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RF-09-789Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 129 97 Street 1131010260110 Miami Shores, FL 33150- Block: Lot: Owner Information Address Phone Cell DANILO & LOURDES RODAS 129 97 Street MIAMI SHORES FL 33150 -1734 Contractor(s) Phone Cell Phone QUALITY ROOFING INSDUSTRIES LL (305)681 -1421 (305)586 -5749 Type of Work: Re Roof Additional Info: TILE AND FLAT ROOF Classification: Residential Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Submittal Fee Submittal Reversal Fee Technology Fee Total: Amount $9.00 $3.00 $300.00 $9.00 $50.00 ($50.00) $7.50 $328.50 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy May 28, 2009 ..... :.:..:... ennit .............. Expiration: 11/2212009 Parcel Number Invoice # Total Amt Paid Amt Due $ 50.00 $ 50.00 $ 0.00 R F -5 -09 -34778 RF -5 -09 -34906 $ 278.50 $ 278.50 $ 0.00 Applicant DANILO & LOURDES RODAS • Valuation: $ 15,000.00 Total Sq Feet: 2800 Date Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof Review Roof in Progress Renailing Affidavit Cap Sheet In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes . I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. May 28, 2009 .io. MINIM MOM NAM IMMO w Vi=m tttflw9 0. b.r. ,.a oworieft MINIM r . ) woe ....I.. b,0. ammo ismora mow — . ( =G : : si i'dt, r' CJ now.C.4 ti) i, . .7; WITNE S my hand a , Official Seat. HARVEY R , C This Instrument Prepared By:. Name__JQ R? ,L, / , / j__,L4_eZ Address 3(7 A/' /,4/— / _aq - r icht'z' /, FA Permit No. 7 . 4 9 09 – 0 3 ( 1/ 4 i STATE OF COUNTY 0 THE UNDERSIGNED he re by gives notice that improvement 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. Description of property: (legal description of property, and street address if available) R gtJ b OF ES" 2 '°P 561v nclr P ary - p i 0. 2. - kt37 it eLK z1-61" 2. General description of improvement: 1 2- C I //(,✓ C t'. T $ i'rj7 '3 /e5 33 r 50-19 re,5 i ckvii1 2- free lZ O8F "7 3. Owner information �� j/ -1 � a. Name and address: /�®Gi -' �� I I/1 OdQ.5 ,- q N 97 SZ b. Interest in property: /2 ® ®/C 7 / 70 7 J-e sand FLT O-rccq c. Name and address of fee simple titleholder (if other than owner): 4. Contractor: a. Name and address: b. Phone number: 5. Surety a. Name and address: b. Amount of bond $ c. Phone number: 6. Lender a. Name and address: b. Phone number: NOTICE OF COMMENCEMENT • Tax Folio No. c4 414 !?-0'F"?9 JJc- ®�e j-a, s kopeZ (30s) (v/ /y v 1130 Ai U '? 5* Joarrth t'-I i , ir'I. 331(4 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name arid address: b. Phone number: • 8. In addition to himself. Owner designates the following person(s) to receive a copy of the Llenoes Notice as provided in Section 7.13.13(1)(b), Florida Statutes: a. Name and address: b. Phone number. 1 - 31 0 ox-o) to 9. Expiration date of 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. authority, ...e.g. officer, trustee, attorney in fact) for behalf of whom Instrument was executed). STATE OF FLORIDA, COUNTY OF DADE t HEREBY CERTIFY that this I _ It < "7 of the original i' : d J obi e on 4 /,!' (, 04...z.„„co.......- __..4111-4...arte 0 7 , y Own!' or %hr's Authorized Officer /Director ' r/ anager. • .. . Signatory's Title /Office o f irckS //Qf ///f �j4,$ The for going ins ment was ck owledged before me tills ay of _ .(year) by AIL ®e' a of person) as (type of I ✓ trySantnq(name of party on °~ COMMISSION D ®715780 r; fi EXPIRES: 581'.18, 2011 Signat r of 'T- f ' : ti A D 20 V I I "� 1 ' k�l Print, e, or Stamp Commissioned Name of Notary Public Commission Number Personally Known _ or Produced Identification Verification Pursuant to Section 92.626. Florida Statutes Under penalties of perjury, I declare that I have read the .foregoing and that the facts stated In it are true to the bast of my knowledge and belief. Signature of Natural Person Signing Above BUILDING PERMIT APPLICATION FBC.. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 19 q aster Permit No. RECEIVED MAT 1 1 ) 09 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Title older) riAtri`P C-Siihone # ( / �'} / / --d'q T Owner's Address / W t C r — 7 Str " CityThla-0 wore State 10 i+ .as. Zip 33 S Tenant/Lessee Name Phone # Job Address (where the work is being done) 1,0 /1 m L` 7 +7 City Miami Shores Village County Miami -Dade Zip 93 1S - D FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name �l � t I® C)F /r/g .m J Phone # 30 & / ` '4#' / Contractor's Address 4/3 Ai al / 4 9.4 ,5 Cit meith /-f /ao-1 / State p ° Zip 3 / Qualifier Name �r� 1 - Phone # 3 O5 5 F6 59ijq State Certificate or Registration No. C ` 3 g 9 9- 1 Certificate of Competency No. ? 007 p /Yl3 r Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 1 „e900 2, �F Square / Linear Footage Of Work: Type of Work: ['Addition ['Alteration ['New [JRepair/Replace ['Demolition Describe Work: C iii * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * Fees * ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ 0 CCF $ ct' c C n O7E C Notary $ ' i Vl Training/Education Fee $ 100 Technology Fee $ J Scanning $ 9 • 00 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ al 1, u `00 See Reverse side —* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mo Lender's Name (if applicable) Nort e I endeesAid eSqp City State Zip Application is hereby made to obtain a permit to do the woiik an t ta as indicated. I certify that no wor iti3 tallation has commenced prior to the issuance of a permit and that all V•rlOwil be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S At NIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. • Signa °�� i[ Signature -�I �� a/ Owner or Agent Contractor J The oregoing instrument was acknowledged before me this f /' " The foregoing instrument was acknowledged before me this / / , 200 9', by , day of , 20 mot', by who is personall known to me or who has produced As identification and who did take an oath. T L as identification and who did take an oath. day of who is personally known to me or who has produced APPLICATION APPROVED BY: (Revised 07/10/07) .3<da) tD NOTARY PUBLI Sig Print: 'Vicky Santos cOMMISSION#DD71 My Commission xpires: ;if EXPIRES: SEP. 18, 2011 * a�a�� :+x *�xa:****** ** * *** **** ***14, >k*na0ekilk W **** *** * * * *** x *********** ** ** :***** *:i<:>< *** *** * *** * ***** *** Sign - Print: My Commission • : Y p **FA ° Vicky Santos V°' " COMMISSION #DD715780 ;.°m EXPIRES: SEP. 18 Mani/ go .AARONNOTARY.com xpires: Plans Examiner m' Engineer Zoning contractor o Owner ❑ Architect Acknowledged by: PERMIT CLEARK INITIAL: RESUBMITTED DATE: Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 PERMIT #; �, G - 7 39 RECEIPT s Picked up 2 sets of plans and (other) Address: / 2 N (Ai 9 From the the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. PERMIT CLEARK INITIAL: OS116 DATE: C5 g -000? Permit No: 09- Job Name: Building Critique Sheet a �` f C , 2009 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 C etAt4a_ileudge,____,49/44 , ..ia.