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RF-11-2287Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 167590 Permit Number: RF -12 -11 -2287 Scheduled Inspection Date: January 27, 2012 Inspector: Bruhn, Norman Owner: GRAVES, GILBERT Job Address: 177 NE 103 Street Miami Shores, FL 33138 -2328 Project: <NONE> Contractor: LAURUS MANAGEMENT CORP Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1121360130840 Phone: (786)338 -0440 Building Department Comments RE ROOF EXISTING TILE ROOF WITH INTERCOLORED COLOR THRU TILE Failed 7)4 Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments January 26, 2012 For Inspections please call: (305)762 -4949 Page 4 of 17 AFFIDAVIT OF COMPLIANCE WITH ROOF DECKING ATTACHMENT AND SECONDARY WATER BARRIER HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES - PURSUANT TO SECTION 553.844 F.S. To: ! -O ' X46'5 ,847s1� ���� /005r 4/f 4e,eieu /V/ E,97/ tI3j /3 A // 6r&�s Re: Owner's Name �����f � !1� Property Address /77/1/A: /93 5tt& Roofing Permit Number ,4't - /off - /1- e? $ 7 JAN 2 7 20;2 + Dear Building Official: � /��� certify that the roof decking attachment and fasteners have been strengthened and corrected and a secondary water barrier has been provided as required by the "Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Structures" adopted by the Florida Building Commissi •��,� ,!� 1;' 9B -3.047 F.A.C. Qualifying Agent / /,Iii.! Signature of Quail ' g Agen 1)//, a27 2- Print Name STATE OF FLORIDA COUNTY OF MIAMI -DADE Sworn to and subscribed before me this day of elTeNd/�% , 20 (SEAL) // Personally known r Produced Identification F C'Documents and Settiogsktcl'My Docameum'St tistiaCnepbs_2'Roofmg Affidavit Compliance-92607FUable.dac r '{ ACB2 Engineering Inc. Testing & Engineering Services Certification of Authorization # 8131 Tel: 954- 245.8976; Fax: 954.301.7776 P.O. Box 823612 Pembroke Pines, FL 33082 1/25/2012 Roof Tile Uplift Test Report Attention: Miami Shores Village, Building Division, 10050 N.E. 2nd Avenue, Miami Shores, FL 33138 Client: LMC Roofing Test Date: 1/25/2012 Permit # RF -12 -11 -2287 P roperty Address: Gilbert Graves Residence 177 NE 103 Street, Miami Shores, Fl Roof Pitch: Type of Tile: Roof Area: 4 in 12 Monier Roof Tile 25.00 squares Tile Attachment Method: Two Component Polyurethane Foam Adhesive -Poly Pro H 160 Field Instrument : IMADA Force Gauge 0 -100 Serial number: 243454 Test Location Perimeter Area: 10.00 sq Field Area: 15.00 sq No. of Corner: 18 Ridge Areas: 160 pcs Total Number of Tests Field Uplift Pull Test Test results 10 As per FBC 2007 Passed 15 As per FBC 2007 Passed 18 As per FBC 2007 Passed 16 As per FBC 2007 Passed Important: These laboratory results can change due to future weather impacts and /or unavoidable roof traffic. Therefore, this report represents the TAS 106 results at the time of the test. Please see attached a Roof Sketch for this project. ,Cordially ACB2 E e ing Inc. (NOA 09- 1005.01) Ant • ' 'o; cevedo, PE Fla Reg. No: 36466 itz 42-012- ACB2 Engineering Inc. Engineering and Laboratory Services P.O. Box 823612 Pembroke Pines, Florida 33082 Phone: (554) 245 -8976 Fax: (954) 301 -7776 Miami Shores Village Building Department 10 050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 B DING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): A / ? 6 4� Address: / ? 1V1 e /03 67her a DEC 09211 Permit No Master Permit No. City: f lid' ri; Tenant/Lessee Name: Phone #: State: r` Phoned: Email: /VA A JOB ADDRESS: City: Folio/Parcel#: Zip: 33/ 3R ib-er Miami Shores County: , Miami Dade 1/- >. .a 2/3 - c 2940 Is the Building Historically Designated: Yes NO CONTRACTOR: Company Name: L414.PIY //2vi ome-o7' ` Phone#: Address: /4/111 5,g4). r 3d e/4 e City: 1 r t t 4m / State: Zip: '3/3$ Flood Zone: L Qualifier Name: (.�' //f '' R. /r State Certification or Registration #: ` P5-7- .20 / Certificate of Com tency #: Contact Phone#: 3''7 47- R3 g Email Address: DESIGNER: Architect/Engineer. /1/4 .,.5- Vir / - €'3 Zip: 33LQQ Phone #: 395• a 51% "'42 #'QW ,'`r ff4o /Me rP® l`v o am Phone#: Value of Work for this Permit: $ /5- 01-7e) Square/Linear Footage of Work: j WC) .as Type of Work: OAddition OAlteration ONew / epair/Repla e Description of Work: : J i.; j.' J &' rile • A i dire 'r ner ODemolition Ler ' ! ' 114000 0000000 @000000rt0000000000000 ^• 00@ .0400 °0000 ri000 Stl000000000000000R000000000900 Submittal Fee $ Permit Fee $ ?O Q CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ • D 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 �✓a 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. 1 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 $2500. the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also. a certified copy of the recorded notice of commences t be p sled at th 'ob site for the first inspection which occurs seven (7) days after the building permit is issued. In th , ab�s) of st pr j mice. the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The fore ing instrument was aclntoo ledged before qte this .25- day of4'Q' d , 20 2_, by /' who is personally known to me or who has produced f4.4L As ide s fication and who did take an oath. NOTA D Sign: I_lde % f Print My ommission Expires: Con The foregoing instrument was ac day of AtH 94/ .20.L. by who is personally known to me or who has produced ,A -A1 A1 as identification and who did take an oath. NOTA Sign: My Commission Expires: QQQQQQOmQQIDQQ0Q4Q4QQOQQ QmQo*****OQOQQ4DOCQ h, 4+ 4. 