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RF-11-364Inspection Number: INSP - 157838 Scheduled Inspection Date: April 11, 2011 Inspector: Bruhn, Norman Owner: PACE, BRUCE Job Address: 69 NE 98 Street Project: <NONE> Miami Shores, FL 33138- Contractor: JOHN BUSTA ROOFING INC Building Department Comments April 08, 2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Phone Number Permit Number: RF -3 -11 -364 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Parcel Number 1132060131150 Phone: (305)757 -7620 REROOF TILE/FLAT Passe %,/,,6 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 156642. POLYSTICK CANT BE EXPOSED ON OPEN VALLEY SEVERAL BROKEN TILES. JR Page 13 of 20 RE: Permit # 3 °// 9 DATE: 03- /Z - -DV/ INSPECTION AFFIDAVIT , � I \ c 4/, /, p ai 1e 12 � licensed as a Engineer / Architect, (Print name and circle License Type) License #: C C C - 056 g On or about « _/ fie % /1 , I did personally inspect the roof deck nailing and (Date & time) Secondary water barrier work at 9g/i. 67 (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit p Manual Based on 553.844 F.S) Signature State of Florida County of Dade: Revised on 512112009 Swam to and subscribed before me this _ Notary Public, Sate of Florida at Large M iami Shores Viiiage Building Department FS 468 Building Inspector 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 The undersigned, being the.first duly swom, deposes and says that he /she is the contractor for the above property mentioned. day of man. C X011 � Pav e� LORRAINE KELLER 4 _:° `1+: Notary Public - State of Florida My Comm. Expires Apr 16, 2014 , ��°, ,,, =. ' Commission # 00 966253 Bonded Through National Notary Assr • 'General, Building, Resldentlal, or Roofing Contractors or any individual certified under 468 F.S. to make such an Inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection Feb 25 11 10:54a T Nam John Busta Roofing, Inc BUILDING I"E IT AAPILICATION Arrlttain /Engineer s -Name (if applicable) Value of Work For Ibis Permit $ ami Shores Village B Department .0050 N.E2n3 Avenue, Miami Shores. Florida 33138 Teti (305) 7952204 Fax: (305) 756.8972 N/A Type of Worts lion • QA�tion QNew , De�bework: -�� 7E420: 7 /E:=;, /3Ae//. Pernik No lam/ ~ /�b f7;: Master Permit Na. Permit Type (circle): :BaitdMg C Roorinf Owls Manic (fee simple Pf, a P frt. p14E P a! • e gge 9/7-7 9 7- VI Owner's 41dress„.2/0312_22(kja: City -&(- Sox/ State . /1/41/ Vow 7i, /25°3 Job Address (whale die. work is being done) 6 9 AA E . 9g /I. ST/E.�7 sn�vi i . County i- �, 33/.5e F01,10 t 1PARCE' d 1 3?-0 - O/.3 - 1/50 .. . -. Is ButlfinglfistoricallY Designated'. . YES NO . c es Cotnpa;y ®Wit/ �l,&S ? ,011 Phone 0 3o.g -- 7f.7 ° - - 7 Contractor's Address 00 /t � sr. ie ' City. Af / � ' � - cS tgeE . State z 337 = �. Qualifier Naive &/ -/// ,9r 4 / - .s-k. # 305 2/9- l� P • State or Registration No e& - O g ®Y Certificate of competebcy No. AVA - Phone /VA Linear Footage °Mork: � � 5 S; f=. Notary $ Fee $ Scanty/rig $ Radon $ -Bond $ Cede Enforcement $ Die Fee $ Str uctmral Recto" w. $ Total Fee Now Omit DPBR $ 3057572728 Zoning $ Technology Fee $ • See Rein one side- -1 p.2 a* o eop ******* Submittal Fee $ Sa 60 Porn* Fee $ ,:�a� ID CCF $ COfCC ale PAGE 2J • RCVD AT 212512011 10:54:00 AM [Eastern Standard Tame) • SVR:TE=RRARAX0111 • DNIS:7758584 • CND:3057572728' DURATION (nm- ss):02 • Feb 25 11 10:55a John Busta Roofing, Inc i�r'slY • Cif apgl cables} N� y's *rem il/4 • State A :Mod e l ender's Name (if iagpGca .0 'Itdoitga Leg's Adel ss A Application is herebry made to obtain* permit to do the work and installations as indicated: I ceiii€y *at no w ' or. mstallatiOn has', commenced prior to the issuance of a permit and that all work wifi : be .perfoatncd to meet the standards of ay laws segeiatiog .cvo iof.iu.thisjtitis.diction..1 undemtaud that a s permit. mustbesecrged forELEG°rRT:AL PLOMB ,N' . fi..SIGNS,, WELLS, POOLS, FURNACES, BOIL, HEATERS; TANKS and AIR TF1Ol tS, ETc:.:.:; .- OWNER'S AMID .F�AV1T: I certify that aU the foregohtg information is =male and that all wadi - will belle= in- compliance with all applicable Iavars won and- zoning. • !'WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE 01? COMMENCEMJ T'MAY RESULT IN YOUR... PAYING. TWICE FOR IMPROVES TO YOUR PROrRT . W YOU . IISITEND TO OETAJN ; FTIANd . CONSULT WITH YOUR LIFER • OR AN ATTORNEY - BEFORE . RECOII DJNG YOUR . NOTICE OF ' •COMMET '" • Notice Ito Applir As condition to .the Itsuaroce of a buttdang permit with an estimated valum.reeeeding $2500: applicant artist .