( 41- xyaist orc,i, /-"4 1 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 State of Florida County of Dade Mama Siena V&49e R4Defraemeat 10050 NE 2 Ave * Miami Shores, FI 33138 Phone 305-795-2204; Fax 305-756-8972 OWNERS'S AFFIDAVIT OF EXEMPTION Print Name ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2 Ave Miami Shores, FI 33138 �Q Re: Owner's Name: ct fl \. (2 : s Property Address: I A./ C(/ 9 7 s iltee t i m; S� - '� Roofing Permit Number: - 3 315?) Dear Building Official: I I ickieS ! V ;1 c ftif that I am not required to retrofit the roof to wall connections of my building because: ‘just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions , •94 edition of the South Florida Building Code (1994 SFBC) 1,w,cve_.€3 il/kotel adg The undersigned, being the first duly sworn, deposes and says that he /she is the owner for the above property mentioned. (, Sworn to and subscribed before me this r 1/43°- ,- day of M ` y O O ,� \ \61G710 ,,ce Ypt'% Vicky Santos MI SSION #40715780 hJYI. ,; � Notary Public, Sate of Florida at Larg V' j, a$ `% ;� ' ..ES: s EP 18 2011 sines\•` l� * When the just valuation of the structure for purpose of ad valorem taxat' n is equal to or more than $368 IFIlnd the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Primary Zone: 0800 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 1,939 Lot Size: 7,725 SQ FT Year Built: 1941 $50,000/ $49,636 RESUB OF BLK 2 OF Legal BONMAR PARK PB 42- escrption: 59 LOT 11 BLK 2 LOT $25,000/ $74,636 SIZE 75.000 X 103 OR 14968 -1176 0391 1 Year: 2008 2007 129 NW 97 ST Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable 129 NW 97 ST MIAMI Value: Value: Regional: $50,000/ $49,636 $25,000/ $71,734 County: $50,000/ $49,636 $25,000/ $71,734 City: $50,000/ $49,636 $25,000/ $71,734 School Board: $25,000/ $74,636 $25,000/ $71,734 Folio No.: 11- 3101- 026 -0110 Property: 129 NW 97 ST Mailing DANILO RODAS &W Address: LOURDES M $173,662 129 NW 97 ST MIAMI $385,871 SHORES FL Assessed Value: 33150 -1734 Year: 2008 2007 Land Value: $212,209 $231,797 Budding Value: $173,662 $173,662 Market Value: $385,871 5405,459 Assessed Value: $99,636 $96,734 Year: 2008 2007 Homestead: $25,000 $25,000 ,2nd Homestead YES NO Miami -Dade My Home My Home Show Me: Property Information Search By: Select Item 0 Text only MI Property Appraiser Tax Estimator Portability S.O.H. Calculator Summary Details: Property Information: Sale Information: Sale O /R: Sale Date: Sale Amount: 14968 -1176 3/1991 574,000 Assessment Information: Exemption Information: Taxable Value Information: ACTIVE TOOL: SELECT Digital Orthophotography - 2007 RECEVED MA 1 2009 0 Myhlome I Property Information 1 Property Taxes My Neighborhood 1 Property Appraiser Home I Using Our Site 1 About 1 Phone Directory 1 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 Webmaster. Web Site ® 2002 Miami -Dade County. All rights reserved. IAMI•DADE CligH4 naafi!!! INN 111 ft Page 1of2 Legend Property Boundary • Selected Property Street ,00 Highway Miami -Dade County . Water WE http: / /gisims2. miamidade .gov /MyHome /propmap.asp 08/05/2009 Permit No: 09- Job Name: , 2009 Building Critique Sheet cc A d 6t ra m fvi c £e 4 Ataol a_S;€14 e fiemar / yen. ,ofilla rt 440/4420.4..r. Q Aria r wd . 4 .l 44- sir e/.1-c44 r-%1 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 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 CIVIL 1 ENGINEER May 18, 2009 Client: Quality Roofing Industries Report of Design Wind Loads - ASCE 7 Components and Cladding Roof Membrane Mechanically Attached Project: Existing Building 129 Northwest 97 Street Miami Shores, Florida Project Number: 09 -0612 Buildin.g Information (Provided by Roofer) Comp. Height Slope Exposure Category Wind Uplift Evaluation: Suction Pressure, p. Reileh Engineering Corp. (Consulting Engineer) P.O. Box 22011 Hialeah, Florida 33002 Tel : 305-823-8008 Fax: 305-823-3300 <15 feet <10 C II (Reported) Velocity Pressure, q = 0.00256 K W = 46.38 psf Suction Pressure, p = q ((GC - (Gc Use GC = + 0.00 Membrane Not Exposed Wind Velocity Importance Factor Mohamad onny Salleh, P.E. Fla. Reg # 49014 TEIMF � 1 8 2009 : 0.85 : 146 MPH . 1.0 Reileh Engineering Corporation — Project Number: 09 -0612 — Page 1 of 3 Zones Suction Pressure, p. <15 Feet Suction Pressure, psf -46.38 -83.49 - 129.87 Zone 4 N/A Note * 1. If a parapet wall equal to or higher than 3 feet is provided around the roof perimeter; Zone 3 may be treated as Zone 2. 2. The width of the perimeter , a, is equal to 10% of minimum building width or 40% of the roof height but not less than 3 feet or 4% of least horizontal dimension. Fastening Pattern Evaluation Proposed Roofing System: Built -Up Roofing System- NOA 07- 1219.09 Page 17 of 19 Approved Fastening Pattern: GAFGLAS Base Sheet attached to deck with approved ann ar ring shank nails and tin caps at a fastener spacing of 9" o.c. a4 4" lap staggered and in two rows 9" o.c. in the field. Maximum Design Pressure: - 52.5 pounds per square feet Fastener Value: 38.69 lb -f Fastening Pattern Field Areas ( -46.38 psf) GAFGLAS Base Sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. 137 Fasteners per Roofing Square Reileh Engineering Corporation — Project Number: 09 -0612 — Page 2 of 3 Perimeter Areas ( -83.49 psf) = (38.69)(144)/(83.49)(8.84) . = 7.54 inches GAFGLAS Base Sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 7" o.c. at the 4" lap staggered and in three rows 7" o.c. in the field. 233 Fasteners per Roofing Square Corner Areas (- 129.87 psf) = (38.69)(144)/(129.87)(7.07) = 6.06 inches GAFGLAS Base Sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the 4" lap staggered and in four rows 6" o.c. in the field. 340 Fasteners per Roofing Square Exposed Ceiling GAFGLAS Base Sheet attached to deck with 3/4" annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the 4" lap staggered and in five rows 6" o.c. in the field for the entire roof areas. Number of fasteners per roofing square = (12/6) x 6 x 33.93 = 407.16 408 Fasteners per Roofing Square Fastener Value, fv = 100 / 407.16 x 130 = 31.93 lbf per fastener (Critical) Based on our fmdings and field experience of withdrawal resistance test on 3/4" ring shank nails, it is our professional opinion that the propose 3/4" ring shank nails will be able to provide the calculated withdrawal resistance value, and the propose fastening pattern noted above meets the requirements of the Florida Building Code. Reileh Engineering Corporation — Project Number: 09 -0612 — Page 3 of 3 it I �1!ii'' i t Contractor's Hama:. vQ1 trt� F Low Slope. — Asphaltic Shingles ._.Prescriptive BUR -RAS 15O • • ••• • • • ••• — 411_11L -- 0 - 11 — --lit . • -- 0-----00- 111-•_, • •i _.•' • • • • •'- -- -• 1 • • • ••• • • • •,i ••• Roof Category Mechanically Foslenerl Tile — Meiai Panel/Shtngles Address: Section B (Roof Plan). ,• • • ^• • •• • • • .