0441QO4090Qm4QQQOQQSQQQQ QOQQQQQQQQQOQstasea DQQQQQOQQOQQQQQQQQQ 0 APPROVED BY /Agit Plans Examiner Structural Review (Revised 07 /10/07)(Revised 06/10R009)(Revised 3115/09) Zoning Clerk / ltooasA & ewspeactooe Inc. wiewkireeerediewirs Sligo *Meth OCt 1 14991 SW 136. Pine M+Temlt�afdP bate: 11-10-2011 11.10 -2011 CONTRACT PROPOSAL Ucerwtd & bowed Phw''jg7 -- prepared rer:.GDbeMt Graves thy: afni Shores jip :- .1. • Ranked LMC as one of the Tip 25 roofing cantraetors 4 years In a rawll wIiteATes ego munidiMlaml shores ®tear ottard rereww root downto wood or a snaotl walaba surface Cairmeutdeuwpaidmewedetroamdeb *whbdemrptrea s. NWO1 beer of3UPASTMlekbeen ngesdedtybsterwdperPortia &AdbaCode{F.IQ instal layer of MOW, base kfM fastened or dept &Phu* neopd as per MC heel ImrsofM$ ThegWsbetaprF.B.0 smw01 beer of Mineral same rota*,o he*t Hot ApMef Moppet Gwlayerednas ress.S P ComtraetPriee: OoeLq«of Ws;o*tea olo bdfl$ layer90f mdeeieerneetHotAspheuhmoppedesp nt. 115.000.00 testae Layer of SemrMary Water u pr F.O.C. twin 2 layer efVMarhMf0Onbnri resprF.BG a ep{sorafmttrlkadoorrrs , ngW fl,ys,andBasbe�w1hnew. toddle eaPervaMBeebn per F.O.C. Sepias* ddp edge with newt+ MNted drip edge abngdse�n ,ireperbnakrid roe WWI F.&C WaOtww a3(IH�H pey bll Sig l J InPoMumoln. am.dbW4.. Monuoolor� h. PiOman now 3 Tab tear «ArotacturaI wear Am4lwyp' slinks . Cobs Choke: 1131 Mod new (AWm4gm.adeaBed. eelrne )a5narbm«DSandin{1eamMttaiRoot. Color chew: Caepatt pdw lediades WY* et mid wood dock mpDwnam and 100% Weise baps. ( Rettcd) Aw cot. aupections,wed PremuteA b &herded ® 10 *sr lwoWli diadem, Mnuamytrambww wow bmoaewnord included. O 3 MOWN Avowal for &omwbowed, Woo. m /tarots racing is for whole roof and for cement tile. Clay the available for an additional 2.000.00 to Papaw aarmwe how tat ✓AWAIN. Cod Oro late Waft 'I - • � 'assts twortdof_ ,M. 1 .Th&Doi Bra fef • btloak "qv roper Ise _.AG IMA rib; Old Ode pul',_,_ Odo P opereeask esadoed,reptt le ... . -�� ter Ws roe d ifs /1M . 4 C1 l/ rvntlusmndohatthis b oven Otero rapNJkfal :�.,, aJ the ruofOnly ap Too � .. amee�lf owtheoatdidonoftfrowsvedw oodbe observe doecoroMtµ Although tomthe Waits that remdonne kW mama in the c .cne diet this is **cam repdaeemantof thbaaeedwill be in addition to the above totalomoamt The moonset wilily shown Ow daffy and TAW Roofing wins*. o prim to lam for the additional seer* In ter forte of a secondory 'mark ordey width the customer must sign pets to the conlinvodon of worts Aso state waged mein, comrade; LAW Reeling moot hatoRra ay matMels over wba ardwoodsMttingWtheperformanceofHatoprooemtVACand theirC moor- instpAstWel&rMFaramastiff Compel* VAN Pabe responsible for any damopre:NWbysalmon v4raalo water intrusion, or Agent of the f rbabOaeonwfaehr saidroofsets orderscousedbyhalt tempesthurricanes .Oak'wtnd6wu10a!Waft, oasdedars.atoatsoftio4norfsrany damages etdelaysdurtosoiftrr,we er,orothercasesteyendourcontrol, nor *inerentdefects orvaevennessinthe structural roof * dime / the p penises on whit* work ato be done. ME ConlPenY wineue Moan when wanting; hewtue4 Meg Or proven ntglpeno the Cenpany atonal be responsible far i nterOrorestpierdemosto& Ong,Iaconataaormrrp,fdlnpproperly plaster (Adios cods, midi pops or water daaegaJ point furnishings, pelmet Woofing& Towns shrubberies, Ndeweer;, ebiefwbre. Winkler Ashram wotrrintt, septic arab or lints. antennas, fiberglass or plastic roofs, screens outran endows, peel poor poops, patios, dryets, tools, resides, etc. Awyfrffiatby the posers to can* withTMaAgreenent, lawhoirar inPura.wincause amnia tobebr *fault thrall Mb *grommet istobee Mond ender Melavaoftondo. The precutting party bt any action to srtoft ear this AOreastent shall bit entitled ta fees, intenests, collection fres, costs end expenses of litigat f(bothintrialandupon Wet, County shmnbeiropyr venue for any alp:km involving drbAOerment Ow quality of our work and the satisfaction ofoar .•: ore •, the anion importance iil Pe. lt is for this reason chat winded* thb disclaimer art out contract. l have had this Ow &wow waielMemaraae Way dos b maba.... 1 . drtearrbadwdddsbetadl s Ibrwbanadrwear . I does twodood4litle sod b ohnowileeudledo AiiManHbr «tndedkrermumsottersassaerte WFwelt ifterapre erseellepereskaelevediebereasqtrargre IrtidierearteleereeePot wercrediddent aasd 1 • Te f Owner's Notification Form 07 T .._ _ .. ..... .. . . ...... SECTION 1524 HIGH VELOCITY HURRICANE ZONES -- REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. 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 designated space indicates that the item has been explained. 1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 6 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be 'renailed in accordance 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). tir"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 ow�r should notify the occupants of adjacent units of roofing work to be performed. pk- 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maim • ing 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 roo in 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 overloaded 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 he requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. I- I! 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida- licensed engineer or registered architect to eliminate the attic venting, venting shall not�/� 1 - d./ Owner's /Agent's Signature: /. Contractor's Signature: �,� j f / Permit Number: Date: // / / diP/1/ Property Address: /7,7_44 C : 20110800416 BOOK 27909 PAGE 471 D E:11/29/2011 03:28:29 PM VEY RUVIN, CLERK OF COURT, MIA -DADE CTY NOTICE OF COMMENCEMENT A RECIMIED COPY MT BE POSTED ON THE JOB SITE AT TRIE OF FIRST INSPECTION PERMIT NO. TAX FOLJO NO. 11 -21?6 013 alto .STATE OF FLORIDA: COUNTY OF MIAMI -DADS THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713. Florida Statutes, the following information is provided In this Notice of Commencement. 1. Legal description of property and streetaddress: t 7 ? " " " 3. Owner(s) name and address: Interest In property: Name and address of fee simple titleholder. 4. • ntract • s n • e, add -Y • d phone number 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 on whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number AM 8. In addition to himself. Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. da 9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES. AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. s. �•..: s) of Owners) 1, 0 s)' - 441I A , sit • � ..� %i 11 ..7r' -�iLT' Officer/Director/Partne By Print N Title/Office Name Title/Office Dtoridir STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing i By gbefore me this es 5' day of Nidually, or ❑ as for ❑ Personally known. or ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION a2 ►5. FLORIDA STATIJTES 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. re(s) of 0W1 Own orized Officer/ Director /Partner/Manager who signed above: 1=142 PAGE ,9107 By STATE OF FLORIDA, COUNTY OF DADE I HEREBY CERTIFY that the foregoing lea true and CO�ee EI 9c copy the original on file in this office. HARVEY RUVIN, Clerk 1' Ci d�' ' Co Deputy CI, t. i`, .34—. .1Li Oi"" Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: Property Address: o ;/ f e� /7-7 ,V /03 ,4 W Date: Roofing Permit Number. Dear Building Official: 1 &2 / / certify that I am not required to retrofit the roof to wall connections of my 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 val rem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature Print Name State of Florida County of Dade The undersigned, being the first duly swom, de' - - d says that helshe i9 the owner for the above property mentioned. and subscribed before me thi ! —. da of fra // Swomtoa Notary Public, Sate of Florida at Large When the justvatuadon of the sbucW r.! . " ad valsrem taxation b equal to or mote than $300. 000.00. and the building was rot Constructed With FSC nora 1994 • SFBC. Then you must provide a ■1 ell 1, applicatton from a Metal Contractor for the Roof to Wall connection Hunicane M gation. Revised on 512112009 I IIGUI II Property Information Map r uuv III auvrn innap My Home Miami -Dade County, Florida Aerial Photography - 2009 0 28 ft This map was created on 11/29/2011 10:16:56 AM for reference purposes only. Web Site ©2002 Miami -Dade County. All rights reserved. nisims2 miamidarin nnv/MvHnma /nrintman a. sn9mamirl_httn• / /nisims2 miamir1aria anv/rnitnnt /mri nrnn Summary Details: Folio No.: Property: 11- 2136 -013 -0840 177 NE 103 ST Mailing Address: E GILBERT GRAVES JR &W MONISE 177 NE 103 ST MIAMI SHORES FL 33138 -2328 Pro Pe Information: Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 001 RESIDENTIAL - INGLE FAMILY Beds /Baths: /3 Floors: Living Units: 1 Adj Sq Footage: ,771 Lot Size: 2,400 SQ FT Year Built: 946 Legal Description: 6 52 41 31 52 42 MIAMI HORES SEC 5 PB 10-47 OT 21 & 22 BLK 122 LOT IZE 100.000 X 124 OR 0487 -0738 06 2002 1 OR 0487 -0738 0602 00 Assessment Information: Year 2011 2010 Land Value: $101,135 $112,367 Building Value: $182,410 $203,627 Market Value: $283,545 $315,994 Assessed Value: $283,545 $315,994 Exem •tion Information: Taxable Value Information: axing uthority: e• ional: oun : chool oard: 2011 Applied Exemption/ Taxable Value: 50 000/ 545 s.50 000/$233 545 50 000/$233 545 25,000/$258,545 2010 Applied Exemption/ Taxable Value: >%50 000/$265 994 N, 50 000/$265,994 50 000/$265,994 25,000/$290,994 Sale Information: Sale Date: 6/2002 Sale Amount: $338,000 Sale O /R: 20487 -0738 Sales Qualification Description: Sales which are qualified View Additional Sales 1/1 or-uvu -High e oc f" urriiceneZone Roofing Permit Application -Form G1 DEC .0 221 Section A (General Information) Vaster Permit No: Process No: contractor's Name: LAURUS MANAGE MENT CORP Job Address: 17 iU G. / //0 3 ❑ Low Slope ❑ Asphaltic Shingles ❑ Sprayed Polyurethane Foam Roof Category ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Other. E' Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes Roof Type ❑ New Roof Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes ENo If yes, what type? ❑ Natural ❑ LPGX Roof System Information Low slope roof area (ft.2) Steep Sloped area (ft.2) 5-00 Section B (Roof Plan) Total (ft.2) c? 5-00 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. Perimeter Width (a'): ; , I Corner Size (a' x a'): a_ w c3 ❑ J 1 111C SCUM Jystvm Roof System Manufacturer: Monier Lifetile Section 'D oped SyStem Descrip ton y ` Tile Roof System Notice of Acceptance Number (NOA): 07- 0220.04 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1:45.1 P2:78.6 P3: 116.2 Maximum Design Wind Pressures, (From the NOA Specific system): 38.7 psf Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) In the text box. Roof Slope: 4 "/12" Roof Mean Height: 18 ft. Method of Tile Attachment: -- Adhesive, Medium Paddy Polyfoam Polypro -- Altemate Method of Tile Attachment per NOA: NA Drip Edge Size & Gauge: Drip Edge Material Type: - -3" face 24 ga. -- -- Galvanized Metal -- Drip Edge Fastener Type: 1 1/4" GALV RS NAILS Hook Strip /Cleat gauge or weight: --n/a- 0 Deck Type: - -5/8" Plywood -- Optional Insulation: NA Optional Nailable Substrate: NA Optional Nailable Substrate Attachment: NA Basesheet Type: 30# ASTM D226 FELT Fastener Type for Basesheet Attachment: 1 1/4" GALV RS NAILS Tile Underlayment (Cap Sheet) Type: TARCO PS200 "LEAKBARRIER" SWB Tile Underlayment Attachment Method: SELF ADHERING POLYMER Tile Profile: 0VOWC ty `ffurr cane' one° oo ng' ermit Application Form Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127H For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. P 1: 45.1 x ? 0.313 = 14.12 - Mg: 7.93 = Mr1: 6.19 s 38.7 NOA Mf P 2: 78.6 x 0.313 = 24.61 - Mg: 7.93 = Mr2: 16.68 s 38.7 NOA Mf P 3: 116.2 x ? 