* promise in goad faith that a copy of the notice of commencement and construction lien law i lure Wittbe delivered to she person -whose propeay is subject to attachment. Also. a certifted copy of the recorded notice of conimencement ntust be potted of the jab site .farth efirst intimates, which occurs seven (7) days r the burg Permit is issued. In. the absence of such. prism Jilk notice, the inspection will not be , , . and a 4' charged - `. \10 The foregoing instrument was acknowledged before m a this ;. • day of InA '�, 20A,,, by Like Lli.txieL who is personally known to me or who has produced • As identification and who did take= oath- as ideal fication and who did•take an ooh. LB • NOTARY PUBLIC: �. n4•,„ LORRAIN IT A % Notary Public - State of Florida 1 . " • ° My Comm. Expires Apr 18, - t 1 ,a c 1.1!. s.� "ue ^°`� Commission apt.. ,,_ � nded Througn -Naf Hsi N ' 3 A Print • C� V V M 11(∎j�e • Q c�.� 1 n +,nr 4 J N j / p i ly Commissioa-Facpirm. C �� "_ _ t to cam o (L( M' 21-S.Vt L I (a e t c1 **** ********* ** .a **********ssa e APPLICATION APPROVED BY: (Revised 07[10f07) - or Agent 4j 3057572728 p.3 C'onliactor The foregoing instrument nt wa:: acknowledged me ilia FhWet_____WabAa3 who is p e r s o n a l l y k n o w n t o ere o r w h o has Luc ed Engineer 7.ening PACE 318 • RCVD AT 212512011 10:84d1OAM [Eastern Standard Timer SVF TERRAPAX01w • DNM:7755554 • cs 3os7572728 • DURATION (Harass) :0247 Plans Examiner Feb 25 11 10:55a John Busta Roofing, Inc OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE. BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2^d Ave Miami Shores, Fl 33138 Re: Owner's Name: 0/4-E. T. Ge/Z&J/le.L_ &t( /tf, 4') E Property Address: 6 9 M E. 9 514. <5 =f-7- Roofing Permit Number: Dear Bulldbrg Official: I LYLE \ . 'C�/�2 /LL. - &Met * X4(4 that I am not required to retrofit the rr of to wall connections of my building because: The just valuation for the structure for purpose of ad valorem taxation Is less than $300.0 30.00. Please attach proof of ad valorem taxation, 0 o The building was constructed in compliance with the provisions of the Florida Building Cc:de (FBC) or with the provisions of 1994 - $ • n of the South Florida c' ' ing Code (1994 SFBC) L State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Swam to and subscribed before me this a day of C-1" Notary Pubitc, Sate of Florid at Large Print Name 3057572728 p.5 lEikeER Act • When theism valuation of the structure for purposed ad valorem taxation is equalbor mom than 531 0,Ooa00. and SPBC.'Ihen you must woke a burg appitadbn from a General Conaactor foriha Roof b Wail connection Hun MI !gallon. Miami Shores Vmage Buillding Department Date: O3 - O?-.ZO // 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Bashed on5121/2009 PAGE 518 • RCVD AT 2125/2011 10:54:00 AS1 Standard Time)• SYR:TERRAFAX0111 • DIGS:7750504• CS1D:3057372729 • DURATION Sma- ss):0247 ____ ���•°s'r' pL LORRAINE KELLER r o ' c: s Notary Public - State of Florida My Comm. Expires Apr 16, 2014 % Al Commission # DD 966253 Bo ed h a tonal Notary Assn. Prknay 1000 SP1GLE FAMLY RESIDENCE CLIP: 0001 RESIDENTIAL - SINGLE FAMLY Beds/Baths: 312 Floors: 1 Living Units: 1 Al Sq Footage: 1,758 Lot Sze: 8,625 SO FT Year Built 1939 $0/$157,699 MIAMI SHORES SEC 1 City AM) PB 10-70 E1/2 OF 304171,723 L OT 19 & ALL LOT 20 Legal BLX 8 LOT S E 75.000 X Description: 1 15 COC 22592- 0993 07 2004 5 OR 22592-0993 0 704 01 Year: 2010 2009 «a Applied Applied Taxing Authority. Exemption/ Taxable Exemption/ Taxable Value: Descri. ion: Value: Regional: $0/$157,699 $0/$171,723 County $0/$157,699 604171,723 City 304157,699 304171,723 School Board: $01$157,699 $0$171,723 Folio No.: 2010 Sale Amount «a misamp 2592 -0993 Sales - which are • ualification . isqualified as a result of Descri. ion: =xamaiation of the deed View Additional Sales Folio No.: 2010 Pr.. Land Value: Mailing ORETTAJ OLSON LE • .. ess: 'OSEMARYOLSONREM 385,439 0465 SW 52 ST COOPER $157,699 ITY FL sassed Vaie: <c28- ear: 2010 2009 Land Value: $77,798 Building Value: $79,901 385,439 = et Value: $157,699 0171, sassed Vaie: 3157,699 171,7 Miami -Dade My Home iami.a:e,.o Show Me: Ftepe tyl (u I Search By: Seledttrrn My Home ® Text only rA Property Appraiser Tax Estimator 11 Property Appraiser Tax Comparison Summary Details: Pro perly Informati on: Assessment Information: Taxable Value Information: Sale Information: ACTIVE TOOL: SELECT Aerial Photography - 2009 My Home I Property Information I Property Taxes I My Neighborhood I Property Appraiser Home 1 Using Our Site 1 Phone Directory! Privacy 1 Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Web Site ©2002 N6ami -Dade County. Al rights reserved. 