— Roof Typo __ New i,.,u. ® Ra R ootnp --• R: ?c:- :v2ring Repai: _ h1ainienar.::e -=Wood Shingles /Shakes Are there Gas.Venf Slacks located on the roof? ,_;Yes „610 It yes, what type? ,PJatural Roof System Information Ldw slope roof area trim- 9 CO Sleep Sloped area (n.') / - 7 / ;a Tolai ((L'1 Sketch goof Plan: liuelrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of 'sections and levels, clearly Identify dimenelons of elevated pressure zoned and location of parapets. 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I $i ■l■UF1 iI.m. m ■ mm ■ i.al 6 u . �.r �a u� Iuu■ . m umi _ .. II . Nom II ■ . f ui ■ . I OWN ill ..uu.. . . ■■... •u■ ■N . a.■ ■■■ ■■ I .0 ■ >�iil.m. i u ■ 1''i . r1 ■Ili i l l S .■ ■ _ 0 .a. ■m w u� ■•�i ■ ■,u■ nm ■11 II I U Ufl.p.■..u..;r... m ommai ■ ■� in I I I 'Miami Shores Village BLDG DEPT • SUBJECT TO COMPLIANCE WITH ALL FEDERAL • • STATE ANI, COUNTY RULES AND REGULATIONS • ••• • • .. • • • • • • Florfcki Buil saode Ed.i(rort's • • • •iiii *-• 16 • : L - . • - - - • • 1 6 : ___ • • High.Veloeiliy•Huri P:ermit-ApPliOitioneoc.e ••• ••• • j•• r. .- PaS.teiier SPOOleffcl AttaC•hmen-t • ••• • • ••• :• • M Assembly CoMponents and IdentifyMatittfacOrer (14.11 curegonenriS•ritituSeci, iciehiffy as "NA) SystOntylailuCaOttker: NOK No.: 074 J . C9' QeOgn Pi:es:sum, Ftprri Prpaxt:,4/7.zoirmv2.:-?4 Max: Deign Pressure SpeOlfic:r10.4 S ystem: 0 Type: .1 y ei 1 . - • AnshoriBaseiSheetatige,.rif 141.As); 75 . Aachol/Base;Abeei Easteaer7Bbndinfi *ROW Faaulalton Base Layer. - Bata.intufallori Thitkrt isasekinsulallon nglufaierial: Tog..insithitiOnLay Top Top In alleri-PeatentaBondirm'IVraLerial!, • Base 'S he et(6).8, NO.-of aase.Shoet.FaStesser/Boettillg..Malerial: Dtt'SheTifs) isi7:...(!plyr,t)77110 L.1 S P hAL- 1.0 0 . PIV:._PliAerc i • V_ CQP Sheir lop P Fastener Bdei4ig:paterisi: • )-4 S 17 8orieeing: 'fart Lk FLORIDA BUILDING CODE — RESIDENTIAL RL ce • • ••• • • • ••• .. • • . :!C4- MIES • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• •• • • p ,■•• •• Relct: " oc Lap. '0 Rows (0 Li 60 or: fes;imeter: "-mg Lap,Aftows @ jAee.'oc Gorner. " edgt4p # Rims fp, 6. oc NlyttlIterof 0-astaim4t Per 11 tO4til Field 11.1t.ts.tt:ato:Gomponents.NOted:Oci adOlts:a4;18P0010a..41: Ecipa remiirlation, oritiriutiiit Cleat, Oalit 63s.s Flashing, eXsiinter- Flashing, 040140, Etc. Itititgate; Wan fttii5f Obig Rarapet*leight, f of lifts .sffing,. Oomponant futateridl, htlOprial Thickness, PaSienor TypeN Fastener Wahtifgadtars:-Eldtalls .that ZethglOittlftitlit 16. ` nct 4- eo 1 ..4 - . pay •t') Qic: • 4; A - t kg (r /XQ V3 Pertrrtet€,4--64 C••••• hilerAL- • aye DqP ?1I' val • 44.21 -• ••• • • . • Z „ •: :; fv-1 Velo.Gitx turricarie•Zone Uniform Permit : • • • • • • • • • • tio• • • •tolk • I - dip Stion 1: •• • • • .. ••• .. • • • • • • • • • Rpot Slope; 3 : 12 "rep RoQf 13.0tetn ManuNdturer: )(cif) Ne c c •• q • • op Product Approval Number: _:41t ifo 3- 3 09 inimum Design Viiind"Pressu If Applicable (Firom RAS 127 ear C'elculatintil): Pl: .95 P2: ?I 1 Maximum Design Pressure Product Approval Specific System: Method Of tile attacbtttent: Mean Roof Height: t 5 At If A teep Sio..ped .R9of 4y.stern DescrIptiop D'editTypet y tilJOC sjv .ype LIndertaytnent • • pe/11T3C A STLA 8erpIer: • .\\ 1 kJ A . 1 \ \Fastene7 Type apacinpi: R _le c 12 \ Adhesive Typal • L • • • • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • Kilo rod KomorrtRoOstatroe . • Whcr*-1O;011fitiat:.1.terttiThaiOli • . Wain RooftleTght -+• 1141A Stopa 15 2O 25' VP' P.I - or ireter3 •4tV 42.2 liElt 1.111111 11 0:" ' . 1111112allMall IligalliallinalEM2111 Ito•OISluve A.c.ii?tlyll flit i Pkiltipl ia.. C. 2 IIIIIIIMAMMINIMMIIII 1111111111MMINIII 112 . • '55:4' 44 11111;1111.1111=111011111Millnigall 3'/Z.2 4•32t 24371 • 97;5 -Mae 20.1 AO. IIIIIIZIIIIIII It.,0 11111221111 Uguititt 124 Se'lj • :.Ctilculattitt . . , .... .. -.. - . • Whcr*-1O;011fitiat:.1.terttiThaiOli • . Where-to find. _ 13 - ler: tan Desig.w•Prosslaq• P.I - or ireter3 11•A5127 TatrIRM proamiltry."1 on 7 Iqqatiltoa.Rekbt 11 0:" ..1611:$141 , JPIOntz Product Approval • Product Approval Ito•OISluve A.c.ii?tlyll flit i Pkiltipl ia.. . X. • •Pqr49,ing:tirioptcp.tAlacLo:CiniVil.$•• . . NI; , : Nit .. . •M E' AttiMbameit Resist:Mice. 'product Approval . .Catcolated Product A .. itiv I . -5.ctitilmd is/tomtit RtSiStiote• VirtiopitrAttahrnent Usis.turicq Uguititt P . • :.Ctilculattitt . . , .... .. . . • Ave•roOlfildIVciWtt VV. Product Approval "Product Approval • • ..- - - . .... .. TileDilanslotis . • . *1.- Ictl&th • w.ilitt -- A11.;ta1caladoamoustbi: - dlimittdd to th"dB.tililinx.0f0iiii'Aqbe1001111071.tieliiijiittli50. . .- -0- • *0 00 • • • • • • • • • 00 Hi h Veloet •Hurricarta:Zorte-Unif6rm:•FierrniL•A intim-4 • • • 0;n. • Se at'i f....c.4 • . ... • . : . • • • • • • ••• •• • ••• OOOOO • • For Woolen t. bustiittilt systeukal ell oo$t tither Kotitoel 1 or .2, Coloratot lelairs. • • • • fur 1V1,- with - the val - front M..lftheM1 vi ti- are - groater thall troll uti tOthefill • • • • • vat um,. mat. area elite:To-tit:lb:en the tilvattach moot met.hdr1 .:Ijthj • Me :1 "Moment Ilaao? Tile Calotrist#tr.Per RAS 121" 0 IA; 7.E - d..L.fa X X41$1AV - Florida Building Gode,Edition t1ut . e' Iiisteat;loW" floquireds Monica of Res istalt ce (IV1,41:4010 Thbit e1�W • • • • tilGii-VEkOCITW HORCICANE ZONES •• •• • • • •• 00 • • • • • • • • • • • • • • Apo. • • • • • • • • • • • • • ••• • • • • ••• Product Approval M 5 Product Approval NI, ..i5" Product Approval M, ‘4 Product Approval 114, * ug ed " 111 .0 14 C tirka iii1th.'n'"115.t ef , inarti.-typsed: - 411t.qateuta:.eadomat bp-the trArrytitql Comir.ty •Bliard•eifittitas •. • . • •• rot vrigst based the -tools tiselYietbod con.tymiettliorvainalor 1 vdthAlTe value for- F theF vanes tho F .vatues, Jo eiaoh Ivrea . of e..roff,litto -40'ilwaitaolgot•eystquotlogi.is:aaeoptabte., • • - 1 1 .44013tiid . .. - 3 - '41iffttesod1'itt CI Ter Wi • ) x . Vikt. )— W • - . 4+6: • ProductApproval Product Approval F ProductApproval • FLORIDA BUILDING CODE —.RESIDENTIAL 44.23 : i ■ 1; : i l ;0 4 !'