0.313 = 36.37 - Mg: 7.93 = Mr3: 8.44 s 38.7 NOA Mf Method 3 "Uplift Based Tile Calculations Per RAS 127" or Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the P values are greater than or equal to the Fr values, for ach area of the roof, then the tile attachment method is acceptable. '1: '2: '3: xI: = xw: = xI: = xw: = xI: = xw: = - W: - W: - W: = xcos0: =Fr1: s NOAF = x cos 0: = Fr2: s NOA F' = x cos 0: = Fr3: s NOA F' Where to Obtain Information to complete tile calculations Description Symbol Where to Find Design Pressure P1 or P2 or P3 Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier Product Approval (NOA) Restoring Moment due to Gravity Mg Product Approval (NOA) Attachment Resistance Mf Product Approval (NOA) Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' Product Approval (NOA) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval (NOA) Tile Dimensions I = length w = width Product Approval (NOA) BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MonierLifetile, LLC 200 Story Road Lake Wales, FL 33853 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Barcelona 900 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 6. The submitted documentation was reviewed by Jorge L. Ace NOA No.: 07- 0220.04 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Roofmg High Profile Roofing Tiles Concrete SCOPE: This new NOA approves a system using MonierLifetile Barcelona 900 Concrete Roof Tile, as manufactured MonierLifetile LLC and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. PRODUCT DESCRIPTION: Manufactured by Test Applicant Dimensions Specifications MonierLifetile LLC 1= 17" TAS 112 Barcelona 900 w = 13" i" thick Trim Pieces 1= varies w = varies varying thickness SUBNIITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. TAS 112 Test Identifier 7161 -03 Appendix III 7161 -03 Appendix II P0402 Letter Dated Aug. 1, 1994 P0631 -01 IC- 1320 -94 25- 7688 -3 25- 7688 -10 Product Description High profile, interlocking, one - piece, 'S' shaped, high- pressure extruded concrete roof tile equipped with three nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. Accessory trim, Boosted Barcelona, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Date Static Uplift Testing Dec. 1991 PA 102 & PA 102(A) Wind Tunnel Testing Dec. 1991 PA 108(Nail -On) Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails Wind Tunnel Testing Aug. 1994 PA 108 (Nail -On) Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Physical Properties Feb. 1995 PA 112 PA 101 (Adhesive Set) June 1996 PA 101 (Mortar Set) July 1996 NOA No.: 07- 0220.04 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 2 of 6 ' Test Agency 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 Engineers LINIITATIONS: Test Identifier 25- 7688 -5 25- 7688 -4 520111 -3 520191 -2 -1 Calculations Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations 122 Test Name/Report Static Uplift Testing PA 102 (3" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing PA 102 (4" Headlap, Nails, Clips) Static Uplift Testing PA 101 Aerodynamic Multiplier Two Patty Adhesive Set System 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Restoring Moments Due to Gravity TAS 112 Date June 1996 June 1996 Dec. 1998 March 1999 March 1999 April 1999 March 1995 February 1996 April 1996 December 1996 February 2007 January 2007 1. Fire classification is not part of this acceptance. 2. For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3. Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 4. Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 5. 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 6. This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. INSTALLATION: 1. 2. MonierLifetile Barcelona 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. Data For Attachment Calculations NOA No.: 07- 0220.04 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 3 of 6 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight W (Ibf) Length -I (ft) Width -w (ft) MonierLifetile Barcelona 900 11.5 1.417 1.08 Table 2: Aerodynamic Multipliers - ft3) Tile Profile A. (ft3) Batten Application A, (ft3) DI ect Deck Applic tion MonierLifetile Barcelona 900 0.289 0.313 Table 3: Restoring Moments due to Gravity - Ma (ft-Ibf) 1 Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7":12" or greater Barcelona 900 Battens Direct Deck Battens Direct Deck Battens irect Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.28 8.13 7.21 8.05 7.10 17.93 6.96 7:78 6.79 7.61 6.61 7.40 Table 4: Attachment Resistance Expressed as a Moment - Mi (ft -Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Barcelona 900 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 .#8 Screw 20.7 20.7 18.1 2 .#8 Screws 43.2 43.2 29.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 NOA No.: 07- 0220.04 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 4 of 6 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Patty Adhesive Set Systems • Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Barcelona 900 Adhesive 29.32 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Barcelona 900 Polyfoam PolyProTM 24.5b Polyfoam PolyProTM 3 Large paddy placement of 63grams of PolyProTm. 4 Medium paddy placement of 24grams of PalyProT"". Table 5B: Attachment Resistance Expressed as a Moment - Mf(ft-ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance MonierLifetile Barcelona 900 Mortar Set' 24.5b 5. Tile -Tite Roof Tile Mortar LABELING: All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". MONIERLIFETILE LLC, BARCELONA 900 TILE (LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 07- 0220.04 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 5 of 6 PROFILE DRAWING NAIL HOLES MOMERLIFETILE BARCELONA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 07 -0220.04 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 6 of 6 MIA M MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Tarco One Information Way Suite 225 Little Rock, AR 72202 SCOPE This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 30# ASTM Specification Felt, EasyLay, Fast90 PS200 SS400, NR500HT S200mu, 1V5300, a -� • 6'i LABELING: Each unit shall bear a permanent label with the manufacturer's name or Pogo, 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. TERNBNATION 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 revises NOA No. 08- 0804.10 and consists of