0 http://gisims2.miamidade.gov/myhome/propmap.asp MIAMIDADE 112 ft Legend Property N Boundary Selected Property o w°` Street Highway Miani -Dade County Water 1 of 3 3/2/2011 6:50 AM t 'LO •t1 iiu:ooa Jonn !Susie rw onng, Inc NOTICE OF COMMENCEMENT A RECORDED f OPYMUSV BE POSTED W# TEEMS CITE AT TIE OF iFIRST INSPECTION PERMIT NO T1UC FOU0 NO. 1/ 32a. - O/3 • / /S STATE OF FL 1 HEREBY CER, uriginat Nail in 11 TI-E UNDERSIGNED hereby gives notice that Improvements will be made to property, and in accordance with Chapter 713, Florida Statutes, the fcYowiriilf t Is provided M m thht Notice of Comenn;,jnant. HARVEY RUVi b IAI t OF FLORIDA: COUNTY OF MIAMI -DADS 1. Legal description ot property and saeet/aadress /WA % ORES OF 2ML� AMIE Y-47.il - ' i Iff_71 A/ r/11/ FCC 33/39 2. Description of Improvement; 3.Owrer(s) tarns and addryam Interest in property: SA /.6 (VI Name and address of fee simple tlttaholder 4. Contractor's name, address and phone member. • RAIr rcriag ac re 744 7-1 .NZn_47/711-1wlkt•X 5. StretY: (F'ayme t bond required by , from coraractar, 11 any) Name, address and phone r7" Amount of bond S 6. Lender's nania and address /t /R 7. Persons within the State of Honda designated by Owner Mort whom notices or other doarnents mar be served as provided by Seen 713.l3tlX(a)7., Florida Sautes Name, address and phone number. /(/A B. In addition to Mensal?, Owners designates the fcdlowing persons) to receive a copy of the Uenar's Nor: ce as provided In Section 713.13(1()(b), Florida Statutes. A Name, address and phone number: /./�7 9. lion date of this Notice of Commencement: - (Ma exptralrau data Is 1 year torn ow data at rora+mng unless a [Nereid date Is specified) WARNING TOOWFS ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COM " IENiCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713; PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESIN' iN YOUR PAYING TWICE FOR iMPROVEMENTS TO YOUR PROPERTY: A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED !.IN THE .1015 STTE BEFORE THE FIRST INSPECTION. IF YOU s. : . TO OBTAIN FINANCING, CDVSULT WITH YOUR LENDER 0R ANA'' - I nL BEFORE COMMENCING WORK OR RECORDING YOUR •4!'` COMMENCEMENL 1 . Signature(s) of • r ,t..) Authorized Officer /Director/Per neriManager Prepared Sy _: Prepared By Print Nance etn— ,.ra . lS * (j 4L- U Print Name Title/Office Titter/Office STATE OF FLORIDA COUNTY OF MIAMI-DADE Th � • I. ig . Q d l� l \ me CI —a.- day of 1C1. LP CI individually. or ❑ as for afrersonally ieiown, or ❑ produced the following type of identirfication: Signature of Notary Public Print Name. 1 •,' a 6 ..1 • "-- '7lLS� 'Y_.Yi i_ °JP Under penalties of 1 declare Mat I have read the foregoing and that the facts sloth are true, to the best of my knowledge and belief. Owner(s)'s Atdharired OfflcerlDirectorfP S V/1 _ � /�-1 �^ By wawa ME 1 111111 11111 11111 11111 11111 11 11111111111 BY c FN 201 1 8013 x711 1 OR Bk 27603 Ps 17164 (las) RECORDED 03/02/2011 12:25 :24 HARVEY RUVIH, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE IDA, COUNTY OF DADE FY that this is a tree copy of the day d A D 20_.4_ -- and Official Seat CLER Cfrc Courtly Courts Space above n emoted tar use of recording office S / AN4 " /O- 7b of PAGE 418 • RCVD AT 212512011 10:54:00 AM (Eastern Standard Time] • SVR:TERRAFAXOiII • DNiS:7758584 • C13m :3057572728 DURATION (m m- ss):0247 O.C. ' itt LORRAINE KELLER $ `0; Notary Public - State of Florida rr I My Comm. Expires Apr 16, 2014 o Commission # DD 966253 Bonded Through National Nc ry Cy? yd 3,0 ivEfArr, /L 1/6iv , "133/ 1. SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTfFIC 4TION FOR ROOFING CONSIDERATIONS R44(0.13.1 Scope. As it pertains to the section, it is the responsibility of roofing co: tradt r to provide the owner with the required roofing permit, and to explain to the owner the content of the section The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing sr! tem installations. Additionally, the following items should be addressed as part of the agreement betwee n the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of prz iding that the roof system meets the wind resistance and water instruction pe formance standards. Aesthetics (appearance) are not a consideration with respect to workmanship pro iisions. Aesthetic issues such as color or ar+chtiectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2 — ice Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be re :.i, =' in accordance with the current provisions of Section R4403. (The roof dekc is usually concealed prior to removing the existing roof system). 3. _I. Common roofs: Common roofs are those which have no visible delineation between neighboring un -.e., townhouses, condominiums, etc.) in buildings with common roofs, the r3oflng contractorandlor owner should notify the occupants of adjacent units of roofing to be performed. 