RF-13-1156 el i Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-198493 Permit Number: RF-5-13-1156 Scheduled Inspection Date: September 06,2013 Permit Type: Roof Inspector: Naranjo, Ismael Inspection Type: Final Roof Owner: COFIELD,SANDRA Work Classification: Tile/Flat Job Address:1286 NE 96 Street Miami Shores, FL Phone Number Parcel Number 1132060143890 Project: <NONE> Contractor: RAINAWAY ROOFING CORP Phone: (305)393-8993 Building Department Comments TILE AND FLAT RE ROOF TILE ENTEGRA PLANTATION Infractio Passed Comments COLOR WHITE INSPECTOR COMMENTS False ,+I pector Comments Passed EATED AS REINSPECTION FOR INSP-192134. **PLEASE VERIFY AT THE TIN CAP WAS APPROVED ON PERMIT CARD** LADDER MUST BE PROPERLY S CURE TO THE BUILDING Failed ❑ STRUCTURE. C> >L / Correction Needed ❑ s Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. September 05,2013 For Inspections please call: (305)762-4949 Page 24 of 29 Lab Report No. 121701 Providing Solutions to the Roofing Industry C.A.#:26095 Lab Certificate:09-0715.02 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO-DADE COUNTY PROTOCOL TAS-106 PROPERTYADDRESS. 1286 NE 9e St.,Miami Shores PERMIT No: RF5131156 OWNER: ROOFING squma. 35 CONTRACTOR Rainaway Roofing ROOF Prrm.• 3:12 TILE TYPE.• Flat INSPECTOR INITIALS: AB ATTACHMENT: Polyfoam TEST DATE: 08/1612013 Testin E ui ment: Di ital Chatillon DFIS 200 Test Tabulation Required Testing Force:35 Ibs No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1-9 Passed 40-49 Passed 10-19 Passed 50.53 Passed 20-29 Passed 30-39 Passed THIS ROOF HAS:PASSED FAILED THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI DADE COUNTY TAS 106. 43 42 41 ! 46 ;' \' /38 /49 24 44 45 47 25 39 51 34 33 37 23 7 \ 53 2 � 31 32 30 F9 .14 8 21 15 9 3 20 7 16 10 19 12 6 17 11 18 /3\, 5 / 1 2\\ Front 2 iew2na,: P.E.-Lic#17138 �r l-0 10735 SW 216x`St. Tel:(305)256-4550 Unit 416 Miami,FL 33170 www.floridatecnet Fax(305)256-6833 p f v CERTIFICATE OF LIABILITY INSURANCE DAT2(b=01Y3 t 9/812013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES i3 NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. ! IMPORTANT:if the certificate holder Is an ADDITIONAL INSURED,the policy(Iss)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAM NAMa: i W" 1-800-277-1920 x48W 727797-0704 j I FRANKCRUM INSURANCE AGENCY,INC. ADaa&68: 100 S.MISSOURI AVE. INSURER(M AFFORDING COVERAGE NAIL# CLBARVdATER FL 3$758 INSURER A: FRANK WINSTON CRUM INSURANCE CO. 11000 'i INSURED INSURER B: INSURER C: FranhCrum 1-800-277-1820 INSURER D. 100 S MISSOURI AVENUE INSURER E: CLEARWATER FL 33756 INSURER R COVERAGES CERTIFICATE NUMBER: 220 REVISION NUMBER: THIS IS TO CERTIFY THAT 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.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, IaeR TYPE OF INSURANCE ADDL SUER POUOYHFF POUOYpW LTA INSR ym PDUOYNUMBER (MWDWYYYY1 0WORNY) LIMITS OEM LWIBIURY EAOHOCCURRENCE $ DRhiAGE TO RENTED - GCkIMERfUAL GENERAL LUiSIWT! PREMISES $ MANS-MADE OOCOUR MED EXP one PERSONAL&ADV INJURY $ GEt EFMAGGREGATE $ GEN'L AGGREGATE WHIT APPLIES PER: PRODUOTS-COMPIOP AGO $ POLIOY Pwzoy LOO $ OO AUTOMOBILE LlABIUTY sooldont� $ ANYAUTO BODILY INJURY(Pwpar000 $ ALL OWNED SOHEDULED AUTOS AUTOS BODILY INJURY(Per a ddenq NON-OWNED PROPERTY DAMAGE KREIAUTOE AUTD9 (Peraoald $ UMBRELLA UAS OCOUR EACHOCCURRENCE $ EXCESS LIAR AIMS-MADE AGGREGATE $ UE131 I MENmON$ 1 $ A WORXCRB COMPENSATION Arm W0201300000 1/112013 111/2014 W7O STATU- OTH- IBtY PROPRIETORIWTY X TORY UATS OOFFIPGEER49 REREXCLUDEB D?? NIA ELERC ACOIPEMr $1000,000 s Wwwatory In NH) ' If M dewft wx1w EJ_DISEASE-EA M PLOYEE $9 000 000 I DESORIPnDN OF OPERATIONS below ) EJ.:DISEASE-POLICY UMIT $1000000 .i i t JIi I i I DESORRhOM OF OPERATIONS I LOVATIONSI VEHICLES{AifaahACORD 1a1,AddWonal Remmks SabedWe,gnaxo space to raWtlraS '' EFFECTIVE 1012712010,COVERAGE IS FOR 100%OF THE EMPLOYEES OF FRANKCRUM LEASED TO RAINAWAY ROOFING CORP.(CLIENT)FOR WHOM THE t CLIENT IS REPORTING HOURS TO FRANKCRUM.COVERAGE IS NOT EXTENDED TO STATUTORY EMPLOYEES. :I i t i CERTIFICATE HOLDER CANCELLATION I t SHOULb ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. MIAMI SHORES VILLAGE BLDG.DEPT. 10050 NE 2ND AVENUE AUTHORIZED REPREa%TAT= MIAMI SHORES,FL 33136 01888.2010 ACORO CORPORATION. All rights reserved. i ACORD 28{2010" The ACORD name and logo are mosterad marks of ACORO i CE1 rP, 1Vliami Shores Village MAY 2 4 2313 Building Department Y. 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel: (305)795.2204 Fag:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 FBC 20 BUILDING Permit No. ' PERMIT APPLICATION Master Permit No. Permit Type: BUILDING =ROOFING JOB ADDRESS: I y% lA Z. TO ST City: Miami Shores County: Miami Dade Zip: 3''J13b Folio/Parcel#: (I 3ZO(o—O 14 °S`bgO Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): 5PADM M Ft" Phone#: Address: 12$C* At-6. kilo ST City: 1AtPg-1,1 blWAV5 State: fL_ Zip: 33133 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: INAAWAq i240 4(a Wr? Phone#: 12)9q3 Address: 111-0 I N W -64 1tl ` IE T City: 1009-Al-- state: ft- gip: jn l 1'$ Qualifier Name: 644 00tJ -564$aA Phone#:(305)-JQlb"$q9 3 State Certification or Registration#: CC.C,13Z.9Uo2_ Certificate of Competency#: Contact Phone#:tt86)q15_(o Ifs© Email Address: fA'nAcoaq(w fym 1 .VMQ� ••t.c�M DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ 7,f�.0° Square/Linear Footage of Work: Type of Work: DAddition OAlteration ONew g(Repair/Replace QDemolition Description of Work: -/lZ- -WD RAT )ZE-900 F Color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature - e Signat Owner or Agent Co act The foregoing instrument was acknowledged before me this he foregoing instrument was acknowledged before me this day of Z2- ,20 A,by 54 PJM4 8. day of Z'- ,20 JA,by eRA Q0A1 3—r-4-90, who is personally known to me or who has produced who is per y known o me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY Q III r► NOTARY PUBLIC: Notary PUNIC State of Florida 491a L MINtrere 771 " Sign: C98 Sign: . Print: Print: My Commission Expires: My Cornls r,�a APPROVED BY �s�' Plans Examiner ubN a ' My Commission EE 20 8779 os tto Expires 00/17/2016 Structural Review (Revised 3/12/2012)(Revised 07 110/07)(Revised 06/10/2009)(Revised 3/15/09) 5/24/13 Property Search-Report MIAMI-DADE COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT Carlos Lopez-Caatera Property Appraiser Property Information: Folio 11-3206-014-3890 Property Address 1286 NE 96 ST Owner Name(s) SANDRA M COFIELD& HELEN COFIELD -° i Mailing Address 1286 NE 96 ST MIAMI SHORES FL 33138-2554 Primary Zone 1400 SGL FAMILY-3001-3250 SQ � I OW Use Code 0001 RESIDENTIAL-SINGLE FAMILY Beds/Baths/Half 4/4/0 Floors 2 Living Units 1 Adj.Sq.Footage 2,917 Mi Lot Size 9,592 SQ FT F' Year Built 1941 N Aerial Photography 2012 Full Legal Description 5-6 53 42 MIAMI SHORES SEC 3 PB 10-37 Taxable Value Information: LOT 6 BLK 84 LOT SIZE 67.080 X 143 Current Previous Previous 2 OR 19525-4582 02 2001 1 Year 2013 2012 2011 Assessment information: Exemption/ Exemption/ Exemption/ Current Previous Previous 2 Taxable Taxable Taxable Year 2013 2012 2011 County $50,000/$307,392 $50,000/$303,380 Land Value $115,182 $109,697 School Board $25,000/$332,392 $25,000/$328,380 Building Value $242,210 $243,683 City $50,000/$307,392 $50,0001$303,380 Market Value $357,392 $353,380 Regional $50,000/$307,392 $50,000/$303,380 Assessed Value 1 $357,392 $353,380 Sale Information: Benefits Information: Date Amount ORBook-Page Qualification Code Current Previous Previous 2 2/2001 $400,000 19525-4582 Sales w hich are qualified Benefit Type 2013 2012 2011 5/1997 $240,000 17652-4224 Sales which are qualified Homestead Exemption $25,000 $25,000 12/1986 $169,900 13276-0067 Sales which are qualified Second Homestead Exemption $25,000 $25,000 10/1981 $167,500 11236-1019 Sales which are qualified Note:not all benefits are applicable to all Taxable Values (ie County, School Board,City,Regional). Disclaimer: The Office of the Property Appraiser and Miami-Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information and GIS positional accuracy.No warranties,expressed or implied,are provided for data and the positional or thematic accuracy of the data herein,its use,or its interpretation. Although this website is periodically updated,this information may not reflect the data currently on file at Miami-Dade County's systems of record.The Property Appraiser and Miami-Dade County assumes no liability either for any errors,omissions,or inaccuracies in the information provided regardless of the cause of such or for any decision made,action taken,or action not taken by the user in reliance upon any information provided herein.See Miami-Dade County full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp. Property information inquiries,comments,and suggestions email:pawebmail @miamidade.gov GTS inquiries,comments,and suggestions email:gis @miamidade.gov Generated on:Fri May 24 2013 g isweb.miamidade.g oVPropertySearch/printMap.htm 1/1 OR Bk 28644 N 1526; QPS) TILE OF COMMENCEMENT RECORDED 0512312013 13'40902 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION HARVEY RUVINt CLERK OF COURT HIA111-DADE COUNTYP FLORIDA PERMIT NO. TAX FOLIO NO,11—3W&°{?Ia(_90°0 LAST PAGE STATE OF FLORIDA: COUNTY OF MIAMI-DADE: "� " � � -wit k 6 THE UNDERSIGNED hereby gives notice that improvements will be made to' �� property,and in accordance with Chapter 713,Florida Statutes,the folio n 1 A is provided in this Notice of Commencement. 0:0. Space above reserved for use of recording office 1.Legal description of property and streettaddress: 12.OU Alf. 1''al vu I® 2.Description of improvement: 71-°T A Tlt—C t e� 3.Owner(s)name and address J M e0 PI EW 1 Z& Interest in property: Name and address of fee simple titleholder: Contractor's name address and hone number: 1 4 Co , i �� r . 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: 8.In addition to himself,Owners designates the following person(s)to receive a copy of the Lienor's Notice as provided In Section 713.13(1)(b),Florida Statutes. Name,address and phone number: 9.Expiration date of this Notice of Commencement: (tFre expiration dale is 1 year from the date of recording unless a different date is speclfled) WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713;PART 1,SECTION 713.13.FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s)of Ow r(s)or Owners)'A thorized Officer/Director/Partner/M Prepared By �PPrepared By Print Name Print Title/Offlce O A/Atf$E- TitIa/0ffI ® 1 STATE OF FLORIDA 04f 3"91 COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this 29day of _By A +RA- I d1ndividually,or ❑as . . . for ❑Personally known,or 9produced the following type of identification: Signature of Notary Public: Print Name: m 208771 (SEAL) o a Expires 0611712016 VERIFICATION PURSUANT TO SECTION 02,525,FLORIDA STATUTES Under penalties of perjury,I declare that I have read the foregoing and that the facts stated in it are true,to the best of my knowledge and belief. Signatur }of Own s}or �a's's Authorized Officer/Director/ParinerlManager who signed above: By By Parma ano CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET . In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet.The cost of improvements must include demolition,raw and finished materials (include those donated), labor (including volunteer and self-performed),, construction supervision and management,and overhead and profit.A list of items the costs of which are to be included as well as those excluded is attached for your reference.(A Copy of the Contract must be attached)' PROPERTY OWNER: C.DF PERMIT# 13— ADDRESS: I Igo Lx? .i b. T FOLIO NUMBER:_11': Q 14-3%CNWSOOD ZONE:_ f� � BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS(12 MONTHS): , COST OF PROPOSED IMPROVEMENTS: �� ��1S.00 (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS(past and proposed): J• V VALUE OF PRINCIPAL STRUCTURE(attach appraisal):. I OWNERS SIGNATURE: I" LL Ldr DATE: / f 3 PLANREVIEWER: PLAN REVIEWER SIGNATURE: DATE:_ Created on June 2009 SUBSTANTIAL IMPROVEMENT/DAMAGE LIST (NOTE.THIS LIST IS INTENDED FOR'GUIDANCE ONLY,AND IS NOT ALL INCLUSIVE) ITEMS TO BE INCLUDED ALL STRUCTUAL ELEMENTS, INCLUDING ALSO: Foundations including; Spread footing, Continuous footing, All Labor and other Costs associated with isolated footing, piles and pile caps Demolition, Removing, Replacing, Slabs including; Monolithic, floating, Installing Building or Altering Building elevated Components Walls including; Exterior walls, Bearing Construction Management/Supervision walls, Shear walls Overhead and Profit Beams, Tie Beams, Columns and Posts Equivalent cost for: Wood decking, Floor and Roof Sheathing Donated Materials Trusses, Joist Volunteer Labor(including owners and Windows/Doors friends) ALL BUILDING ELEMENTS, INCLUDING Any Improvements Beyond Pre-damaged Condition, including; Interior Partitions,Walls, Columns Utility Upgrades Drywall, Ceilings, Code Upgrades Built in Furniture, Cabinets, Vanities All Fixtures ITEMS TO BE EXCLUDED Flooring, Tile, Carpet, Stone, Linoleum, ect. Plans and Specifications All Finishes including Drywall, Paint, Surrey Costs Stucco Plaster, Paneling, Tile, Marble, Elevation Certificate Costs and Moldings Permit fees Roofing Material Debris Removal ALL HARDWARE Items not considered to be REAL Property Rugs, Furniture, Refrigerator, ALL UTILITY and SERVICE Appliances not Built-in EQUIPMENT Outside Improvements, Including; HVAC Landscaping Electrical System and Equipment Sidewalks Plumbing System and Equipment Patios Security System and Equipment Fences Central Vacuum System Yard lights Plumbing Fixtures Sheds Lighting Fixtures and Ceiling Fans Gazebos Water Systems including Irrigation Softeners/Filtration Pool Created on June 2009 State Certified License Number CCC1329162 Rainaway ROOFING 'Providing Solutions to all your roofing needs' DATE: 5/21/2013 OWNERS NAME:Ms Sandra Cofield CONTACT No.: 305 905-6030 EMAIL: ADDRESS:1286 NE 96 STREET MIAMI SHORES RAINAWAY ROOFING CORP. , proposes to furni