pages 1 through 9. The submitted documentation was reviewed by Jorge L. Acebo. MIAMI•DADE COUNTY APPROVED NOA No.: 09- 0824.06 Expiration Date: 01/25/12 Approval Date: 11 /11 /10 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofmg Sub - Category: Underlayment Material: Asphalt, SBS, Polyester SCOPE: This acceptance is for 30# ASTM Specification Felt, EasyLay, Fast90, PS200u , PS200mu, MS300, SS400 and NR500HT underlayments as manufactured by Tarco, for use with approved prepared roof assemblies as described in this Notice of Acceptance; designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone of the Florida Building Code. PRODUCTS DESCRIPTION: Product 30# ASTM Specification Felt EasyLay Fast90 Dimensions Test Specification Product Description 3' x 72" rolls ASTM D 226 Type II Asphalt saturated felt underlayment 3'x133'4" rolls 3' x 36' rolls ASTM D 226 Type II Sheet material comprising a polyester substrate coated with bituminous coating for use as an underlayment in roofmg applications. Designed as a shingle and metal roofmg underlayment and for use in tile roofing assemblies when used with an approved TAS 103 tile underlayment cap sheet. Granular surfaced, asphalt - impregnated organic felt reinforced, bituminous sheet material with a self - adhesive bottom layer, for use as an �z4 underl ym L-F'ro f r of assemblies. Designed as a tile roofing underla Fabric surfaced, fiberglass reinforced, SBS modified bituminous sheet material with a self - adhesive bottom layer, for use as an underlayment in sloped roof assemblies. Designed as a tile and metal roofm; underlayment ilm surfaced, fiberglass reinforced, SBS modified bituminous sheet material with a self - adhesive bottom layer, for use as an underlayment in sloped roof assemblies. Designed as a metal and shingle roofmg underlayment. Fine granular surfaced, fiberglass reinforced, bituminous sheet material with a self - adhesive bottom layer, for use as an underlayment in sloped roof assemblies. Designed as an ice and water shield, and a shingle roofing underlayment. TAS 103 ASTM D 249 ASTM D 6380 3' x 66'8" rolls PS200"1' MS300 3' x 66'8" rolls 3' x 66'8" rolls 3' x 33'4" rolls MIAMI.DADE COUNTY APPROVED TAS 103 ASTM D 1970 ont "ASTM D1970 ASTM D 1970 NOA No.: 09- 0824.06 Expiration Date: 01/25/12 Approval Date: 11 /11 /10 Page 2 of 9 SS400 3' x 66'8" rolls 3' x 33'4" rolls NR500"' 3' x 66'8" rolls ASTM D 1970 ASTM D 1970 MANUFACTURING LOCATION: 1. Greencastle, PA 2. Belton, TX EVIDENCE SUBMITTED: Test Agency Test Identifier ACRC06 -013 Atlantic & Carribean Roof Consulting, LLC PRI Asphalt Technologies Trinity 1 ERD IRT -Arcon TOT - 003 -02 -01 TOT - 029 -02 -01 TOT - 030 -02 -01 TOT - 041 -02 -01 TOT - 042 -02 -01 T3580.10.06 -2 T3580.10.06 T30160.08.09 -R1 T10550.07.08 T32530.08.10 T33190.08.10 IRT07 -0006 IRT 07 -0036 IRT08 -0002 Smooth surfaced, fiberglass reinforced, bituminous sheet material with a self - adhesive bottom layer, for use as an underlayment in sloped roof assemblies. Designed as an ice and water shield, and a shingle and metal roofing underlayment. Film surfaced, non - reinforced, bituminous sheet material with h self - adhesive bottom layer, for use as an underlayment in sloped roof assemblies. Designed as an ice and water shield, and a shingle and metal roofing underlayment. Test Name/Report TAS 103 ASTM D226 Type II TAS 110, ASTM D249 & D 6380 TAS 110, ASTM D249 & D 6380 TAS 110, ASTM D226 Type II ASTM D4798 & ASTM G155 TAS 103 TAS 103, ASTM D6380 ASTM D1970 ASTM D4798 & ASTM D1970 ASTM D1970 TAS 103 ASTM D1970 ASTM D1970 ASTM D1970 Date 06/14/06 08/22/02 07/05/05 07/05/05 05/24/06 05/22/07 10/26/06 10/12/06 10/12/10 07/30/08 08/17/10 08/06/10 07/11/07 02/22/08 02/22/08 LABELING: All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. 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 evaluate the installation of these materials. code in order to properly NOA No.: 09- 0824.06 Expiration Date: 01/25/12 Approval Date: 11 /11 /10 Page 3 of 9 GENERAL LIMITATIONS — 30# ASTM SPECIFICATION FELT: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofmg Materials Directory for fire ratings of this product. 2. This acceptance is for prepared roofmg applications. Minimum deck requirements shall be in compliance with applicable building code. 3. 30# ASTM Specification Felt may be used with any approved roof covering Notice of Acceptance listing ASTM D 226 Type II felt as a component part of an assembly in the Notice of Acceptance. 4. All products lised herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. INSTALLATION REQUIREMENTS — 30# ASTM SPECIFICATION FELT: 1. 30# ASTM Specification Felt shall be installed in strict compliance with applicable Building Codes. 2. Observe and comply with roofmg practices and guidelines as outlined by the National Roofmg Contractors Associations (NRCA) when installing 30# Felt. 3. During installation of 30# Felt, comply with Occupational Safety and Health Administration (OSHA) safety standards; use common sense measures and adequate safety precautions to prevent accidents. 4. 30# ASTM Specification Felt shall be installed with a minimum 4" end lap in a shingle layer fashion and fastened as required by applicable system assemblies NOA or applicable Building Code. GENERAL LIMITATIONS - EASYLAY: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. This acceptance is for prepared roofmg applications. Minimum deck requirements shall be in compliance with applicable building code. 3. EasyLay shall be applied to a clean and dry surface. 4. EasyLay shall not be torched or hot mopped to. Refer to manufacturer's published literature for additional information. 5. EasyLay shall not be used on slopes less than 2:12, unless the slope is acceptable to the weather resistant covering. In general, on slopes less than 4:12, a double layer of EasyLay is recommended. Double layer application is best achieved by using 19" side laps, making sure the side laps are `shingled in' to shed water. 