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be , - . from below. The owner may wish to maintain the architectural appearance; ihererare, roofing nail pe - • on alit* underside of the decking may not be acceptable. This provides the option of maintaining the 5. I, Ponding water: The current roof system and/or deck of the building nay not drain well and may ca water to pond (accumulate) in low -lying areas of the roof. Pounding can be an Intication of struck al distress and may require the review of a professional structural engineer. Poundit g may shorten the lee expectancy and performance of the new roofing system. Pounding conditions ma • 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 oft so that the roof is not ove - from a buildup of water. Peuimeterle ge wall or other roof extension Wray block this discharge g 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. Ventilation: Most roof structures should have some ability to vent na• trial airflow through the ante .• r e structure assembly (the building itself). The existing amount of attic 'entilation shall not be reduced. It may be beneficial to consider additional venting which can result in ex 3nding the service life of the roof. Owner# gedt's Sig Revised on 719/2009 LD id Contractor Signature PAGE 616' RCVD AT 212512011 10:54:00 AM (Eastern Standard Timm • SVR:TERRAPAX0111 • DNI8:7156564' CSID:3057572728 • DURATION (mm- ss):0247 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES FLORID Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Fo Sermon A (General InfOrrnation) Master Permit No. Process No. Contractor's Na me / Job Address l 7 7 ME. 9 g ❑ New Roof ❑ Low Slope ❑ Asphaltic Shingles ❑ Mechanically Fastened Tile Morta ❑ Metal Panel /Shingles ❑ Wood Shingles/Shakes ❑ Prescriptive BUR -RAS 150 ROOF TYPE )(Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Area (SF) Steep Sloped Roof Area (SF) Total (SF) 22,00 2.5 A ertion R (Roof RI An) 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. 0? 13 Ia, BUILDING CODE — BUILDING IG F LA • ■ ZONING DEPT BLDG DEPT tiv 8 IS l vine ■ r e— .44 ., 2-- er SuBJECT 10 COLMAN= IMIN AU. FEDBIAL. STATE AND COUNTY RULES AND REGULATIONS Section C (Low Slope Application) FIII in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA ") System Manufacturer: /"OCR° (L A SS Product Approval No.:07— Gg.2.Z / /0 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: — Pmax2: Q / - � Pmax3: /3/ Max. Design Pressure he tpecific Product Approval system: S;C .S Deck: � N ° /) /VP /.9 Type: ®® ® Top Insulation Layer: I(/JA 3k ,, Gauge/Thickness: V Slope: , — /2, 750RsF /PLY Anchor/Base Sheet & No. of Ply(s): 5LiQS�. 4SF— �/'�(///A/ Anchor/Base heet Fa�st at vial: `/ 1� /'7 /N e ps ' �I 3 'd • It/ ' 0' - ' D �nsuul�ti n Base Layer: 8" O•C. /,y 3 �ILs 2116/35e60 Base Insulation Size and Thickness: N /.Q Base In ulatIon Fastener /Bonding Material: /V7A Top Insulation Size and Thickness: ■(// Top Insur Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): <SEE AF. /,E Base S� eh.FAg pp Nnjii: e 7A5F Ply Sheet(s) & No. of Ply(s): RZMSIOR.E - .SA Y — 1 P14/ Ply She t Fastener n M rial: Top Ply: EMS - 70 5A P Top Ply Fas din a I• FLORIDA BUILDING CODE — BUILDING Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form. Surfacing: / Fastener Spacing for Anchor /Base Sheet Attachment: Field: g " oc @ Lap, # Rows 3 @ ' " oc Perimeter:: " oc © Lap, # Rows 6 oc Corner: to " oc @ Lap, # Rows / . @ (/J " oc Number of Fasteners Per Insulation Board: Field Ni9 Perimeter ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Corner T Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit FT. ?sz Parapet Height Mean Roof Height Roos ysti rtl. _M 21flpy Notice of Acceptance Humber: 07- /023. .. Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations)• 4' P2 . 1: /Odd P3: /00.,4 Maximum Design Pressure (From the Product Approval Specific System): ALS•S ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section Il (Stepp SInped Rnnf System) [Ridge Ventilation ?AJ / Mean Roof Height: Steep Sloped Roof System nescriptinn \ Deck Type: /04, g \ Type Underlayment: Insulation: Fire Barrier: /9STA( C 7/P7E' -#30 N/A 11//A Fastener Type & Spacing: Adhesive Type: Type Cap Sheet: QOL/ f Pow s77 Roof Covering: 1 _ �FErYI .� 3" 3''- l.6r9 4i41_1/.— GoNRF Type & Size Drip Edge: FLORIDA BUILDING CODE — BUILDING Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table I 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 x Product Approval Restoring Moment due to Gravity M g Product Approval Attachment Resistance Mr Product Approval Required Moment Resistance M Calculated Minimum Attachment Resistance p Product Approval Required Uplift Resistance Fr Calculated Average The Weight W Product Approval Tile Dimensions L= length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. ROOF ASSEMBUES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form. Saction E (Tile Calculations) For Moment based tile systems, choose either Method I or 2. Compare the values for M with the values from Mr. If the Mr 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 l : 1 7 1 7 J x x . 