pieces 1= varies w = varies varying thickness SUBMITTED EVIDENCE: Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Test Spec'if'ications TAS 112 TAS 112 Test Identifier 7161 -03 Appendix III 94 -084 94 -060A 25- 7183 -6 Product Description Flat profile, interlocking, high- pressure extruded concrete roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Date Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik-Drive Screws, Battens) NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09 /07/07 Page2of7 Dec. 1991 May 1994 March, 1994 Feb. 1995 25- 7183 -5 Feb. 1995 Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Atlanta Testing & Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc Walker Engineering, Inc. Walker Engineering, Inc Walker Engineering, Inc. Nutting Engineers Test Identifier 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 R1.894 R2.894 R3.894 520109 -1 520111 -4 520191 -1 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Evaluation Calculations 130 Test Name/Report Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Static Uplift Testing PA 101 Static Uplift Testing PA 101 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Aerodynamic Multipliers Two Patty Adhesive Set System Restoring Moments Due to Gravity TAS 112 Date March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Aug. 1994 Dec. 1998 March 1999 February 1996 April 1996 December 1996 March 1995 January 2007 April 1999 February 2007 January 2007 NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 3 of 7 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 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. 4. Minimum underlayment shall be in compliance with the applicable Roofmg Applications Standards listed section 4.1 herein. 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. 6. This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. INSTALLATION: 1. MonierLifetile Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofmg Application Standard RAS 118, RAS 119, and RAS 120. 2. Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) MonierLifetile Saxony 900 Slate, Shake & Split Shake 11.5 1.417 1.08 Table 2: Aerod namic Multi • Hers - X ft3 Tile X (ft) X (ft ) Profile Batten Application Direct Deck Application MonierLifetile Saxony 900 0.289 0.313 Slate, Shake & Split Shake Battens / Table torin • Moments due to Gravi - M ft-lb Tile Profile 2•'•12" 3 ":12" 4 ":12" 5 "•12" 6 ":12" 7 ":12" or greater Saxony 900 Slate, Shake & Split Shake Battens Direct Deck Battens ri it . IDeck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7.55 6.46 7.34 NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nall -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Saxony 900 Slate, Shake & Split Shake 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 . #8 Screw 30.8 30.8 18.2 2 . #8 Screws 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Adhesive 31.32 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty B grams. Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Sin . le Pa Adhesive Set S stems Tile Profile The Application Minimum Attachment R - - - - MonierLifetile Saxony 900 Slate, Shake & Split Shake Polyfoam PolyProTM - ' 1 : _•' Polyfoam PolyProTM !!ter' " -" 3 Lar a add lacement of 45 rams of Pol ProTm . i m aa_ acement of 24 prams of PoIvProTM. Table 5B: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Mortar Set' 43•9b 5. Tile -Tite Roof Tile Mortar NOA No.: 07-0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 5 of 7 LABELING: All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". MONIERLIFETILE LLC, SAXONY 900 TILE (LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWING WATERLOCK MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SLATE MODEL) NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 6 of 7 PROFILE DRAWING MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SPLIT SHAKE MODEL) MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SHAKE MODEL) END OF THIS ACCEPTANCE NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09 /07/07 Page 7 of 7 MIAM s COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.aov/buildins/ SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro AH160 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. MIAMI•DADE COUNTY APPROVED NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves Polypro® AH160 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 Polyproo 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 Polyproe, AH160 Dimensions Test Product Description Specifications N/A TAS 101 Two component polyurethane foam adhesive Foampro® RTF1000 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 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 1.61bs. /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% 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. MIAMWADE COUNTY APPROVED NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 2 of 7 EVIDENCE SUBMITTED: Test Alrencv 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 Celatex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 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. —W 2 F'— MS MIAMIOADE COUNTY 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® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance' with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polyproo 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 ProPacki? 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polyproo) AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #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® 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. MIAMIDADE 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 NaII through plastic cement Paddy (Beneath Tile) Underlayment 1 10 In. Ears Course Eave Closure Fescla Eawe course only: Keep adhesive approx. 4 In. up from weepholes Nag through plastic cement Underleymerd Paddy (Beneath Tile) 10 In. EaysCanse Rave course only: Keep adhesive apptox.41n.uy fromweephotes MIAMI•DADE COUNTY APPROVED Fascia Rave Closure Nall through plastic cement Underlaymant 1 Paddy (Beneath Tlb) 10 In. 21n Ear. Comm Save course only: Keep adhesive approx. 4 In. up from waphales Fascia Waphole Ewe chmure Drip edge 1) Place enough adhalvetoachieve 11 to 23 steep it h applor slap pitch appgcatform square Inches In contact with the pan 01e T1 ctadgm In. o i ROM edge oi GMT tile. Then Install the tile. Undedayment Nal through plastic cement Re topporlIOn ottheeave course cower tile. Abut tomcod course ot pan tiles Ensure ewe end of pan and cover Olaere gush et eave Ilne. Eon closure Weephole Facia (mortar shown) Sheathing D Point.* Mortar on edges des lonud 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 MIAMI-DADE COUNTY APPROVED Hail through Plastic cement Underlayment Paddy (Beneath Tile) 7 in: Eave Course Fascia Eave Closure 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) 3 In x 3 In. Single paddy on under - layment Single paddy under tale Single paddy on top of We Eave course in. X 7In, medium size paddy eave Fascia course only Nall through plastic cement Nall through plastic cement Single paddy under tile Underlayment Single paddy between tile co 21n. x 7In. medium _ —` cos paddy y e curse only 'In.x 3 In. ■ Single 41n. paddy on under• layment Single paddy on top of the Eave Course Fascia Weephola Eave closure Drip edge Single paddy between tile Pc4in.x 3 In. Single paddy on underlayment Single paddy on top of file Eava Course Eave Closure 2 In. x 7 In. medium sire paddy eavo course only Fascia END OF THIS ACCEPTANCE MIAMI•DADE COUNTY APPROVED NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 7 of 7