aterials to replace your existing roof per the following scope of work: General • Obtain building permit • Provide certificate of insurance shows e:era 9 ✓ Liability(100,000 ✓ o tate L d ti Idt, icr� ♦ Provide b mo I1' ted"`eb dai� l ply�u�od on driveway if driveway needs to be protected from da e • Set tarps prior to roof removal to prote I, la s . , as needed. ♦ Keep job site in a clean and orderly man e . e w a ea. IthOlt job, use magnetic sweep to pick up nails. • Work consecutive days excluding inclement of weather, inspections,and deliveries. ♦ Staff project with qualified mechanics experienced in residential and commercial roofing. Provide OSHA approved ladders and equipment. ♦ Provide copy of permit with approved inspections,copy of up-lift test(for the roof),guarantee and release of lien at final payment. Form RRC2213 11471 NW 34 Street, Doral, Fl 33178 1305.393.8993 1 Fax 305.675.0454 www.rainawayroofing.net State Certified License Number iCCC1329162 MW M@ft -1-1--­ 117 FINN "Providing Solutions to all your roofing needs" SPECIFICATIONS: TILE RE-ROOF ♦ Obtain all necessary permits required by local municipality. ♦ Remove existing roof to a smooth workable surface. ♦ Replace up to 2004F and/or 3 sheets of plywood roof sheathing where necessary. ♦ Re-nail wood deck with 2.5" ring shank nails along beams where necessary. ♦ Install 30#felt mechanically fastened with 1 i/a" ring shank nails and 15/8"tin caps. Jr_ ; ♦ Install new 3x3 galvanized dri " ring shank nails along perimeter of roof. ♦ Install new lead stacks whe ss t rep ace ♦ Install at least two (2)2 n a to improve attic ventilation and cooling. ♦ Ins Ze cable wall fl hings and counter flashings where necessary. ♦ Ins' 1 v e e fl s c d "' ttor 'membrane. �h ga ♦ Rei. e p .y` r roo flas g e<. v upp dg` drip metal to : � x IX reduce the likelihood of future flashi le i �< ♦ Install one layer of Polyglass TU PI r back nailed on overlaps to prevent slippage. ♦ Install Hip&Ridge metals along all ridges to allow foam adhesion of ridge tiles. • Install Tile:__Entegra 13 white tile with Polyfoam. ♦ Finish tile eaves,gables,valleys and ridges with concrete mortar. ♦ Clean premises and haul garbage away for final inspection. Initials 11471 NW 34 Street, Dora], Fl 33178 1305.393.8993 1 Fax 305.675.0454 www.rainawayroofing.net State Certified License Number Raisloriowa CCC1329162 am ow FIN{ "Providing Solutions to all your roofing needs" FLAT RE-ROOF ♦ Remove existing roof to a smooth workable surface. ♦ Re-nail wood deck with 2.5" ring shank nails along beams where necessary. ♦ Install one ply of 7S#Base Sheet mechanically fastened with 11/4" nails and 15/8"tin caps. ♦ Install two (2) plies of Fiberglass Ply IV with hot asphalt over base sheet. ♦ Install new 3x3 galvanized drip edge metal with 13/4" ring shank nails along perimeter of roof. ♦ Paint roof side of metal flashings with asphalt primer to prepare for asphalt adhesion. ♦ Reinforce entire perimeter of roof wit ® I ply of fiberglass strip with hot asphalt over upper edge of drip met uce tie lie f future flashing leaks. ♦ Install new lead stacks are ` ss r eplace existing. ♦ Install applicable wall flas d e necessary. ♦ Install one ply of White h hot asphalt over fiberglass layers. ♦ All flat roof layers will extend F pitched roof if a tie in exists to prevent fut V lea ♦ Pai a Its tar lumi coati i o eking�orra; u exposure. ✓ 7 "S -I; kf: 4 ♦ Cle u e fin !in ect k�tAR -' C f, Initials 11471 NW 34 Street, Doral, FI 33178 1305.393.8993 1 Fax 305.675.0454 www.rainawayroofing.net s s State Certified License Number Oak CCC1329162 Rairtiawav ROOFING 'Providing Solutions to all your roofing needs' WE HEREBY PROPOSE TO FURNISH MATERIAL AND LABOR COMPLETE IN ACCORDANCE WITH THE ABOVE SPECIFICATIONS. FOR THE SUM OF: Ac INVESTMENT AMOUNT.$21,115.00 17 f •a PRICE GUARANTEE WE V1ILL BEAT ALL COMPETITGR". WRITTEN E+TIMATES P A Y M ENT S C H EDULE: PA YMENTS MUST BE MADE IN A TIMELY MANNER IN ACCORDANCE TO THE FOLLOWING PAYMENT SCHEDULE AND ARE NOT CONTINGENT ON INSPECTION APPROVALS(EXCEPT PAYMENT#4&#5), RELEASES OF LIEN, OR CARPENTRY PENDING. MA TER SERVE THE RIGHT TO FILE CLAIMS OF LIEN ON DELINQUENT ACCOUNTS AND HOMEOWNER IS :a ES ASSOCIA TED WITH SUPPLIER LIENS. (1). 25% UPON SIGNING CO (2). 25% UPON SUBSTANTIA r emu, P F FELT (not contingent on inspection approval)$5278. (3). 25/° UPON SUBSTANTIAL C f LE UNDERLAYMENT (not contingent o In a 1) X78 75 (4). 20% UPO ER LE 223. (Ys- A 'F (5). 5% UPO IN TNR` 1s ACCEPTANCE OF PROPOSAL: Upon exk)0Mtjjf ykpartiesand receipt of the deposit, p customer acknowledges that the company wii/immediateiy utr/ize the deposit for mobilization and ordering of materials and said deposit shall become nonrefundable after the 3 day rescission period. OWNER SIGNATURE DATE RAINAWAY ROOFING CORP DATE 11471 NW 34 Street, Doral, Fl 33178 1305.393.8993 1 Fax 305.675.0454 0 www.rainawayroofing.net i Miami-Dade My Home Page 1 of 2 �Ty t My Home MIAMI-DADE Show Me: Property Information Legend Search By: �. ���* � ' �� �� Property }Select Item t1E 47TH sT Boundary Selected 0 Property Text only Property Appraiser Tax Estimator Street Property Appraiser Tax Highway Comparison NE 06TH ST Miaml-Dade County Portability S.O.H.Calculator e,°, Water s ti Summary Details: ,`" N Folio No.: 11-3206-014-3890 H Property: 1286 NE 96 ST ' °z ' W E Mailing SANDRA M COFIELD 8 Address: HELEN COFIELD 1286 NE 96 ST MIAMI ti£ & rtH gT� SHORES FL I s 3138-2554 Property Information: Primary Zone: 1400 SGL FAMILY- t 3001-3250 SO 001 RESIDENTIAL- ; LUC: SINGLE FAMILY Zvi Tfi ST Beds/Baths: Floors: ,dj S Footage:Units: A 1 Aerial Photography-2012 0 115 ft d' Lot Size: 9,592.44 SO FT Year Built: 1941 6 53 42 MIAMI SHORES SEC 3 PB 10- My Home I Property Information I Property Taxes Legal 37 LOT 6 BLK 84 LOT I My Neighborhood I Property Appraiser Description: SIZE 67.080 X 143 OR 19525-4582 02 2001 1 Home I Using Our Site I Phone Directory I Privacy I Disclaimer R 19525-4582_0201 00 Assessment Information: [7ear 2012 2011 d Value: $115,182 $109,697 If you experience technical difficulties with the Property Information application, din Value: $242,210 243,683 or wish to send us your comments,questions or suggestions ket Value: $357,392 353,380 please email us at Webmaster. essed Value: $357 392 353,380 Exemption Information: web Site ear: 1 2012 1 2011 ®2002 Miami-Dade County. Homestead: 1 $25,000 $25,000 All rights reserved. 12nd Homestead: I YES YES < Taxable Value Information: Year: 2012 2011 Applied Applied Taxing Authority: Exemption/ Exemption/ Taxable Taxable Value: Value: Regional: $50,000/ $50,000/ $307,392 $303,380 ounty: $50,000/ $50,000/ $3071392 $303,380 City: $50,000/ $50,000/ $307,392 $303,380 School Board: $25,000/ $25,000/ $332,392 $328,380 Sale Information: Sale Date: /2001 http://gisims2.miamidade.gov/myhome/propmap.asp 5/24/2013 1_ 7r'NNj SECTION 1524 HIGH VELOC TY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1.Aesthetics Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are or the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues 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 art of the agreement reement between the owner and the contractor. p 2.Renailing Wood Decks:When replacing roofing,the existing wood roof deck may have to be renailed in ac6brdance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewe from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not over) ded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. .Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the strbttural assembly(the building itself).The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner's/Agent's Sigr#ure r Date Factor's Signat re /,,244 A -t '9 6 S°t Property Address Permit Number Rev.•1/20/2005,Computer Services,Building Department f Miami shores Village :.. n...� Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Rip` 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 Date: 5 Ez 20/3 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: E00e7XW4 Property Address: 2 Roofing Permit Number: Dear Building Official: I &A Y1 AAEs" /'L certify that I am not required to retrofit the roof to wall connections of my bu'ding because: The just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00. Please attach proof of ad valorem taxation. ❑The building was constructed in compliance with the provisions of Florida Building Code(FBC)or with the provisions of 1 4 e ition of the Sou lorida Building Code(1994 SFBC) c� •fe�� Sig ature Print Name State of Florida County of Dade The undersigned, being the first duly sw deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me thi Z2 yo 2tnj3 P of Florida Notary Public, Sate of Florida at Large Notary Public State F �to°�e Ex commission 2 EE 208771 • When the just valuation of the structure for purpose of ad valorem on is equal to it n s o cted 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. 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Oft 1■//NEMEM■N■E■EN■NN NEB/�!!i1%11N■I■1./IA\�G�]I■.•IN■■■■EE.■■N Ems AN ommosoms/■i:i■■■EE■■■EE■■■■■N .r /E■EE■ i?i _--- --..--..------JE�.EEN■■.E ■■ ME MENEES mom No, NNE E■■EE.■.■..■.■■■■■■■/1.■EG■n■■�i■_ .E.■.■..■■E■■.. E■M.■.■■.■MOM■E.■.■■■■..■■EEG'a►f+1 EE.■.■■..■■■E■■■..■.■■ C■.EE.■.■■.■■■.■.ENE\...■.EEfr/E■OEM■ .E■E■EO■N.EE■■E■.■.N .■E E■EEE..E■■■E■■.■►\1 11�1�9■1!■EEE■ian[jrE■�E.mom■■■■■EEEE■■■■■ CCC MEMO :CCCCCC:::h7J=►AIJ'CCSEEN CCC::CCCCCCCCCCCCCCC Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet and Identify Manufacturer Attachment (If a component is not used,identify as"NA") System Manufacturer:4hf'o' r4A19K4k- Field: % "oc @ Lap,#Rows Z @ "oc NOA No.: V'7- !Z11, D? Perimeter:_�"oc @ Lap,#Rows y @ "oc Design Wind Pressures, From RAS 128 or Calculations: Corner:---�—"oc @ Lap,#Rows y @ "oc Pmax1:,-yz.S Pmax2:"7►.7 Pmax3: -008.0 Number of Fasteners Per Insulation Max. Design Pressure,From the Specific NOA Board System: " 'SZ•S Field: Perimeter Corner Deck:Type: Illustrate Components Noted and GaugetThickness: Details as Applicable: Ih 1i. Woodblocking, Gutter, Edge Termination, Slope: Stripping, Flashing, Continuous Cleat, Cant Anchor/Base Sheet&No.of Ply(s): NSA Strip, Base Flashing, Counter- Flashing, Coping, Etc. Anchor/Base Sheet Fastener/Bonding Material: Indicate: Mean Roof Height, Parapet Height, N JA Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Insulation Base Layer: Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. Base Insulation Size and Thickness: Al Base Insult ion Fastener/Bonding Material: // FT. Top Insulation Layer: V 1A Parapet Top Insulation Size and Thickness: Height Top I su a ion Fastener/Bonding Material: Ou FT. 1© Base Sheet(s)&No.of Ply(s):0►►t6 AA 475' Mean Base Sh et Fastener/Bonding Material: Roof 3 AfA1i. s_�s rrA cAP Height Ply Sheet(s)&No.of Ply(s): 7 tWO, PLY a G Z Z Pugs PU Ply Sheet Fastener/Bonding Material: //�I// y. fl►L!P ev4>GC' 3 111r3R 4. c..ptP �lE�"T Top Ply: k)AW SylLl%AC� u•�V 5, �E/?�tL g� Top Ply Fastener/Bonding Material: A) MtM84 Surfacing: hl Jr., Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep. Sloped Roof System) Roof System Manufacturer: Eal-&f: M FOOF TIC& !AV— Product Approval Number: AIDA LO- 1202.01 Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations): Pi: 403 P2: 17-91 P3: W-0 Maximum Design Pressure Product Approval Specific System: YO•`'1 Method of Tile Attachment: 51A/lgLZ PWIY 4194101V& 56-T 5YSTUk1 Steep Sloped System Description Deck Type: Roof Slope: Type Underlayment: 3 - 12 Insulation: N A Fire Barrier: r A I� Fastener Type&Spacing: Ridge Ventilation? !y �3 1�IAlC- IS �� fa�P — �/� Adhesive Type: Type Cap Sheet: ,FoLYyn&K IV P�5 --- Roof Covering: Mean Roof Height: 1 — Type&Size Drips Edge: K�-L!� L4ALY. ' Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section E Tile Calculations For Moment based tile systems,choose either Method 1 or 2.Compare the values for Mrwith the values from Mf. If the M,values are greater than or equal to the M, values,for each area of the roof,then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P,: 40.°( x Xk Zvi = 11.9Z )-M9: ?•7 =m, Y.0 3 Product Approval Mf '�0•y (P2: '71.3 x 1,0.V =X.60 -M9: z.'19 =M,2 Product Approval Mf�0• (P3: (o'S-y x xvltn _ , ie -Mg: 7.71 =Mr3 ZZ,67 Product Approval Mf J.`�I Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance(Mr)From Table Below Product Approval Mf Mf Re uired 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 1 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based the systems use Method 3.Compare the values for F'with the values for Fr. If the F'values are greater than or equal to the Fr values,for each area of the roof,then the the attachment method is acceptable. Method 3"Uplift Based Tile Calculations Per RAS 127" (P,: x 1: = x w:=_)-W: x cos 0: - =Frf Product Approval F' (132: x 1: _ x w:=_�-W: x cos 0: - =Fr2 Product Approval F' (P3: x 1: _ x w:= )-W: x cos 0: =Fr3 Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier A Product Approval Restoring Moment due to Gravity Ma Product Approval Attachment Resistance K Product Approval Required Moment Resistance Mr Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance F, Calculated Average Tile Weight W I Product Approval Tile Dimensions I=length Product Approval w=width All calculations must be submitted to the Building Official at the time of permit application. I 1 M I M DA[? MIAMI-DADE COUNTY,FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE NOA 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 thro gh 19. The submitted documentation was reviewed by Jorge L.Acebo. NOA No.: 07-1219.09 ��ttJJ Expiration Date: 11/04/13 Approval Date: 03120/08 Page 1 of 19 Deck Type 1: Wood,Non-insulated Deck Description: 19/32i1 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,VersaShieldo Non-Asphaltic Fiberglass-Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAS 480 ULTIMATM Base Sheet, STRATAVENTO EliminatorTM Nailable,RUBEROIDO Modified Base Sheet,RUBEROID®20,RUBEROID`o Heat-WeldTM Smooth or