„C ( - Alt b 7, 1: ; :itandai th: itiMrii r(ifin411:11,3n1;1":'1:3. wiittonhilv, the 1()iltoNing items should be addrcsseci as part the fIwnri•ant the The owner's initial in the (lesig,nated space indicates that the item has been explained. • • • • Attsthetics-Workmarishi the workritn:h:p S.r4;ion P.440 lt 2 art= pui of providing that the roof sysie.in it Aid °resistance. and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural . appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. Reuniting wood (leeks: When replacing roofing, the existing wood roof deck may t.c) hct rt:nEtii(xi in accorilatic:c ‘.vitil the curg:rt provisions of Sccticin 14 (The roof cicc.k is usually concealed prior to removing the existing roof system). Common roofs: Common roofs. are those which have no visible delineation etween neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. • Exposed Ceiling: Exposed, open beam ceilings are where the underside of the --/roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nairpenetration of the underside of the decking may not be acceptable. The provides the option of maintaining the appearance. -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-lyi areas of the roof Ponding can be an indication of structural. distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing P shc, 7. Overflow setippen (witli k S) f. S required that rainwater flow off so that 'Ent- roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. it ::t:3essaa- o 1flStc overilm:y souppe.3:s n aCC Ci ariC; i h die - quit ements f rJcr R4402 R4403 arid R4413, ;tilatic in: Most roof Ltructures should have some ability to vent natural air_ o through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced: It may be beneficial to consider additional vent , v-hich can result in extending the service life of the roof. . if I AUL 10 if' . IF es :w 4 011/ ner t's . ignature Date • • . • • ' ,• • 016 • "% 1'rL11 : 1 : : 0:0 •• • • 0 •• ••• •• Date IV�C_ EMI At M nl % CODE COMPLIANCE OFFICE (BCCO) •PRODUCT CONTROL DIVISION NOTICE Or ACCEPTANC �! A) GAF ]aerial Corporation 1361 Alps Road Wayne, NJ 07470 /L66 'ON SatrAP-DADV IDLER SCUM 140 W$ST &Acta MIT, 9IIfrE f b3 MIAMI, FLORIDA 33130-1563 (30i1) 775.29011 SAX (300 3754900 • • . . •• • • • • • ••• •• 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 area where allowed by the Authority Having Jurisdiction (ART). 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. Iflhis product or material fails to perform in the accepted rummer, the manufacturer will incur the use of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BOR.A reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as desdr!ibed herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Thailtajp Roof System for Wood Decks. LABiI TG: Bach unit shall bear a permm,ent label with the mnufacturear's name or logo, city, state and following statement "Miami-Dade County Product Control Approved ", unless otherwise noted herein. REINESWAL of this NOA shall be considered after a renewal application has been filed and there has been no change+ in the applicable building oode negatively acting the performances of this product. TEEMINATION of this NOA wd1 occur after the expiration date or ifthere 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 teaminatlon 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 AIOA is displayed, then it shall he 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 atthe fob site at the request of the Building Official. This NOA renews and revises NOA No. 03- 0501.05 and consists of paged 1 throygh 19. The submitted docuinemation was reviewed by Jorge L Acebo. NOA No 074219.09 •1 piratUon Dates 11/04t13 Approval Date: 03/20/08 Pagel of 19 LtiQIWVIW WdH:z 6002'8 MIN RoorING SYSTEM APPROVAL atgo . Roofing ftkrameam BUR jam Wood • • ... .. • TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: ' TAIUZ 1 Pr dtact Dimensions Leak Eutaw Matrixzw 3, 5, 55 gallons 307 Limn Asphalt Primer GAF Mineral ShIeIdTM Granules Leak Buster 4 MatrixTm 305 Feed Asphalt Emulsion LeakBustarTM matrix= 303 Premium Fibered Aluminum Roof Coating LeakBusterTM MatriLTM 322 Elastomerfo Roof Coating Leak$nsterfl MatrlxTM Select Asphalt Emulsion Fibered 306 Leak Buster Marberm 204 Wet/Dxy Roof Cement RUBEROIDa` Mimed Bitumen Flashing Cement LeakBuster'T Mairbein 201 Premium SBS Flashing Cement GAFOLAS #75 z d 6L66 'ON Test ASTM D 41 60 & 1001b. bags ASTM D 1863 5 gallons ASTM 1227 1, 5 gallons ASTM D 2824 55 gallons 55 gallons 1, 5 gallons 5 gallons ASTM D-4586 ASTM D -3409 ASTM D 4586 5 gallons ASTM D 4586 Asphalt comets primer used to promote adhesion of asphalt in built up roofing. Granules for surfacing of exposed asphalt; cold pros cement or emulsion. GAF Mineral ShieldTm Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. • • . .. • • • • • .. .. • • . .. • .. • • • ... • • • * 000 000 • • • ... .. • .. ,Product Fibered aluminum coating. Elastameric roof coating. Asphalt emulsion fired. Asphalt flashing Cement Rimed asphalt blended a mineral stabilizer and fibers. Permits adhesion to wet and dry surfsaes. Fiber reinforced, polymer modified Fling cement 39.3? (1 fir) ASTM D 4601 Asphalt pr and coated glass mat wide NOA No.: 07 19.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 2 of 19 L OIWVIW Vid8E :Z 6002 '9 7401 OAFC a #80 ULTIMATA Base Sheet GAPGLAS Flex Pl}" 6 GAFGLAS Ply 4 GAFr .AS' feral Surfaced Cap Sheet GAFGLAS EnergyCapm Mineral Surfaced Cap Sheet • GAPGLA3 STRATAVBNTe Elimin torTM Perforated 'GAFGLAStt Flashing GAPOLAS STRATAVENT® BxTnNar1able RUB ROID SBS Hoat.WeI4TM Smooth RUBBROID SBS Heat-Weld= Granule RUBBRO D SBS Heat Weldi'+i 170 PR RUBEROID SBS Heat We14TM PLUS RUBBR= a SBS Heat- WeldlM PLUS FR. RUBBROID SBS Resat Weider 25 RUBEROIDP Modified Base Sheet d ZL66'ON i 3937" (1 meter) wide 39.37 "(1 meter) 39.37" (l meter) wide 3937" (1 meter) wide 39;37" (1 meter) wide . 39,37' (1 meter) wide Various 3937" (I meter) wide 1 meter (39.37) wide 1 meter (39.37 ") wide 1 meter (39.37") wide I meter (3937") wide 1 meter (3937") wide 1 meter (3937") wide 39.37" (1 meter) wide Test t�.�Hrt ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D 3909 ASTM D 4897 D 3672 ASTM D-6164 ASTIvI ]-6164 ASTM D-6164 ASTM D -6164 ASTM D -6164 ASTM D-6164 ASTM D4601, Type Type G2 BUR ASTM D 4897 D3672 • .. . . . . Etethat .. . 11 44 4 46 • • •: .... • • . ... ... • .. • • .... Asphalt impregnated and coated, fiberglass bas sheet:.. e . .. ... .. VI; 9 1. 441441tal0400 felt with • • • ... .. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt cold, glass fiber mat cap sheet surfaced with mineral grannies. Asphalt coated, glass fiber had cap sheet surfaced with mineral grannie witIt applied layer ofTOPCOArinerg factory Fiberglass base sheet impregnated and coated on both sides with asphalt Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass mat flashing sheet available in three sue. Fiberglass base slut hmpregnatsd and coated on both sides with asphalt. Surfaced on the batmen aide with mineral granules embedded In asphaltic coating,. Non -Woven Polyester mat coated with polymer-modified asphalt and smooth surfaced. Non-Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with, mineral granules. Non-Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non - Woven Polyester mat coated with polymer-modified asphalt and smooth surfaced. Premium glass fiber reinforced Sag tamed base sheet • 14OA Na: 07- 1219.09 Expiration Date: 11/04/13 Approval Dates 03/20/08 Page 3 of 19 • LtiOIWVIW Wd8E:Z 600Z'8 AtiW �lae RUBBROID'a 20 RUBEROID Granule RUBER01D Mop Plus (Granule) RUBEROID MOP Smooth RUBBROV MOP 170FR RUBERO1D MOP FR RUBBROID`a TORCH Smooth RUBEROID TORCH Granule RTTBERO1D TORCH PLUS (Granule) RUBBROID I e TORCH FR RUBEROID 17OFR TORCH RUBEROID 30 RtJBBROB,3Q FR RUBBROff ULTRACZ.AD RUBEROID FR Vent Stacks (mil and plastic) (-',•'7ls- ii k 7; !1:_ : I � 5 LAP ovEo d TL66 'ON pimenslons 39.37" (1 meter) wide 39.37" (1 meter) wide 3937" (I meter) wide 39.37" (1 meter) wide 39.37" (1 mom) wide 3937" (1 meter) wide 3937" (1 meter) wide 3937" (1 meter) wide 39,37" (1 meter) . . wide 39.37" (1 meter) wide 3937" (1 meter) Wide 3937" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 3937" (1 meter) Wide ASTM D 6163 ASTM D 5147 ASTM D 6222 ASTMD5147 ASTM D 6222 ASTM D 5147 ASTMD6164 .ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D6164 ASTMD5147 ASTMD5147 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTMD5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D 5147 TAS 100(A) ,ASTM D 1929 ASTM D 636 • • ••. • Of .. • • • • • • • • • • • • ... • • • • . • • ... • • • • • .. .. • • • • • • • • • • Test • • ••• • • . hula • • • • Mneagft .• 10 . Pes&Lp+ .• •• • • • .• • • • ••• ••• • •• MS modified asphalt base sheet and inixTPIY 8 4114 leckforoe vtdth 40th mat. wovem0cy3�tini • ' .; polymer math? asphalt and iced with mineral granules, Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non-woven polyester mig coated with polymer-modified asphalt and smooth surfaced. Ilion -Woven polyester mat coaled with fire sui�vvit3r�min�ral� asphalt and Non-Woven polyester mat coated with fire retardant polymerinadified asphalt and surfaced with mineral granule's. Heavy duty, polyester reinforced, asphalt modified bitter= membrane, smooth surface. Asphalt impregnated, coated felt, surfaced with mineral granule. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. Heavy duly, polyester reinforced, coated with fits retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Nonwoven fiberglass max coated with polymer modified asphalt and awfaced with mineral granules. Non-woven fiberglass mat coated with, fire retardant polymer modified asphalt and surfaced with miners! granules. Woven fiberglass mat coated with Polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. Non-woven polyester and fiberglass mat coated wwithh file retardant, polymer modified asphalt and surfaced with mineral granules. One way valve vent used to relieve built-up pressure within the roof system. GM vent Stacks are available in metal or plastic, NOA 1V'o.o 07121909 Esplraaen later 11/04/13 Approval Date: 03/20/08 Page 19 LtrOINVIW AdH:6 6002 'AV Leak BU5trTM Matr x 302 Non Meted Aluminum Roof Coating OAP Built Up Roofing Asphalt RUB13ROID MOD Asphalt, Asphalt L Asphalt P . Leak Buste MatrlxTh 602 ' Leak Busters MatrixTM 715 LeakBusterm Mature 531 WeatherCotelm SeamCoteTM FireOut'f Vhield VersaShleldd FE-IS VersaShield 1 B-2.S TOPCOAT FireSbicld MB Leak Bustei Matrix": 201 SBS Flashing Cement Leak Bittern.' MatrixTM .102 SBS Adhesive Leak Duel MatrlxTM 202 SBS Plashing Cement Leak &stem MapJ TM 203 Plastic Roof Cement' Leak Busterm Matrixn 103 Cold Process Adhesive oPt OV 1 'd ZC66 'ON Dimensions 5 gallons 100 113. cartons, bulls 60 lb. kegs 5 gallons 5 gallons 2 gallons Z, 5 gallons 5, 55 gallons 350 sal ft roll 350 sq ft. roll 350sg ft. roll 5, 55 gallons 5 gallons 5 gallons 5 gallons 5'gallons 5 gallon$ Test ASTM D.824, Type ASTM D312, Typos 1 II, III and 1V reoprietary • ftlimMfal ASTM D-412 ASTM D -21-96 ASTM D1475 ASTM B -1644 ASTM D3019 ASTM D3019 ASTM D4586 • • •• •• • • • • • • • • • • • .. Firodu • • •• •• • ••• ••• • • • ••• • • • •• •• • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• Non- fibered sluminom pig, asp.hak roofs• • • •• ... .. • • Interplynoppint anti su split. SEBS modified asphalt. . • • Surface coating for suet surfaced and mineral surfaced roc , Surface coati for smooth surfaced and mineral stufaced roofs. Surface coating for smooth faufacud and mineral surfaced roofs. Bla.stomerfe roofing membrane. _ Low VUC, fire berries' coating, Non- Aspbalfic Pibergiass.Based tlnderlayment. Non- Aspbattic Fibs -Based Undertayment. Non - Asphaltic Fiberglass -Based Underlayment. Eastoaneric roofing membrane • • • Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SBBS Asphalt Adhesive. Cold Applied Modified MSS Asphalt Adhesive — Flashing Grade. • • • • • • • • •• • •• ASTM D4586 Standard Plastic Asphalt Roofing Cement ASTM D30I9 Cold Applied Asphalt Adhesive. NOA No.: 07.1219.09 Expiration Date I1/003 Approval Date; 0340/08 Page 5of 19 L IWHIW Wd6E: 600/ . 8 'AVW >.eakBust T" 303 Fibered Aluminum Roof Coating Leak Buster= MrixTM 304 Non Fibered Alwnmum RoofCoa#btg APPROVED INSOLATIONS: Product Name Energyouardrr RA, RN Composite A & N EnergyGuardn Fiberboard EttergyGuarndThs Perrnalite EnergyGuardm GAFCANT''m BaergyGuudM Formality Recover Board EnergyGuard'n'r Tapered Edge Strip EnergyGu rdTM Perlite EndT High wh Fiberboard EncaryGuardrm Composite EnergyGuardni Composite RA Wood Fiber High Density Wood Fiberboard Perlite Insulation Dens Deck`, Dens Deck` Prime, Dens Deck Dura GuardT Struomdek Seams itP RO ED 9 d ZL66 'ON Test Dimensions Sue�Bcati_qn 5 gallons ASTM D 2824 ASTM D2824, Type • ••• • • • •. • • • • • Table 2 Product Deaeription; Polyisocyanuzate foam insulation Polyisocyanurate foam insulation with high density fiberboard orPernalito indite insulation. Fiberboard insulation. Perlite insulation board. Cutperlite board Porlite recover board Tapered perlite board Perlite insulation board High density wood fiberboard insulation. PoIyisooyanurate/wood fiberboard composite Polylsacyanurate/wood fiberboard composite Wood fiber insulation board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Wood fiber insulation board Fiber reinforced roof board • • ••• • 0* • •• • • • • .• •; •• . . • • • ••• • • • • • • • • • • • • • • • • • •• • • r ilMrelkAPIROVVV116.0 041 0 • •• • • • • • • •• Non- fibered aluminum ' •• , asphalt roofcoating Manufacturer (With Current NOA) BMCA • ' GAF Materials Corp, GAF Materials Corp. GAF Materials Corp. GAF Materiels Corp. GAF; Materials Corp. GAF Materials Corp, GAF Materials Corp. GAF Materials Corp. DMCA MCA generio generic generic G-P Gypsum Corp Knight Celotaxx USG Corporation NOA No.: 074219.09 Expiration Data 11/04/13 Approval Date: 03120/08 Page 6 of 19 L OIWVIW Wd68: Z 6002 1) MA APPROVED FASTENERS: Fastener Number 1. Drill-Teem #12 Standard, #14 and #15 extra Heavy any Fastener, Heavy Duty Roofing-Fastener 2. Drill -Teem ASAP 3. Drill -Teams #12 or #14 Standard screws with Arc cuTrac Plate 4. Drill-Teem Galvaluma Plates . 5. Drill -Teo Polypropylene Plates 6. Drill -Teom AcouTrac Plate tvmacz SUBMIT: ThiAgEff Factory Mutual Research Corp. PRI Asphalt Teclmologies, Inc. MT of S. Fl. C 'd U66 'ON Product Name TABLE 3 Product Description Insulation fastener and Base Play fastener for steel, wood & concrete decks. Preasembled Drill- Tec'Td Fasteners and metal and plastic plates. Base sheet wing assembly. Round Galvalume stress plates. Round polypropylene stress plates. Square Galvalmne coated steal plate. Test Identifier 11. •288A4.AM 3,1. 3B9Q1:AM 1.1.ODOAB.AM ..L OD1A8,AM 11. 