2? 9 =`L9.. 7 ) - M 9 = M r1 7 '• 79 Product Approval Mf 4 "S tP2# x x' � g r.7•D - M g 7 , 7 � / j = M r 2Z �./ Prod uct ApprovalMf` (P34. x A.'2 / _f ) - Mg� 7 / = m,73. / Product Approval Mf` T� S Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mr M, reguired Moment Resistance* Mean Roof Height - Roof Slope 4, 2:12 3:12 4:12 6:12 6:12 7:12 15' 34.4 32.2 30.4 99.4 26.4 24.4 20' 38.6 34.4 32.2 30.1 28.0 26.9 25' 38.2 36.0 33.8 31.6 29.4 27.1 30' 39.7 37.4 36.1 32.8 30.6 28.2 40' 42.2 39.8 37.3 34.9 32.4 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Moment Based The Calculations Per RAS 127" (P xL = xw: = .J -W: xcos = Fri (P2: x = xw : =) -W: x cos = F r 2 ( Pg: xL = xw: =j -W: x cos =Fi Product Approval F' Product Approval F' Product Approval F FLORIDA BUILDING CODE - BUILDING MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass 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). his 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 suc and the AHJ may immediately revoke, modify, or suspend the use of such pro&ct or their jurisdiction. BORA reserves the right to revoke this acceptance, if it is deteatineWJEZ County Product Control Division that this product or material fails to meet tII req 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: Polystick MTS, 1R-Xe, TU, TU Plus and TU P hi i�rancvji•i 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 shabe considered after a renewal application has been filed and there has been no change in the applicabit building code negatively affecting the performance of this product. TERMINATION of this NOA wffl occur after the e,iratian date or if tare has Zeen a revision or change in the materials, use, and/or manufacture of thrprodUct 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 NOIX shall be provided to the user by the manufacturer or i distributors and shall be available for insp4tion at the job site at the request of the Building Official: This NOA revises N ., 4 .41∎4∎ 7 al' through 6. The submitted docuntElinftffill WU t'_.._ INV Xi 2 NOA No.: 09- 0806.07 Expiratirp Date: 09/13/11 AppmV111 Date: 03/31/10 Page 1 of 6 ROOFING COMPONENT APPROVAL Cateeorv: Sub - Category: Material: PRODUCTS DESCRIPTION: Product Polystick MTS underlayment Manufacturing Location #2 Polystick IR -Xe underlayment Manufacturing Location #1 & #2 Polystick TU underlayment Manufacturing Location #1 & #2 Polystick TU Plus underlayment (Facer of Membrane Labeled in Orange or Black Ink) Manufacturing Location #1 & #2 Polysta TU P underlayment Manufacturing Location #2 Dimensions Roll: 65'8" x 3'3 60 mils thick Roll: 65'8" x 3'3- 80 mils thick Roll: 32'10" x 3'3 100 mils thick Roll: 65'8" x 3'3 80 mils thick Roofing Underlayment SBS , APP Self - Adhering Modified Bitumen Test Specification TAS 103 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 Roll: TAS 103 and 32'10"x3'3-318" ASTM D 1970 130 mils thick MANUFACTURING PLANTS: 1. 555 Oakridge Road, Hazelton, PA 2. 621 Sniveley Avenue, Winter Haven, FL Product Description A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. 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 file 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 tile underlayment. A non - wicking fabric surfaced, self-adhering, APP polymer modified, fiberglass reinforced with a high stuungth polyester fabric, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof file underlayment. A rubberized asphalt waterproofing membrane, glass- fiber /polyester reinforced, with a gin' ular surface designed for use as a tile roorlmderlayment NOA No.: 09-0806.07 Expiration Date: 09/13/11 Approval Date: 03/31/10 Page 2 of 6 EVIDENCE SUBMITTED: Test Agency Exterior Research & Design, LLC Trinity I ERD PRI Asphalt Technologies Momentum Technologies, Inc. INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated Base Sheet: One or more plies of ASTM D 22& Type 1I or ASTM Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 60 Wet . r ME SA MOMS SWIM MISMISIMETII DS SWAM 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 - %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 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. Teat Identifier #11756.04.01 -1 #11756.08.01 -1 #02202.08.05 #P5110.08.07 P10870.09.08 -R1 P10870.04.09 PRI01111 PUSA -005 -02 -01 PUSA - 018-02 -01 PUSA -035 -02 -01 PUSA - 033 -02 -01 PUSA -055 -02 -02 PUSA -083 -02 -01 PUSA - 089 -02 -01 JX20H7A RX14E8A DX23D8B DX23D8A Test NamelRenort TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 TAS 103 /ASTM D4798 & G155 ASTM D 4977 ASTM D 4977 ASTM D 2523 TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 Date 04/27/01 08/14/01 08/29/05 08/29/07 12/04/08 04/13/09 04/08/02 01/31/02 07/14/03 09/29/06 01/12/06 12/10/07 06/30/08 07/06/09 04/01/08 11/09/09 02/18/10 02/18/10 NOA No.: 09- 0806.07 Expiration Date: - 49 /13/11 Approval Date: 03/31/10 Page 3 of 6 Tile Profile Polystick MTS Polystick IR-Xe Polystick TU, TU Plus TU P Flat Tile Prohibited without battens 5:12 No limitation Profiled Tile Prohibited without battens Prohibited No limitation GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS and TU Plus may be used in asphaltic shingles, wood shakes and shingles, non - structural metal roofing, roof tile systems and quarry slate roof assemblies. IR -Xe, TU, and TU P may be used in all the previous assemblies listed except metal roofmg. 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 adhered directly over a pre- existing roof membrane as a recover system. 6. The following membranes manufactured in Winter Haven, FL Plant; Polystick MTS, IR-Xe, TU, TU P and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polystick TU Plus manufactured in Hazelton, PA Plant shall not be left exposed as a temporary roof for longer than 180 days after application. Polystick IR-Xe and TU manufactured in Hazelton, PA Plant shall not be left exposed as a temporary roof for longer than 30 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. 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 the manufacturer's Notice of Acceptance. Polystick TU and TU Plus may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR Xe is 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 file applications with the exception of mortar set tile applications. 9. The maximum roof slope for use as roof file underlayment for (direct-to-deck) tile assemblies shall be as follows: (See Table Below) 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. Polystick MTS shall not be used in direct -to -deck applications. Battens are required for both loading and installation of tiles at all times. 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. 0 O. 0 Vol r B Roofing Tiles (6 Max Per Stack) 12 NOA No.: 09- 0806.07 Expiration - Date: 09/13/11 Approval Date: 03/31/10 Page 4 of 6 GENERAL LIMITATIONS: (CONTINUED) 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 and TU P may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR Xe, TU, TU Plus and TU P as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, IR Xe, TU, TU Plus and TU P 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. !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. 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 1" 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 P,o„iium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. NO Na.: 19. 0806.07 Expiration Date: 09/13/11 Approval Date: 03/31/10 Page 5 of 6 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 W' /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, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic 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. 13. Polyglass offers a 10 year Limited Material Warranty on all properly installed Polystick self - adhered underlayments. Warranty must be requested and registered by Polyglass to be in force. 14. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894 -4563. 15. 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 VOA No.: 09- 0806.07 Exptratlon Date: 09 /13/11 Approval Date: 03/31/10 Page 6 of 6 MIA M IDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 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 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 BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO 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: Polypro® AH160 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 NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by JRrge L. Acebo. NOA No.: 06- 0201.02 Expiration -Date: 05/10/11 Approval Date: 04 /13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: Foampro® RTF1000 ProPack® 30 & 100 PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Roofing Roof tile adhesive Polyurethane SCOPE: This approves Polypro® A11160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® 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 Specifications Polypro® AH 160 N/A TAS 101 N/A N/A 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 AH 160 roof tile adhesive. Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment Results 1.6 lbs. /ft. 