RUBEROID®Heat-WeldTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS®Ply 4,GAFGLAS®Flex PIyTM 6,GAFGLAS®#75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9"o.c.at the lap staggered and in two rows 12"o.c.in the field. (Maximum Design Pressure--45 psf,See General Limitation#7) GAFGLAS®Ply 4,GAFGLAS Flex PIyTM 6,GAFGLAS®#75 Base Sheet or any of above Base sheets attached to deck with Drill-TecTM #12 standard,#14 or# 15 Screws and 3"Drill-TecTM steel plate or Drill-TecTM AccuTrac Plates, 12"o.c. in 3 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 12"o.c. in the field of the sheet. (Maximum Design Pressure-45 psf,See General Limitation#7) GAFGLAS'Flex PIyTM 6,GAFGLAS'#75 Base Sheet or any of above Base sheets attached to deck witFa-pp-ro-ve-Ca-n-nu-lar-ri—ng-s-h-a-nI 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,RUBEROIDJ'20,RUBEROID'Mop Smooth, base sheet attached to deck with approved 1'/4"annular ring shank nails and inverted 3"steel plate at a fastener spacing of 9" o.c.at the 4"lap and in two rows staggered with a fastener spacing of 9"o.c. in the center of the membrane. (Maximum Design Pressure-60 psf,See General Limitation#7) GAFGLAS®#75 Base Sheet or any of above Base sheets attached to deck with Drill-TecTM#12 standard,414 or# 15 Screws and 3"Drill-TecTM steel plate or Drill-TecTM AccuTrac Plates, 12"o.c. in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c.in the field of the sheet. (Maximum Design Pressure-60 psf,See General Limitation#7) Any of above Base sheets attached to deck approved annular ring shank nails and:3"inverted Drill-TecTM insulation plates at a fastener spacing of 9"o.c.at the 4"lap staggered in two rows 9" in the field. (Maximum Design Pressure--60 psf,See General Limitation#7) NOA No.: 07-1219.09 p• o� 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-TecTM steel plate or Drill-TecTM AccuTrac Plates, 8"o.c.in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c. in the field of the sheet. (Maximum Design Pressure—75 Psf,See General Limitation#7) Ply Sheet: One or more plies of GAFGLAS*PLY 4, #80 ULTIMA,RUBEROID®MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLASO M' aced Cap Sheet or GAFGLAS Ener Caplm Mineral Surfaced Cap Sheet Bred in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-401bs./sq. Surfacing: (Optional, required if RUBEROIDO MOP Smooth or RUBEROIDO 20 is top membrane)Install one of the following: 1. Gravel or slag applied at 400 lbs./sq.and 300 Ibs.lsq.respectively in a flood coat of approved asphalt at 60 lbs./sq.or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gaUsq. 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 BusterTM MatrlxTM 322, TOPCOAT®MB+,TOPCOATS'Fireshield Elastomeric Roofing Membrane,applied at 1 to 1.5 gal./sq. 5. Leak BusterTM Matrherm 602 MB Xtra Elastomeric Roofing Membrane,EnergyCotcO roof coating applied at 1 to 1.5 gal./sq. 6. TOPCOAT Surface Seal,TOPCOAT Fireshiele SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 gal./sq 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 MIAM tab auNTY Expiration Date: 11/04/13 t ; Approval Date: 03/20/.08 Page 18 of 19 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex P1yTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/4" 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 lbf.,as tested in compliance with Testing Application Standard TAS 105. If the fastener value,as field- tested,are below 2751bf. insulation attachment shall not be acceptable. 6. Fa stene r 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 lue listed within a specific !� l� stem. Should the fastener resistance sy stan es s ce 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 NOA No.: 07-1219.09 Expiration Date: 11/04/13 JAPPROVEDI�n�n E oulv7�r Approval Date: 03/20108 Page 19 of 19 TGFU.R1306 - Roofing Systems Page 3 of 56 &eck: NC Incline:3 Base Sheet:—One ply Type G2"GAFGLAS@#75 Base Sheet"or'Tri-Ply®#75 Base Sheet". Ply Sheet:—One or more plies Type G1"GAFGLAS@ Ply 4"or'Tri-Ply®Ply 4"or"GAFGLAS@ Ply 6". Cap Sheet:—One ply Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri-Ply®Mineral Surfaced Cap Sheet"or"GAFGLAS@ EnergyCapT"BUR Mineral Surfaced Cap Sheet." 6.Deck:C-15/32 Incline:2 Insulation:—One or more layers perlite,glass fiber,polyisocyanurate,urethane, perlite/polyisocyanurate composite,perlite/urethane composite,phenolic, 1 in.minimum(offset a minimum of 6-in.from plywood deck joints). Base Sheet:—One or more plies Type G1 or Type G2 or Type G3. Membrane:—One or more plies"Ruberoid@ Torch Smooth"or"Ruberoid@ Torch Granule"or"Ruberoid@ Torch Granule Plus"or "Ruberoid@ Mop Smooth"or"Ruberoid@ Mop Smooth 1.5"or"Ruberoid@ Mop Smooth Plus"or"Ruberoid@ Mop Granule"or"Ruberoid@ Mop Plus Granule"or"ROOFMatch"SBS Modified Granular"or"Tri-PIy@ SBS Modified Bitumen Membrane"or"ROOFMatch-APP Modified Granular"or'Tri-Ply®TP-4G"or"Tri-Ply®TP-4"or"Ruberoid@ Dual Smooth". Cap Sheet:—Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or'Tri-Ply@ Mineral Surfaced Cap Sheet"or"GAFGLAS@ EnergyCapT" BUR Mineral Surfaced Cap Sheet"fully adhered with hot roofing asphalt. 7.Deck:C-15/32 Incline:2 Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic,any thickness. Base Sheet:—Two or more plies Type G2 or Type G3. Ply Sheet(Optional):—One or more plies Type G1. Membrane:—One or more plies"Ruberoid@ Torch Smooth"or"Ruberoid@ Torch Granule"or"Ruberoid@ Torch Granule Plus"or "Ruberoid@ Mop Smooth"or"Ruberoid@ Mop Smooth 1.5"or"Ruberoid@ Mop Smooth Plus"or"Ruberoid@ Mop Granule"or'Ruberoid@ Mop Plus Granule"or"ROOFMatch—SBS Modified Granular"or'Tri-Ply@ SBS Modified Bitumen Membrane"or"ROOFMatchT'"APP Modified Granular"or'Tri-Ply@ TP-4G"or'Tri-Ply@ TP-4"or"Ruberoid@ Dual Smooth". Cap Sheet:—Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri-Piy@ Mineral Surfaced Cap Sheet"or"GAFGLAS@ EnergyCapT`" BUR Mineral Surfaced Cap Sheet"fully adhered with hot roofing asphalt. 8.Deck: NC Incline:2 Insulation(Optional):—Perlite or glass fiber or polyisocyanurate or wood fiber or mechanically fastened,any thickness. Base Sheet:—One or more plies Type G2,"GAFGLAS@#75 Base Sheet"or"Tri-Ply@#75 Base Sheet". Ply Sheet:—One or more plies Type G1"GAFGLAS@ Ply 4"or"Tri-Ply@ Ply 4"or"GAFGLAS@ Ply 6". Cap Sheet:—Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri-Ply@ Mineral Surfaced Cap Sheet"or GAFGLAS@ EnergyCapT°° BUR Mineral Surfaced Cap Sheet"fully adhered with hot roofing asphalt. Surfacing:—"Fireshield MB"applied at 21/2 to 3.0-gal./100-ft2. 9.Deck:C-15/32 Incline: 1 Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic,any thicKness. Ply Sheet:—Three or more plies Type G1"GAFGLAS@ Ply 4"or'Tri-Ply@ Ply 4"or"GAFGLAS@ Ply 6". Cap Sheet.—"GASFGLAS@ EnergyCap—BUR Mineral Surfaced Cap Sheet". 10.Deck:NC Incline: 1 Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic,2-in.maximum. Ply Sheet:—Two or more plies Type G1"GAFGLAS@ Ply 4"or"Tri-PIy@ Ply 4"or"GAFGLAS@ Ply 6". Cap Sheet:—"GASFGLAS@ EnergyCapT'^BUR Mineral Surfaced Cap Sheet". 