6. When installing EasyLay, the roof system must include proper ventilation. 7. Refer to prepared roofmg system Product Control Notice of Acceptance for listed approval of EasyLay with specific prepared roofmg products. EasyLay may be used with any approved roof covering Notice of Acceptance listing ASTM D 226 Type II felt as a component part of an assembly in the Notice of Acceptance. 8. All products lised herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. 9. EasyLay shall not be left exposed for longer than 30 days after application. 10. The manufacturer reserves the right to change product exposure period at any time; not to exceed the preceding maximum time limitations. NOA No.: 09- 0824.06 Expiration Date: 01/25/12 Approval Date: 11 /11 /10 Page 4 of 9 APPROVED ASSEMBLIES - EASYLAY: System E(1): Deck Type 1: Deck Description: Anchor/Base Sheet: Fastening: Anchor sheet mechanically fastened to deck. Wood, Non - Insulated. Minimum 19/32" plywood or wood plank. One or more plies of EasyLay underlayment, with a minimum 4" wide side lap and a minimum 8" wide end lap, mechanically fastened to deck. Approved nails and tin caps 6" o.c. within lap and two equally spaced staggered rows 12" o.c. in the field (for Anchor/Base sheet). Surfacing: Approved Roof Assemblies in lieu of FBC perscribed ASTM D 226 Type II felt. INSTALLATION REQUIREMENTS - EASYLAY: 1. EasyLay shall be installed in strict compliance with applicable Building Codes. 2. Observe and comply with roofing practices and guidelines as outlined by the National Roofmg Contractors Associations (NRCA) when installing EasyLay. 3. During installation, comply with Occupational Safety and Health Administration (OSHA) safety standards; use common sense measures and adequate safety precautions to prevent accidents. 4. EasyLay shall be acceptable for use with asphaltic shingles, wood shakes and shingles, quarry slate, tile and metal roofmg assemblies. 5 Re- fasten any loose decking panels, and check for protruding nail heads prior to the application of EasyLay. 6. Place a full width piece of EasyLay, parallel to the eave (low) edge of the roof. 7. Unroll EasyLay 2 to 3 feet, with the lay lines facing up, and position the end of it to the edge of the eave and rake. 8. Install a few fasteners at the top, near the rake, and roll out the sheet to a maneagable length. 9. Pull, straighten and align the sheet so that any wrinkles are eliminated and the sheet is even with the eave edge. 10. EasyLay shall be fastened with approved roofmg nails and tincaps or approved capnails, driven by hand or pneumatically, spaced 6" o.c. at all laps in the center of the seam area, and two staggered rows fastened 12" o.c. in the field of the sheet. 11. When installing nails, apply so that the head of the nail is flush with the EasyLay surface, without cutting into the EasyLay surface. Fastening shall be done from the top to avoid walking or kneeling on unsecured sheet. 12. 13. 14. 15. 16. Continue on to the end of the substrate and fasten down. Align the next roll over the preceding sheet so as to form a minimum 4" overlap. Then install the just placed sheet, per instructions above. The bottom of the second course of EasyLay shall lay on top of the first course so that any water will flow over the top of EasyLay. NOA No.: 09- 0824.06 Expiration Date: 01/25/12 Approval Date: 11/11/10 Page 5 of 9 17. Apply subsequent sheets in the same manner, with 4" side laps and 6" end laps over the preceding sheets. When the top course is reached, lap about 6" of EasyLay over the ridge. Install EasyLay a minimum of 6" up any vertical surfaces. Stagger the end laps a minimum of 18" from the preceding course. 18. 19. 20. 21. 22. After installing EasyLay on the field of the roof, install drip edge at the eaves (if used). When applying EasyLay in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in each direction. Make sure there are no rips or large wrinkles in the EasyLay. 23. Before applying horizontal sections of EasyLay, install a vertical length of EasyLay down the center of the valley. 24. Several sections of EasyLay can be used, but be certain to overlap the higher sections several inches so any water will flow over the top of the sheet. 25. EasyLay underlayment in the valley areas must be covered with code prescribed metal or other approved valley lining material. 26. Apply a minimum 1/16" thick uniform layer of SBS trowel grade modified flashing cement to water proof areas of EasyLay where any cuts or tears have occurred. Seams or joints may require the the application of an SBS trowel grade modified flashing cement. 27. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. GENERAL LIMITATIONS — TARCO SELF ADHERED UNDERLAYMENTS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. 3. Tarco self adhering underlayments shall be applied only when material interface temperatures are 40° F and rising. 4. Tarco self adhered underlayments shall not be installed when any form of moisture such as water, dew, rain, etc. is present on the substrate. 5. Tarco self adhered underlayments are to be applied to a smooth, clean and dry surface, with the deck free from irregularities. 6. Ensure roof has positive drainage prior to installation of Tarco self adhered underlayments 7. Tarco self adhered underlayments shall not be applied over a pre- existing roof membrane or system. 8. After installation of Tarco self adhered membranes, wait a minimum of 48 hours before roof loading of tiles. 