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA - No :06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01 -6743 -011 ASTM E 108 11/16/94 01- 6739 -062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® 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 Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. !F ` 2 F MS W NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 3 of 7 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 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® A11160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypm® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® 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. LABELING: All Polypro'I AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04 /13/06 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY NOA Rio.: 014201.02 Expiration Date: 05 /10/11 Approval Date: 04 /13/06 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY NOA No.: 06 -0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 6 of 7 Nall through plastic ceme 1 In. x3in. Single paddy on underayment SMOG Ply on top of tile ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Fave Cane S inn paddy under tile Ply between tile Eave Cleure 2inx7 in. medium size paddy eave course only Fasda END OF THIS ACCEPTANCE Single paddy between tile 2 in. x 76r. median size paddy eave course only Weep Fare closwe Ddp edge NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7 MI D BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 200 Story Road Lake Wales, FL 33898 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 inunediately 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: Vanguard Roll 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 NOA consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigers. 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 NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 1 of 7 ROOFING ASSEMBLY APPROVAL CateEorv: Sub - Category: Material: 1. SCOPE This renews a system using Monier Lifetile Vanguard Roll Concrete Roof Tile, as manufactured Monier Lifetile LLC in Pompano Beach, FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Monier Lifetile LLC 1= 16 -1 /2" TAS 112 Vanguard Roll Tile w = 13" '/z" thick Trim Pieces 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Roofing Low Profile Roofmg Tiles Concrete I = varies w = varies varying thickness Test Identifier Test Specifications TAS 112 Product Description Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Date 7161 -03 Static Uplift Testing Appendix III PA 102 & PA 102(A) 7161 -03 Wind Tunnel Testing Appendix II PA 108 (Nail -On) PO402 Withdrawal Resistance Testing of screw vs. smooth shank nails 94 -0608 Static Uplift Testing PA 101 (Adhesive Set) 94-084 Static Uplift Testing PA 101 (Mortar Set) P0631 -01 Wind Tunnel Testing PA 108 (Mortar Set) Dec. 1991 Dec. 1991 Sept. 1993 March, 1994 May 1994 July 1994 NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 2 of 7 Test Agency Test Identifier Redland Technologies Letter Dated Aug. 1, 1994 The Center for Applied Project No. 307025 Engineering, Inc. Test #MDC -76 ❑ The Center for Applied 25- 7183 -1 Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineering 25- 7183 -2 25- 7214 -2 25- 7214 -6 528454 -2 -1 520109 -2 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations TAS -112 Test Name/Report Wind Tunnel Testing PA 108 (Nail -On) Wind Driven Rain PA 100 Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Aerodynamic Multipliers Two Patty Adhesive Set Systex 13343.1 Date Aug. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 August 2007 March 1995 February 1996 April 1996 December 1996 Oetobbr 2887 NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 3 of 7 Table 3: Restoring Moments due to Gravity - M (ft-Ibf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" r:12" greater Battens or Direct Deck Monier Lifetile Vanguard Roll Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.30 6.03 5.24 5.97 5.16 5.87 5.05 5.75 4.92 5.60 = 4.78 5.44 Table 2: Aerodynamic Multipliers - X ft Weight (W) and Dimensions (I x w ) Table 1: Average Tile Profile Weight -W (Ibf) Length-I (ft) Width -w (ft) Monier Lifetile Vanguard Roll Tile 9.2 1.38 1.08 Table 2: Aerodynamic Multipliers - X ft Tile X (ft X (ft Batten Application Direct Deck Application Profile Monier Lifetile Vanguard Roll Tile 0.266 0.289 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 shall be performed in accordance with RAS 106. 