11.Deck:NC Incline:2 Base Sheet:—One ply Type G2"GAFGLAS@#75 Base Sheet"or'Tri-PIy@#75 Base Sheet". Ply Sheet:—One or more plies Type G1"GAFGLAS@ Ply 4"or"Tri-PIy@ Ply 4"or"GAFGLAS@ Ply 6". Cap Sheet:—"GASFGLAS@ EnergyCapT"' BUR Mineral Surfaced Cap Sheet". 12.Deck:C-15/32 Incline: 1 Insulation:—One or more layers perlite or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or phenolic, 1-in. minimum(insulation joints offset a minimum of 6-in.from plywood deck joints). Base Sheet:—One or more plies Type G1"GAFGLAS@ Ply 4"or'Tri-PIy@ Ply 4"or"GAFGLAS@ Ply 6"or Type G2"GAFGLAS@ #75 Base Sheet"or"Trl-PlyO#75 Base Sheet"or Type G3"GAFGLAS®Mineral Surfaced Cap Sheet"or"Tri-Ply®Mineral Surfaced Cap Sheet". Membrane:—One or more plies"Ruberoid@ Torch Smooth"or"Ruberoid@ Torch Granule"or"Ruberoid@ Torch Granule Plus"or "Ruberoid@ Mop Smooth"or"Ruberoid@ Mop Smooth 1.5"or"Ruberoid@ Mop Smooth Plus"or"Ruberoid@ Mop Granule"or"Ruberoid@ Mop Plus Granule"or"ROOFMatch—SBS Modified Granular"or'Tri-PIy SBS Modified Bitumen Membrane"or"ROOFMatch—APP Modified Granular"or"Tri-Ply@ TP-4G"or'Tri-PIy@ TP-4"or"Ruberoid@ Dual Smooth." htt-P:H database.ul.com/cgi-bin/XYV/template/LISEXT/I FRAME/showpage.html?name=... 10/29/2012 MIAM MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Polyglass USA Inc. 150 Lyon Drive Fernley,NV 89408 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 RER-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. RER 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: Polyglass Polystick 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 if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA#11-1229.01 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. MIAM4DADE COUNTY NOA No.: 12-0713.02 ... Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 1 of 8 ROOFING COMPONENT APPROVAL Cateaory Roofing Sub-Cate2ory: Underlayment Material: SBS,APP Self-Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick MTS Roll: TAS 103 A homogeneous,rubberized asphalt underlayment 65'8"x 3'33/8" waterproofing membrane,glass fiber reinforced Manufacturing Location 60 mils thick with polyolefinic film on the upper surface for #2 use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Polystick 1R-Xe Roll: TAS 103 and A fine granular/sand top surface self-adhering, ' 3 » underlayment 65 x 3 3-/$ ASTM D 1970 APP polymer modified,fiberglass reinforced, Y p Y sheet material for use as an Manufacturing Location Or 65' x 3 bituminous g #1&#2 60 mils duck underlayment in sloped roof assemblies. Designed as an ice&rain shield and as a flat roof tile underlayment. Polystick TU Roll: TAS 103 and A heavy granuled surface self adhering,APP underlayment 32'10"x 3'33/8" ASTM D 1970 polymer modified,fiberglass or polyester Manufacturing Location 100 mils thick reinforced,bituminous sheet material for use as #1 &#2 an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. Polystick TU Plus Roll: TAS 103 and A rubberized asphalt self-adhering,glass- underlayment 65' x 3'3318" ASTM D 1970 fiber/polyester reinforced waterproofing (Surface Printing) 80 mils thick membrane. Designed as a metal roofing and roof Manufacturing Location tile underlayment. #1&#2 Polystick TU P Roll: TAS 103 and A rubberized asphalt waterproofing membrane, underlayment 32'l 0"x 3'33/8" ASTM D 1970 glass-fiber/polyester reinforced,with a granular Manufacturing Location 130 mils thick surface designed for use as a tile roof #2 underlayment. Polystick Tile Pro Roll: TAS 103 and A rubberized asphalt self-adhering,glass- Manufacturing Location 61' x 333/8" ASTM D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane.Designed as a metal roofing and roof tile underlayment. Polystick Dual Pro Roll: TAS 103 and A rubberized asphalt self-adhering,glass- Manufacturing Location 61' x 3'331x" ASTM D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. NOA No.: 12-0713.02 AD COUrrrr Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 2 of 8 PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick TU Max Roll: TAS 103 and A rubberized asphalt self-adhering,polyester Manufacturing Location 65'8"x3'3-3/8" ASTM D 1970 reinforced waterproofing membrane. Designed #2 60 mils thick as a a roof tile underlayment. MANUFACTURING PLANTS: 1.Hazelton,PA 2.Winter Haven,FL EVIDENCE SUBMITTED: Test Aizency Test Identifier Test Name/Report Date Exterior Research&Design,LLC 11756.04.01-1 TAS 103 04/27/01 11756.08.01-1 ASTM D 1970 08/14/01 02202.08.05 TAS 103 08/29/05 Trinity I ERD P5110.08.07 TAS 103 08/29/07 P10870.09.08-R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798&G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798 &G155 09/01/11 P37300.10.11 TAS 110/ASTM D4798 &D1970 10/19/11 P40390.08.12-1 TAS 103 &TAS 110 08/06/12 P40390.08.12-2 ASTM D 1623 08/07/12 P40390.10.12 ASTM D 1970 10/03/12 PRI Asphalt Technologies PRI01111 ASTM D 4977 04/08/02 PUSA-005-02-01 ASTM D 4977 01/31/02 PUSA-018-02-01 ASTM D 2523 07/14/03 PUSA-035-02-01 TAS 103 09/29/06 PUSA-033-02-01 ASTM D 1970 01/12/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-083-02-01 TAS 103 06/30/08 PUSA-089-02-01 TAS 103/ASTM D4798&G155 07/06/09 Momentum Technologies,Inc. JX20147A TAS 103/ASTM D4798&G155 04/01/08 RX14E8A TAS 103/ASTM D4798&G155 11/09/09 DX23D8B TAS 103/ASTM D4798&G155 02/18/10 DX23D8A TAS 103/ASTM D4798&G155 02/18/10 M� �p®u NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 3 of 8 t t INSTALLATION PROCEDURES: Deck Type 1: Wood,non-insulated Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid,6" o.c. at a minimum 4"head lap. (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-'/2"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. b. Roll or broom the entire membrane surface so as to have full contact with the surface,giving special attention to lap areas. 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.: 12-0713.02 M WDADEC Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 4 of 8 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS,TU Plus,Tile Pro and Dual Pro may be used in asphaltic shingles,wood shakes and shingles, non-structural metal roofing,roof tile systems and quarry slate roof assemblies.Polystick IR-Xe, TU,and TU P may be used in all the previous assemblies listed except metal roofing. Polystick TU Max may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth,clean and dry surface. The deck shall be free of irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times;not to exceed the preceeding maximum time limitations. Exposure Limitations(days) MTS IR-Xe TU TU Plus TU P Tile Pro Dual Pro TU Max Winter Haven,FL. 180 180 180 180 180 180 180 90 Hazelton,PA. N/A 30 30 180 N/A N/A N/A N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 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 of Acceptance.Polystick TU,TU Plus,Tile Pro and TU Max may be used in both adhesive set and mechanically fastened roof tile applications.Polystick IR-Xe,and Dual Pro are limited to mechanically fastened roof tile applications.Polystick MTS is limited to mechanically fastened with battens roof tile applications.Polystick TU P may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. The maximum roof slope for use as roof tile underlayment for(direct-to-deck)tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Polystick IR-Xe Polystick TU,TU Polystick TU Plus,TU P,Tile Max Pro Flat Tile Prohibited without 5:12 No limitation No limitation battens Profiled Tile Prohibited without Prohibited No limitation No limitation battens 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. Battens are required for both loading and installation of tiles at all times. Expiration Date: 09/13/16 MuvMi nAOe counrnr NOA No.: 12-0713.02 . ,...