9. Care should be taken during the loading procedure to keep foot traffic to a minimum and avoid dropping the roof covering directly on the underlayment. NOA No.: 09- 0824.06 Expiration Date: 01/25/12 Approval Date: 11 /11 /10 Page 6 of 9 10. All tiles shall be staged (two tiles perpendicular to slope, four tiles on top parallel to slope) as per manufacturer's requirements, not to exceed 6 -high, to the standard maximum roof pitch of 6 :12 for flat tiles and 6 :12 for lugged tiles (See Tile Staging Method below). At roof slopes greater than the above limitations, the use of loading battens or toe boards are required to load the roof tile. Slope Tile Staging Method Front View - Staged Tiles Side View - Staged Tiles 11. The manufacturer reserves the right to change the tile staging method at any time as well as the number of tiles stacked, not to exceed the preceding maximum number of tiles limitation. 12. EasyLay, PS200' , MS300, SS400, and NR500HT shall not be left exposed as a temporary roof for longer than 30 days after application. PS200H ' shall not be left exposed as a temporary roof for longer than 120 days after application. Fast90 shall not be left exposed as a temporary roof for longer than 180 days after application. The manufacturer reserves the right to change product exposure period at any time; not to exceed the preceding maximum time limitations. 13. NR500HT is not recommended for extreme high temperature environments such as under copper or zinc metal roofmg. 14. Refer to prepared roofmg system Product Control Notice of Acceptance for listed approval of Tarco underlayments with specific prepared roofing products. Tarco self adhered underlayments may be used with any approved roof coverings Notice of Acceptance listing Tarco self adhering underlayments or the ASTM standard which the self adhering underlayments meet as a component part of an assembly in the Notice of Acceptance. If Tarco self adhered underlayments or the ASTM standards are 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 product, wind uplift resistance, and fire testing results. 15. All products lised herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. NOA No.: 09- 0824.06 Expiration Date: 01/25/12 Approval Date: 11/11/10 Page 7 of 9 APPROVED ASSEMBLIES — TARCO SELF ADHERED UNDERLAYMENTS System E(1): Deck Type 1: Deck Description: Anchor/Base Sheet: Fastening: Membrane: Surfacing: Anchor sheet mechanically fastened to deck, membrane adhered. Wood, Non - Insulated. Minimum 19/32" plywood, wood plank. One or more plies of ASTM D226 Type II, ASTM D2626, or EasyLay underlayment, with a minimum 4" wide side lap and a minimum 8" wide end lap, mechanically fastened to deck. Approved nails and tin caps 6" o.c. within lap and two equally spaced staggered rows 12" o.c. in the field (for Anchor/Base sheet only). Tarco self adhered membranes Approved Roof Assemblies. INSTALLATION REQUIREMENTS — TARCO SELF ADHERED UNDERLAYMENTS: 1. Tarco self adhering underlayments shall be installed in strict compliance with applicable Building Codes. 2. Observe and comply with roofmg practices and guidelines as outlined by the National Roofing Contractors Associations (NRCA) when installing Tarco self adhering underlayments. 3. During installation, comply with Occupational Safety and Health Administration (OSHA) safety standards; use common sense measures and adequate safety precautions to prevent accidents. 4. Fast90 and PS200'" shall be acceptable underlayments for mechanically fastened roof tile and adhered roof tile applications. MS300 and SS400 shall be acceptable underlayments for asphaltic shingles, wood shakes and shingles, and slate or simulated slate roof assemblies. PS200m' and NR500"7' shall be acceptable underlayments for asphaltic shingles, wood shakes, shingles, and metal roof panel assemblies. 5. Re -fasten any loose decking panels, and check for protruding nail heads prior to the application of the Tarco self adhering underlayments. 6. Tarco self adhering underlayments shall not be adhered directly over any pre - existing roof membrane. 7. All approved substrates are to be clean, dry and free of any loose debris or moisture prior to the application of the Tarco self adhering underlayments. Refer applicable building codes prior to installation to verify acceptable substrates. 8. Prime all metal collars, flashing, valleys, liner and drip edge with ASTM D41 primer, water based acrylic or water based polymer modified primer. 9. Contractor may cut the underlayments into sections for workability and allow to relax prior to application. 10. Place the underlayments over metal drip edge in accordance with RAS 111. 11. Install the first course of underlayment parallel to the eave edge. 12. Apply the underlayment, working from the center of the material continuously to the ends of the sheet (half of the length of the sheet is the center); taking care to avoid wrinkles and ridges. 13. Remove the underlayments release film rapidly in a continuous fashion. Ensure the bottom adhesive side of the membrane does not adhere to its self. In the event this transpires,separate the two layers immediately. After some time, it may become impossible to do so without damaging the material. NOA No.: 09- 0824.06 Expiration Date: 01/25/12 Approval Date: 11 /11 /10 Page 8 of 9 MIAMI -DADE COUNTY APPROVED 14. It is recommended that end laps be staggered a minimum of 18" from the preceding course. 15. Underlayments are to be back nailed along the headlap . The nails shall be, 11 guage 11/4" approved ring shank type applied with a minimum of a 15 /g" approved tin cap or approved capnail as required per the High Velocity Hurricane Zone (HVHZ) section of the FBC, at a minimum rate of 9" o.c. The head lap of the preceding layer of underlayment is to cover the area being back nailed. 16. Roll or broom the entire membrane surface paying special attention to all overlap areas "side laps, end laps, T-joints" to ensure adhesion with acceptable substrates. A minimum of a 28 lb weighted roller may be used for steep slope applications. The use of a soft bristled push broom is acceptable on steeper slopes. The above mentioned procedures are necessary in order to apply uniform pressure and allow for contact of the membranes. 