0Y9Q5.AM 3029832 GAF- 012-02 -02 GAF- 020 -02-01 02-005 • 02-014 • • • • •�• • • :. '. • •••• • • • • • • •. • • • • • • • • • • • • • • •• •: • • • • • • . • • • • • • • • • • • ••• ••• ••• • • . •. • + � t • Various GAF . arras co Various GAP Materials Corp. Various GAF Materials Corp. 3" and 3 " GAP Materials Corp. 3" and 3 W 3" Square GAF Materials Cotp. Description 4470 4470 4470 4470 -TAS 114 4470 -TAS 114 4470 - TAS 114 .Physical Properties ASTM 1) 4977 TAS 114 TAS 114 • • • • • •• • •• GAP Materials Corp. 07.02.97 01.08.98 07.09.99 0729:94 04.01.98 05.11.07 11.06.01 02.01.02 01.18.02 03.22.02 NOA Not 07- 1219.09 Eapiradon Date' worn Approval Dates 03 Page 7 of 19 LtiOIWVIW WdOti :Z 6001; '8 'AVW s a�6L66 ON •. .; ••• • • • ••• • • • • • • :. •• • • •. • ; • • • • • • • •.. • • • • • •.. Deck Tye i, Wood, Non-insulated • ; • • • • • • • • • • • • •• • • .. Deck Description t, • •• • ern: / or greater plywood or wood plank decks . System Type E: Base sheet meehanioally fastened. • . • ; ° • • • • • . . . . .. . All General and System Lhnlfatioes shall apply. • • ' ''' ' : :.... Fire Barrier: FireOutma Fite Barrier Coating, (optional) Underlayment or S 8, hleld Asphaltic Fi6e:glass -Based Base sheet: UAFGLA S° #80 ULTIMAr d Base Sheet, STBATAVENTS Eliminato 'm Nailabl , RUBBROIDa Modified Base Sheet, RUBERQJJ 20, RUBEROID He Weldmf Smooth or RUBEROJD Heat/Nelda' 25 base sheet mechanically fastened to deck as described below; Fastening Options:. GAFGLAS° Ply 4, CAMAS° Flex 6, OAFFGLAS #75 Base Sheet or any of above Base sheets attached to deck with nails and tin caps at a fastener approved annular rlmg:ahesak rows 12" o.c. in the field. of'9 0 at the lap staggered and is two (Maxlm= Design Pressure — 45psf, See General Limitation #V OAAFOLASO Ply 4, GAFGLAS Fier Pia 6, GAFGLAs4 #75 base She or any of above Base sheets attached to deck with DrlllTecna #12 standard, #14 or # 15 Screws and 3" Drill-Team steel plate or Drill -Teem AccuTMo Plates, 12" o.c. in 3 rows, One row is in the 2" side lap. The outer rows are equally spaced approximately 12" oz. in the field of the sheet. (f nun Design Preaxare -45RV,, See General Llmlte lion 117) GA1GLA8 Flex Ply 6, OAFQLAS$ #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and In two rows 9" o.o. in the Held. (Maxie son Design Pressure 52.5 pe See General Limitation 00 GAFGLAS° #SOULTIMATes, RUBBROlD RtJBEROID Smooth, base sleet attached to deck with approved PA" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two staggered with a fastener spacing of 9" o.o. in the center of the membrane. (Mal* en Design Pressure -40 p.11; See General L sibs # OAFCLA,S #75 Base Sheet or any of above Base sheets attached to deck with Drill -Teem #12 standard, #14 or # I5 Screws and 3" Drill -Team steel plate or Drlll Tee AccuTrao Plates, 12" o.o. in 4 rows. One row is in the 2" side lap. The outer rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximums Pressure —60 AV; See General Limitation #7) Any of above Base sheets attached to deok approved ar mular ring shank nails and3 inverted Drill-Teem insulation plates at a fastener spacing of 9" 0.o. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pry -60 pg; See Genre, Limitation #V HOA No.: 01-- 121109 llxp$ation Dates; 11/04/13 Approval Date: 03/20/08 Page 17 of 19 0OIWVIW &NJ:6 6006 '8 'AM Fly Sheet One or more plies of GA1roLAS PLY 4, #804 T ,•g Smooth or RUBBROIDD 20 adhered in a full mopping of moved asphalt applied within the ENT range and at a race of 20- 40lbs. /sq. Cap Sheet (Optional) � ply of GAFGLAI Mineral Surfaced cap or GAFGLAS BnergyCapm )(moral Surfed Cap Sheet adhered in a fell mopping of approved asphalt applied within the EVT range and at arate of 20- 40lbssq. Surfacing: Maximum Design Pressure: See Fastening Above 6 'd ZL66 'ON • • ... • • • • .. .. • • . • •. .• • • • • • • • • • • • • • • • • • • • •.. • • • • 410 • •�. � GAP(3LA.3'� #75 Base Sheet or any of aban+e = l3ra>eat�che� tom ;�h • Drill-Team #I2 standard, #14 or # 1S Screw 1pnla e, gel plate p Drill-TeoTI AccuTrao Plates, 8" o.o. In 4 row& One row is in the 2" side lap. The other rows are equally spaced approxhnatel ► 9 . 0.c. In the field f tbe sheet, • (lkli�aa tDesignPre —75 pre See ,ai ::4 • • • • (Optional, required if RUBEROID MOP Smooths or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbslsq. and 300 IbsJsq. respectively in a flood coat of approved asphalt el 601bsIsq. or applied in a flood Goat of Leak Busteth Matrbcm 103 Cold Prowls Adhesive applied at a rate of 3 galjaq. 2. GAFGLASS Mineral Surfaced Cap Sheet, OAFt LASe Enotgy Cap Mineral Surtax Capsheet adhered in a fall moping of approved asphalt applied within the BVT range and at a rate of 20-40 Ibshsq. 3. Leak BusterTM Matrlxm 303 Premium Fibered uam Roof Coating,,at 1.5 gal/sq. 4. Leak Busters Mat 715 , Leak BUStB Mairlxm 322, TOPCOAT* MB+, TOPCOAT Pireshield Blastommie Roofing Mme, applied at 1 to 1.5 gaL/sq. 5. Leak Buster= Matrlxrd 602 MB Xtra Elastomerio Roofhng Membrane, BnergyCote® rod' coating applied at 1 to 1.5 gallsq. 6. TOPCOAT Surface Seal, TOPCOAT' Fireshiele SB Solvent based EEastomcrie Roofing Membrane applied at lto• 1.S galf q 7. Advance (been Technologies Photovoltaic Laminate solar energy collector auxiliary Loaf equipment installed in compliance with manufacturer's ipeciftcations and applicable Bufiding Codes. NOA No.: 07 119.09 gxpiraton Date: 11/04/13 Approval bates 03/10!0$ Pogo 18 of 19 L '70IWVlw ItidWZ 6Vg 11 Al • • •. • • • • • •• • •• •• • WOOD D S'YSTE EATI'ONS: • • ' • • • 1 A Blip sheet is required with Ply 4 and Flex PIya 6 when used as a mechanically fastened anchor t sheet. •• • • . •• d base or -.• 2. Minimum W' Darts DeckTM or W' Type X r um board is acceptable to 3 : E lq• O° y ' the wood deck. • • • • • • . • •• • • • . • • ••• •• • • ••• • • • ..• • • • •. •• • • • • • • • • • • ••• • • • • • • •• • • • ••• • • • • .•• G . Lamir jzor$1 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire rigs of this produce. 2. Insulation may be installed in muiiiple layer. The Ent layer shall be attached In compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping ofapproved asphalt applied within the BVT range and at a rate of 20-40 lbsJsq., or mechanically attaCherl using the fining pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' niwdmum. 4. An overlay and/or recovery board insulation panel is requited on all applications over closed cell foam insulationa when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or dip mopped 8" ribbons in three rows, one at each sided and one down due center of the t allowing a continuous area of ventilation. Bnciroling of the strips is not acceptable. A 6° break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbslsq. Note: Spot attached systems shall be Smite' to a maximum design pressure of-45 psL 5. Fastener spacing for insulation attachment is bid on a Ilnimum Characteristic Forte (F') value of 275 . lbf., as tested in compliance with Testing Application Standard TAS 105. Nike fastaner value, as field- tested, are below 275 Ibf. insulation attachment shall not he acceptable, 6. Fastener spacing for mechanical attachment ofancImr/base shit or membrane attachment is based on a minirau m fastener resistance value in conJunction with the !random de sigh value lid vvithin a specific system. Should the fastener reshitance be less tban that requked, as detemiked by the Building Oicial, a r revised fastener spacing, prepared, sigma and sealed by a Florid* Registered Engineer', Architect, or e subndtted, Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Appllaation Standards TAS 105 and calculations in enmpliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations pry, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation IS specifically referred within this NOA, General limitation #9 will not be applicable.) 