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 undsvmenhall be in_J„ compliance with the applicable Roofing Applications Standards li a — 3.5 30/90 hot mr- F = j p iatons may be installed perpendicular to the roof slope unless ent 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 Monier Lifetile Vanguard Roll Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations 2 sm j10A No.:77- 1023.07 tion Daft? 12/16/12 pproval Date: 12/20/07 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Monier Lifetile 2 -10d Ring Shank Nails 27.8 37.4 28.8 Vanguard Roll Tile ° 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave 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 6: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) for Two Patty Adhesive Set Systems Tile Application Minimum Attachment Resistance Tile Profile Monier Lifetile Vanguard Roll Tile Adhesive' 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product Inc Average weight per patty 8 grams. 26.1` Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Tile Application Profile Monier Lifetile Vanguard Roll Tile Polyfoam PolyProTA" Polyfoam PolyProT"" 3 Large paddy placement of 54grams of PolyPro TM . 4 Medium paddy placement of 24grams of PolyPro' ". Minimum Attachment Resistance 86.61' 45.5 NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 5 of 7 Table 8: Attachment Resistance Expressed as a Moment - M -Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Vanguard Roll Tile Mortar Set' 20.60 5 See specific mortar manufacturers Notice of Acceptance 5. LABELING Et All tiles shall bear the imprint or identifiable marring of the manufa turer's name or logo as shown below, or following statement: "Miami -Dade County Product @ontro' Approved ". VANGUARD ROLL MONIERLIFETILE LIZ, VANGUARD ROLL TILE IDENTIFICATION MARK (ROMPANO, FL PLANT,) a „ LOOTED UNDEI1NEATH TICE 6. BUILDING PERMIT REQUIUEMENTS s WM MIMI in en 6.1 Application for building permit shall bQ X Mies cthe Cllowing: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 6 of 7 PROFILE DRAWING MONIER LIFETILE VANGUARD ROLL CONCRETE ROOF TILE 1 END OF THIS ACCEPTANCT NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 7 of 7 Scheduled Inspection Date: April 01, 2011 Inspector: Rodriguez, Jorge Owner: PACE, BRUCE Job Address: 69 NE 98 Street Project: <NONE> Contractor: JOHN BUSTA ROOFING INC Building Department Comments March 31, 2011 Miami Shores, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 156641 Permit Number: RF -3 -11 -364 For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Up Lift Report Work Classification: Tile /Flat Phone Number Parcel Number 1132060131150 Phone: (305)757 -7620 REROOF TILE/FLAT Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 7 of 9 CIVIL . ENGINEER March 28, 2011 John Busta Roofing 300 Northeast 91 Street Miami Shores, Florida 33138 -3130 Project: Dear Sirs; In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification ofthe bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total ofthe tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Vanguard Roll Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area of the roof was examined for loose tiles. Not Less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. we cons ur) th ,in latio of the roof e at nt in ve n entione protocol tar iew. Based on o e s th test rep Tel : 305-823-8008 Fax: 305-823-3300 MTh Reileh Engineering Corp. (Consulting Engineer) 2370 S.W. 123 Avenue Miami, Florida 33175 -1174 ROOF TILE UPLIFT TEST REPORT Residential Home 69 Northeast 98 Street Miami Shores, Florida Information provided by client: Permit Number: RF311364 Date Completion: March 23, 2011 Roofing Contractor: John Busta Roofing Project Number: 11 -0282 (Testing Laboratory Certificate #06- 0501.15) th referenced proj ect hed please d a copy of our Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation Mohamad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 69 Northeast 98 Street Miami Shores, Florida Reileh Engineering Corporation -- Project Number - 11 -0282 — Page 2 of 5 Report of TILE UPLIFT TEST for Residential Home 69 Northeast 98 Street Miami Shores, Florida Project Number: 11 -0282 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Reileh Engineering Corporation — Project Number - 11 -0282 — Page 3 of 5 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Reileh Engineering Corporation -- Project Number - 11 -0282 — Page 4 of 5 52 35 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Test 1 -17 Corner, 18 -27 Ridge Caps, 28 -41 Perimeter, 42 -77 Field Reileh Engineering Corporation -- Project Number - 11 -0282 — Page 5 of 5 32 13 90 79 ICJ 9 10 1 8 65 1t5r 11Le Pef;Iig11;R = 800 5r FEW = 56 COMER = 80 5P remerek = 14 NO. 1E51 LOCATION COM = 17 PRIM TER 12151ANCt, a = 3' P113a C A P = 10 COUP; AMA = 5' X 3' 0 RIM CAP 1t5f LOCATION (3 i2NOtr5 (3I:OTN 11LZ L I7NOTe5 L005e 11L� 50' 11 -0282 APPR0X. ROOF 'MST LOCATIONS AN7171MeN5ION5