17. Apply I /8" thick uniform layer of SBS trowel grade modified bitumen asphalt adhesive / flashing cement throughout the contact area of the 6" granule over granule and fabric over fabric end laps. Once the aforementioned procedure has been completed, the membrane must then be hand rolled in place in order to ensure contact of membrane and achieve a minimum of 1 /8t1" asphaltic bleed out in 18 designated area. 19. 20. 21. 22. Tarco self adhering underlayments shall be applied to protrusions, slope changes, valleys, curbs, and other roof top penetrations before any other sections of the roof. When applying underlayments in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in each direction. For ridge applications, center the underlayment and roll from the center outward in both directions. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. All protrusions or drains shall be initially taped with a 6" piece of like kind membrane. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of like kind membrane shall be applied over the flashing detail. 23. Vertical strapping of Tarco self adhering membranes is acceptable. MANUFACTURER'S CONSIDERATIONS: 1 Fast90, PS200" , PS200mu, MS300, SS400, NR500m. can be directly adhered to wood decks. Ensure that such application is in compliance with applicable Building Code. 2 For best results when adhering Fast90, PS200f' , PS200m', MS300, SS400, NR500m' directly to wood decks, surface may be primed with an ASTM D41 asphalt primer, water based acrylic or water based polymer modified primer. When using primer, follow the manufacturer's recommendation for `cure time' prior to application of Fast90, PS200" , PS200mi', MS300, SS400, NR5001' 3. When using Fast90 and PS200117 in tile roofing applications, use of loading battens or toe boards on roof slopes greater than 6:12 and higher is recommended. • Code body requirements supersede manufacturer's recommendations and installation guidelines. MIAMI DADE COUNTY APPROVED END OF THIS ACCEPTANCE NOA No.: 09- 0824.06 Expiration Date: 01/25/12 Approval Date: 11 /11 /10 Page 9 of 9 MNAMI•t2ADE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.govibuilding/ SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA# 06-0201.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigers. NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 1 of 7 ROOFING COMPONENT APPROVAL; Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using 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 Product Description Specifications Polypro® AH 160 N/A TAS 101 Two component polyurethane foam adhesive Foampro 0 RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH 160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbsift.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change ®158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. MIAMI DADS COUNTY Y APPROVED NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test NamelRenort 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 N13- 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® A1-1160 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 their tile assemblies shall test in accordance with TAS 101. 17 AH160 roof tile adhesive with 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 2 F'— MS NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 3 of 7 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro 1. ? AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of' approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foanipro RTFI000 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. 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 # 24 N/A Flat, Low, High Profiles #3 8 LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MIAMI.DADE CO Mrr APPROVED NOA No.: 11-0124.04 Expiration Date: 05 /10/12 Approval Date: 04/14/11 Page 4 of 7 � . M ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY MIAMI.OADE OU 1Y APPROVED 1) Place enough adhesive to achieve IT to 29 steep 2x48 or s square aches In confect s P1 aPPg � 2) Tura covets u■ehle down. Place adhesive 1121n. Tofit From oulede edge ot cover die. Thee Install the Se. Nell through plastic cement Re toPp the peva cocou ssecoverfle. Abut teemed ceurseet ppa�aan� oral ot over tissue flash at save Itna. Rave closure %taphole Fascta (aster NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 5 of 7 • 4 % S ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY MIAM!•DADE COUNTY APPROVED NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page6of7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement Paddy (between tile) Paddy (under tifo) Single paddy rx3in. underUle Single paddy on - under- !synod Single paddy on top of tile in. X7 in. medium size paddyeave Fascia course only Neil through plastic cement Nall through plastic cement Single paddy under t la Underlayment Single paddy between tile 2 in. x 7 in. medium else paddy emus course only •In.x 3 in. Single $ En. paddy on under. layment Single paddy on top of the Course Fascia Weephole Eave closure Drip edge Single paddy between tile PrAina in. Single paddy on underlayment Sh gle paddy on top of tile Ewe Coarse EaveClosure 2 In. x 7In. medium size paddy eave course only Fascia END OF THIS ACCEPTANCE NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 7 of 7 i� �� , ► -15a1 Permit No: 11 -2287 Job Name: December 14, 2011 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) The product approval supplied for tile underlaymentcap sheet is not approved as tile underlayment. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 mkt. ?Ailivi, 7hwe, „to ge an ___irs9 fr r- — p/e03e 5,,e i. _2 + por5 - 0 6--9 06 /W a-halo-1,e fizorted 1 J'heeoe a /50 hte//fW m• %&,fIr dor 1.044-eq ixo/g- /„,,,„.., 00-ne t iq fi /--//- iff'S oios -71-444e1A04fe pa we e e e- , „„e panwt ..,ti P/oleoe ,a fe--d 'Sle f4.4e--1 dry ,,,,,, Fie"? adate If it- di, yog . i,LSraaefi 3054-119/' A y38