8. All amp and sizing of perimeter r nab metal profile, and/or flashing termination designs shall conform with hoofing Application Standard RAS 111 and applicable wind load 9. The niaxiinum designed pressure limitation listed shall be applicable to all roof perimeters, and corners). Neither rational pressure s (i.e. field, beaming analysis, nor extrapolation shall be permitted for at enhanced pressure zones (Le. perimeters, extended corners and corners). (When this lirnitailon is specifically referred rvitbht this NOA, General Limitation #7 will not be app able,) 10.. All products listed herin shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B.-72 of the Florida Administrative Code. END OF IRIS ACCEPTANCE OL .d ZL66 ON NOA No.: 071219.09 Expiration nate: 11/04/13 Approval Date: Page 19 of 19 LtrOIbVVIIN wdOti:z 600U9 'AV Rooting Syst .St(IGHIJ..0 ntimiect ASPHALT FEU' SYSTEMS win ROT ROMANO ASPHALT Type G2 asphalt g1as mat be It ( "GAPGLAS t r or "GAFGLAS #30 ice," )-' a sulteble Clay ply ( "GL$ d' oy "•, ... .ply 6" ). Class A, 3 or C roof systems inclicated,1° The Loaf deck may first .z ' with a ^• 'pe G2 aspbait g ' not baba sheet "GAP Sinfavrmf Etta f� Base (Perforated)" or "GAP Strauverit lIm3iatoi Mtn' $ale Sher (Nail✓eble)"" • Perforatifi to be mopped and nentago to lie raliatirtally attached simule side's ro a. As en option Toe G2 asphalt 6 g mat base sheet ("G PG/ 677 Base :Meet", t tlLTE1�IA GanGt4PS t • 'V ntibg Base Sheet (Nailable)" may be substltated for GI ashal sheet follo GAPGLAystems. ce!'f�'T LAS Ply € ") as nailed ba p1yy7n the Bottom. ply de basd:etleet be solid mapped, spot mop/Ad-or medtatdt gg..,,,.e�. indicated, sil.•�ngeletipe s nay hat m om ally snapped= t d. •'+{':er: .. ' , . r .. :, •, ' Subside Cllaassss�A, B or referenced; or „ ,ed�bello_t includes Qdrytpo�P of the When " ie reM Iced ads htelu� "CAR W VOMALITEW Or an others l,IL Cad palitolumlailan, • ,. • .. y • B or C sys stone or • $9 • a t grove f n.any of rite Class A, •,- V. Iatobsinduded Stmatural as w .? �•�. x(;.15 /32 or NC A, B or C systems don n not ad v • IESiatitl , vie 6f 1 /2 min glptam boatel is as acceptable altep: A for *dation ormar C-15/32 decks. . The use of pol� bets, evil g e ' ` hal su it a bl e ai for ' ` , b h p ' ' a I? ) C 81 " ""' and "BMCA ma 't a{s At. 13 tton use � . r. � . • YA P c� 680 Rot ., mag ivsid iri any Bf tote follpw' "GAPGLAS Flee PI 6 is a suitable apeman to "GAPGT A 1 6" "GAPTSig P Board" maybe used 41 Br of goy pyillte o raz e�pheitfeare ;WithoPg ieandglass dardisabiouss 'Ruben* Hear Witte -MS roams membrane rna be used: in lieia„of "Rubella d4op "•6S5 product its (y tappllssble ' . • . ... • • : Class A. - De C -15/32 ••• • • t -• t • XneliTae3 3 slStema, MAY. 8. 2009 4:16PM =4M I AM I047 PAA AND warmsDIREcToR'.. •" O.'998;2 11: P.•�1- • • • •••. HOOP OVERft4Q MATERIALG (TENT) "lam= maybe uttered l i(ny of7�le g "Asiliatt •_ -is, }, Lksulatidn Midas: ER .94* more byerd pedith, l ( isayattmate, = 'fite/ composite,, tkref one ° "' 91 r 9 1AP D81 1 2 / P , • H Y • or roan; laperi T G1. "G� , .4'. or GAFGLASPly:6 „hoomopped. . Surfacing Grand- Demm /� .• , -; AI 2: • Insulation (Optional)! One or more layers parlitaitwood Mee Sere isaclandate, see-thane gym' ivbad .FfA�/ my ate'do'tst isle e, eny Ply Shed 'aka f31.•,tnoie Tay Type (R "G?t 'Ply 4 "''or p�— p Al? .Q�g� S V ) �pp t�$ � t p$ ��,,�,� • 7 �,� • .. 4 - SSlue Ive Pisa. 03 "GAPSZA:S J Y•V1l i Siitheed Cap • 3. Dario ., • 2 s., :1 r. . u1edo (Optional One osuta'ke layers peat, sgaod•ffiat; 1 0 3 % isogamete, '/ coatposi .pp ate' anarata• Phelan 26.. sheet 6 Two dr mar: layers Type G1 "GAPGLAS Ply 4" or "GAP- !. One layer Type Gi ;; GAFGBASIdirteral S Cap li tic • 6,y Iodine 112:,. y • • Oft br• t lave 'therm R ", 4 in, max, hot mopped. 't•Otc FOR -THE UL MARK -ON PRODUCT • • • ••• • • • • • . • • ROOF 4OVEIllt G•6MA • TERIALS ► • • • • 773 RoduizSntemsilm)-contfreal mlayt Rea ULC •• C A • t > - • ••• .,• •• • • • I 1 Slip Sheet (OPtloolM Red p ivied to deck. Base Sheet One layer 1& 2. A1GLAS #75 Bay Shear (may be • • •• • •• •• PIY • shah - Stem ` itiG 1y4'or S • • • • • • • • • Cap Shads . One loot Me c, 'AGAFGLAS Noted tusked Cap Sheer. , Perk NC A • . , • ' ' IIncline 3 ,,fi� Meek eek One Iayer 6k "GAPOLAS #75 Base Sheet". (Ply Sheet One ma mprei Type G1 "GAPGLAS Ply 4” ar °GAR •• GLAS •ft" , " • ; • . Gap •Sb*i . One layer TRia :,6•3 `;GAPGLAS.R rai gpzfa . Cap Sheet". ., .. . Deck: C- 15/32 Incline 2 • In sulatienz 'One er mole layers perlite, gglIeses� fib% barriataate, vre flunk ppliteibliCyarngaie composite, peditelurathane contliasite, P>se' nolie, Win ruin (oeeet froth plywood joints4 n.). • • Base Sheet One or more=layera �e GI, G2 or 03. •• t: ' Merobr One oratbrelayes ad arch " (Smooth co/ rierti•i e), ' Ntubiroid Torch Huse (granta16), 'Untold Mop"'( ex Granule) "1 orabaroid Mop Plus" (granule). q Cap Sheet "GAY 'AS Mineral Surfaced Cap Sheer, hoe' ' " Dada C •15Y32 " • InClin@t ± ` '• v + ► r• • Insul tte� (Optihna7)s • 24e•or twit lay= p : wdloii Sh% isarYamirate, wane, partfailsocyiaousim come: ureausse =mite, wooil f /scu comgostte • Base Meek Two.or ntoaa layer? Tftpe Mar G}" k " • I'ip sheet (Ophiongs• (4aTAerre lave' t;<lA Membrane: One c nkolg layers °RubereidToneh" (Samallet Granule). ' Rnbortad Torch 1 h : , "RubarddMop" (Savo* a Granule) or Itsberoid Mop • pip Meek ) Surfaced cai Shy, in mapped Class B • nay 1. Della C-13/32 ' •, ' • Incline 3-1/2' •- • Insulation (Optional One or more layers paelite woofl l bet3' fiber, isocyon nte►io :per /Jboeyantuate compobitei urethane composite, wood bar /ieocyanurate c .a.. any • . •piy Sheep ltwo armorer layers /Type 01 "GAPGLAS Ply C or "GAF- MIS Pty 6" Cap Mitt: TyP6 G3 Mineral 5thfaced'tap Sheer, hat =Net 2. Ao t C-15/32 ••' - ' • . Xncline 3-141 •. , Inskde os-(Optionalk• One' or.more layers perlite, wood Huts glass Mew isoryannafe,' ', prilladiesayanuratr , / methane compo wood J aftocyanuraie composite, phanr�y thickness. 4, . Baas Sheep Tw.o-or o laps .. -. 01, / G2 or G3: or 1 ZI MeMembrane / �o'marp la� ;•,• '.1' 1 ,..1/o� "(woot ox ( ) r '" n ao .R1 ( ), "R : id g• (Sntearh ar.p angle) or "Robtrold Cap Sheet "� C Surfaced Cap � Shaer, hot mopped. -._. . • ; , • Chris C . 