� Approval Date: 02/14/13 Page 5 of 8 GENERAL LIMITATIONS: (CONTINUED) 10. 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 below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. j Roofing Tiles (6 Max Per Stack) 12 C 6 \y Prof Deck prepared vft 1`00WIGKTU Plus.' 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products.Polystick MTS,IR-Xe,TU,TU Plus,TU P,TU Max,Dual Pro and Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS,IR-Xe, TU,TU Plus,TU P,TU Max,Dual Pro and Tile Pro as a component part of an assembly in the Notice of Acceptance. If Polystick MTS,IR-Xe,.TU,TU Plus,TU P,TU Max,Dual Pro and Tile Pro 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: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. MIAMIDADE COUNTY BUILDING PERMIT REQUIREMENT& 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. NOA No.: 12-0713.02 MIAMFDAD,Co ULJNTYM Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 6 of 8 I � POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls,with the exception of Polystick TU Plus should be back-nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type,applied with a minimum I"metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions,at a minimum rate of 12"o.c. Polystick TU Plus should be back nailed in designated area marked"nail area,area para clavar"on the face of membrane,with the above stated nails and/or disks.The head lap membrane is to cover the area being back-nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams(selvage laps)must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps,shall have a 6"wide,uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement,applied in between the application of the lap.The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments.Refer to the Polyglass Tile Loading Guidelines. See General Limitations#9 and#10. 6. Battens and/or Counter-battens,as required by the tile manufacturers NOA's,must be used on all projects for pitch/slopes of 7"712"or greater. It is suggested that on pitch/slopes in excess of 6 1/4"/12",precautions should be taken,such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation&before loading of roofing tiles is Forty-Eight(48)Hours. 8. Polystick membranes may not be used in any exposed application such as crickets,exposed valleys,or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement,Polyglass PG500 MB Flashing Cement to the area in need of repair,followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair.Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry,clean and properly prepared,before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request.It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami-Dade Notice of Acceptance(NOA)approval for Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. NOA No.: 12-0713.02 M�4hiNDADe COUNtt Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 7 of 8 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association(NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No.: 12-0713.02 MIMMADE COUNWM Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 8 of 8 MlIAP414D�ADE MIAMI-DADE COUNTY,FLORIDA MF,TkO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375.2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE OA Entegra Roof Tile,Inc. 1289 NE 9a`Ave Okeechobee,FL.34972 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. BOR.A 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 High Velocity Hurricane Zone of the Florida Building Code, DESCRIPTION:Plantation Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or,its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA No. 10-0804.15 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. NOA No.: 10-1202.01 MIAMI-DADS CouNTY Expiration Date: 12/08115 Approval Date: 12/30/10 ,...• , pp Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1.SCOPE: This renews a roofing system using Entegra "Plantation" concrete roof tile, as manufactured for Entegra Roof Tile, Inc. in Okeechobee, FL as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Test Product Applicant Dimensions Specifications Description Plantation Tile Length: 16'/2" Fiat concrete roof tile for direct deck or Width: 13" TAS 112 batten nail-on. Trim Pieces Length:varies Accessory trim,concrete roof pieces for Width: varies TAS 112 use at hips,rakes ridges and valley Thickness:varies terminations 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications,a static field uplift test 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. 4.INSTALLATION: 4.1 Entegra Roof Tile,Inc.'s Plantation Flat Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,119,& 120 4.2 Data For Attachment Calculations NOA No.:10-1202.01 Expiration Date: 12/08/15 atuu��uao�CO uNnr Approval Date: 12/30/10 Page 2 of 5 Table 1: Average Weight(W)and Dimensions(1 x w ) Tile Profile Weight W(Ibf) Length4(ft) Width-w(ft) Plantation Tile 11.6 1.375 1.08 Table 2: Aerodynamic Multipliers - 0 Tile X(ft3) X(ft3) Profile Batten Application Direct Deck Application Plantation Tile 0.267 0.289 Table 3: Restoring Moments due to Gravity-M (ft-Ibf) Tile 2 12" 3"• 12" 4"• 12" 6 12" 6 12" Greater than Profile 7": 12" Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Deck Deck Deck Deck Deck Deck Plantation 7.22 7.91 6.85 7.79 6.75 7.67 6.61 7.52 6.44 7.32 6.26 7.04 Tile Table 4: Attachment Resistance Expressed as a Moment-M,(ft-lbf) For Nall-On Systems Tile .Fastener Type Direct Deck Direct Deck Battens Profile (Min 15132" (Min. 19132" plywood) plywood) Plantation Tile 2-10d Ring Shank Nails 30.9 38.1 17.2 1-10d Smooth or Screw 7.3 9.8 4.9 Shank Nail 2-10d Smooth or Screw 14.0 18.8 7.4 Shank Nails 1 #8 Screw 30.8 30.8 18.2 2#8 Screw 51.7 51.7 24.4 1-10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Clip) 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Clip) 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip) 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Clip), 2-10d Ring Shank 50.3 65.5 j 48.3 Nails' 1 Installation with a 4"Vile headiap and fasteners are located a minimum of 2'/2'from the head of tile. NOA No.: 10-1202.01 Expiration Date: 12/08/15 Mu4Nt�nnn�couNrr Approval Date: 12/30/10 Page 3 of 5 Table 6: Attachment Resistance Expressed as a Moment Mf(ft-Ibf) For Two Pa Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Plantation Tile Adhesive 311 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weights per patty 13.9 grams. Polyfoam Product Inc.Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-Ibf) For Sin le Patty Adhesive Set System Tile Profile Tile Application Minimum Attachment Resistance Pol ProTm 118.9 Plantation Tile Pol ProTM 40.4 4 Large paddy placement of 45 grams of Pot ProTm. 5 Medium paddy placement of 24 grams of Pol ProTm. Table 7: Attachment Resistance Expressed as a Moment- Mf(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Seespecific mortar manufacturer's Notice of Acceptance. 5. LABELING 5.1 All tiles shall bear,the imprint or identifiable marking of the manufacturer's name or logo as seen below or following statement: "Miami-Dade County Product Control Approved". 5.2 Entegra Roof Tile, Inc.'s Plantation Roof Tile bears the following markings: USA "E" USA,"E",Entegra"E",where the E is a stylized logo. 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. 7. MANUFACTURING LQCATIONS 7.1 Okeechobee,Fl, NOA No.: 10-1202.01 Expiration Date: 12/08/15 MrtNi NTM Approval Date: 12/30/10 Page 4 of 5 PROFILE DRAWING PLANTATION PLAT CONCRETE TELE �6d 5F? END OF THIS ACCEPTANCE NOA No:: 10-1202,01 Expiration Date: 12108/15 M�nM1 APPR cD 1 Approval Date: 12/30/10 Page 5of5 MAW MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/sera 3M Company 3M Center Building 0220-05-E-06 St.Paul,MN.55144-1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:3Mrm 2-Component Foam Roof Tile Adhesive AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA# 11-0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0228.18 Expiration Date:05/10/17 MIAMI•DAD;CO;NTY Approval Date:05/10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3Mrm 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance.For the locations where the design pressure requirements,as determined by applicable building code,does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127,for use with approved flat,low,and high profile roof tiles system using 2-Component Foam Roof Tile Adhesive AH-160. Where the attachment calculations are done as a moment based system for single patty placement,and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2-Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser 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 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Prove Test Results Density ASTM D 1622 1.6 lbs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Fe Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40'F.,2 weeks +6.0%Volume Change @I 580F., 100%Humidity,2 weeks Closed Cell Content ASTM D 2856 86% NOA No.: 12-0228.18 MI NAM 4DADOE COUNTY Expiration Date:05/10/17 ... Approval Date:05/10/12 Page 2 of 7 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA 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 N3-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 Celotex Corp.Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,low,&high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI-STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. 'F - W F'= 2 - MS NOA No.: 12-0228.18 M1AMaD1we Co= Expiration Date:05/10/17 Approval Date:05/10/12 Page 3 of 7 INSTALLATION: 1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-160. 2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall provide sufficient attachment resistance,expressed as an uplift based system,to meet or exceed the uplift resistance determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the"A" component and the "B"component shall be maintained between 1.0-1.15(A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF 1000 or ProPack®30& 100 dispensing equipment only. 7. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive.Tile must be set within 2 to 3 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH-160 has been dispensed. 9. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty weight shall be in accordance with the'Placement Details'herein. Each generic tile profile requires the specific placement noted herein. Table 1:Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Two Paddy Weight per Min.(grams) paddy Min.(grams) Flat,Low,Fligh Profiles #1 35 N/A High Profile(2 Piece Barrel) #1 17/side on cap and 34/pan N/A Flat,Low,Fligh Profiles #2 24 N/A Flat,Low,High Profiles 1 #3 8 NOA No.: 12-0228.18 MIAM4DADE COUNTY Expiration Date: 05/10/17 Approval Date:05/10/12 Page 4 of 7 i t LABELING: All 3MTM 2-Component Foam Roof Tile Adhesive AH-160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nam through plastic cement Paddy(Beneath Tile) Nail through plastic cement Paddy(Beneath Tile) Umledaymord umiedayment e� o- 1 1 101n. -'21n o Eave Course e Fasda Eavecourse Fasda Weephcle Eave course only: Eave course only: Eave closure Eave Closure Keep adhesive approx Keep adhesive approx Drip edge 4 in.up from weepholes 41n.up from weepholes Neil through plastic carnets paddy(Beneath Tile) Options!2z4's for 1)Place enough adhesive to achieve 17 to 23 Steep Pitch applications Nall through plastic cement Underlayment square Inches in contact with the pan toe 2)Turn covers upside down.Place adhesive 1121n. To 1 In.From outside edge of cover toe. Then insthll the tore, o Underlayment ?s i 101n. o . � o 21n. c /r o Eave Course -_ Eave Closure Remove Keep adesiv ap or rtion Sheathing Keep adhceive approx 41n.up Fade ofPtir�e save from Wcepholes course cover Me. Abut to second course of Optional pan roles.Ensure save end of Point-up Mortar pan and cove dies are on longitudinal flush at eava line. edges oftile Eave closure Wcephols Fascia (mortar shown) NOA No.: 12-0228.18 MIAMI-DADS COUNTY Expiration Date: 05/10/17 Approval Date:05/10/12 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nail through plastic cement Paddy(Beneath Tile) Nail through plastic cement Paddy(Beneath rile) Underiayment ° Underiayment 1 1 71n. 2 in. 7r I& — Eave Course ° ° Fascia Fascia ' Weephole Eave Course Eave closure Eave Closure Drip edge Nall through plastic cement Paddy(Beneath rile) Underiayment 7 in i.e n. Eave Closure Eave Course Fascia NOA No.: 12-0228.18 MIAMI•DADE COUNTY Expiration Date:05/10/17 ... , Approval Date: 05/10/12 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement Paddy Nall through plastic cement Single paddy under file (between tile) Undeflayment Single paddy between file Paddy 2 In.x 7 In.medium (under file) o size paddy save course only 9 Single paddy 3 In n.x 3 in. x 31n. under the 4 in. 2 in Single paddy on 21n. 41n. Single under- o paddy on layment under- layment a Single paddy Fascia Eave course on top of tile Weephole Single paddy Eave a closure size paddy save -,��Dflp edge on top of file 2 In.X 7 In.medium Course Fascia course only Nall through plastic cement Single paddy under the Single paddy between tile e-"13'I n.x 3 in. 41n. Single paddy on undedayment 2 n. Single paddy Eave Closure on top of the 2 In.x 7 In.medium size paddy am course only Eave Course Fascia END OF THIS ACCEPTANCE NOA No.: 12-0228.18 MIAMI•DAbE COUNTY Expiration Date:05/10/17 Approval Date: 05/10/12 Page 7 of 7