1. Della C-L /82 . _ •. . •Xnd1ne:.172 •Ins on (Opeional» , Oal '6r ffiore layers pbr tft, wood. rater,,, : = ice, isayarnarate, suetbane, perliteileorytoorate composite, • -• • urethan composite, woad fiber/isoayaturate composite, p nay thidmest.•• • P17 Shabb t ilteta or • mere'iaye s 'Pipe .G1 'MAMAS $b' 4" or LAS-Ply 6'( • t PELT SYS�S WITH H0' R G•CDAL Class A ' • 1. Dada C-15/32' ' bath= 112' •t Insulation (Optional) One or more Iayara peribe, wood fiber, fiber isocydnsmate, uxelharke, parlfte/isocyoutuate urethane compoaitessrood fiber /isoaya usrate cathpasita„pbsoolit, any tittrierw e BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 200 Story Road Lake Wales, FL 33898 This renews NOA #02- 1205.07 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. • • ••• •• •• • • • • • • • • • • • • • ••• ••• •• •• • '•' • • • • • • ••• • • • • • • • • • • • • ••• • ••• • • •• e, • • • • • • • • 0. '11[IAMI, MD* COUIcr: FLORIDA • METROO15 DM LAGLEi2 BUILDING 140 WEST FLAGLER STREET, SUITE 1603 • • • FLc 1 »A V430 -1563 • • • MO 3�: • •• Fla (305j 375 -2908 • . • • • • • • • • • . • • • • •• • • • • • ••• •a 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 ght 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: Spanish `S' 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. TERNIINATION 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 bedisplayed 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. NOA No.: 07- 1023.09 Expiration Date: 01/02/13 Approval Date: 12/27/07 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub- Category: Material: 1. 2. PRODUCT DESCRIPTION Manufactured by Applicant Monier - u e Spanish 'S' Tile Trim Pieces SCOPE - This renews a system using Monier •Lifetile Spanish `S' Concrete Roof Tile, as manufactured by Monier Lifetfie LLC in Boca Raton, 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. 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. • The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Roofing High Profile Roofing Tiles Concrete Test Dimensions Specifications w = 10 -1/2" min. 3 A" thick 1= varies TAS 112 w = varies varying thickness Test Identifier 7161 -03 Appendix III 7161 -03 Appendix II P0647 -01 PO402 94-084 94-083 25- 7183 -4 • • • • • ••.•• . • • • .• •• • • • • • • • • •.. • • • • • • • ••• • • • • • • • ••• . • • . • • .. • • • • • • • • • • • •• .. • • • • • • •.• ... • . 0 • • •- 00 00 . . . • • •• • •• ••••.. Product Description Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Wind Tunnel Testing PA.108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 102 (2 Quik- -Drive Screws, Direct Deck) • • • • • • . . . . • • .. • • • • •• • • • • .• High profile, interlocking, one - piece, 'S' shaped, high-pressure extruded concrete roof tile equipped with two nail holes. For direct deck nail -on, mortar set or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Date Dec. 1991 Dec. 1991 Aug. 1994 Sept. 1993 May 1994 April 1994 Feb. 1995 NOA No.: 07- 1023.09 Expiration Date: 01/02/13 Approval Date: 12/27/07 Page 2 of 6 Test Agency The Center for Applied Engineering, Inc. Redland Technologies The Center for Applied Engineering, Inc. Nutting Engineering Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier 25- 7214 -3 Letter Dated Aug. 1, 1994 Project No. 307025 Test #MDC 78 13343.1 520111 -3 520191 -2 -1 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Walker - Engineering; Inc. Evaluation ealculations Walker Engineering, Inc. Evaluation Calculations Walker Engineering, Inc. Calculations • • ••• • • •• •• • • • • •• •• . • • • • • • • • • • • ••• • • • • • • • • • • • . • • ••• • • • •• •• • •• • • . • • • Test i • • • Static Tlpli$t 'testipg .. PA 102 (1 • Quik•riv4 $r Di leek} : : • . Wind Tunnel Testing • • PA 108 (Nail -On) Wind Driven Rain PA100 Physical Properties TAS 112 Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 =7 Restoring Moment Due to Gravity Two Patty Adhesive Set System • . • • • • • . . • bag: March, 1995 ••• •• • . . . • • %irg. 1994 Oct. 1994 June 2007 Dec. 1998 March 1999 Oct 2007 February 1996 April 1996 December 1996 111 August 2007 April 1999 3. L1M TATIONS 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 underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. • 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Monier Lifetile Spanish 'S' 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 NOA No.: 07- 1023.09 Expiration Date: 01/02/13 Approval Date: 12/27/07 Page 3 of 6 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft Ibf) for NalPOtrSysteitis Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Monier Lifetile Spanish 'S' Tile 2 -10d Ring Shank Nails 28.6 41.2 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 1 . #8 Screw 20.7 20.7 2 . #8 Screws 43.2 43.2 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 N/A 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 Table 3: Restoring Moments due to Gravity - M„ (ft -Ibf) Tile Profile 2 ":12" 3 11 •12" 4 "•12" 5 ":12" 6 ":12" 7 ":12" or greater Monier Lifetiie Spanish 'S' Tile Battens Direct Deck Battens Direct !�_ Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck N/A 6.87 N/A N/A 6.67 N/A 6.52 N/A 6.34 N/A 6.16 Table 6: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Spanish 'S' Tile Adhesive 29.3 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 1: Average Weight - • •' g g (W) and Dimensions (I x w ) • • • • - Tile Profile Weight -W (lbf) Len h -C () .•. :41, Monier Lifetile Spanish 'S' Tile \ 0.26 • ••• • -.. •• . ' Monier Lifetile Spanish 'S' Tile 9.64 •.1.5 . . '. • : 0.865 Table 2: Aerodynamic Mult pliers - X (ft Tile Profile ; A. (ft) ( Direct Deck piication Monier Lifetile Spanish 'S' Tile \ 0.26 • • •. • • • • • • • • • ••.•• �•� • • • •• • • • •.• • • • • • • • • • • 0• . •• • • • i . • . •. • • • • • • • • • . .. NOA No.: 07 1023.09 Expiration Date: 01/02/13 Approval Date: 12/27/07 Page 4 of 6 Table 7: Attachment Resistance Expressed as a Moment = ►ff (ft-lbf) • • • for Single Patty Adhesive Set Systems • Tile Profile Tile Application • • ; : 1' , lili 'inv2111 attacDirnent :: ; RReslisMMnce• • Monier Lifetile Spanish 'S' Tile Polyfoam PolyProTM 24.5 • • • • s6 .. • Polyfoam PolyProTe . 311 3 Large paddy placement of 63grams of PolyProT"'. 4 Medium paddy placement of 24grams of PolyProTM. Table 8: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Spanish 'S' Tile Mortar Set 24.5 • • ••• • ••.•• • • • •. .• • • • • • ••• • • • • • • • • • • • • • • •.. • • • • • • 01 • • • • •• • • • • • • • • a • • • - • • • -- • .. 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below, or following statement: "Miami -Dade County Product Control Approved ". MONIERLIFETILE LLC, SPANISH'S' TILE (BOCA RATON, FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 07- 1023.09 Expiration Date: 01102/13 Approval Date: 12/27/07 Page 5 of 6 • • • • • •• • • • •••• • • •••• • • • • • • • • • • • • • • • • • •• • • • • • 000 • • •••• • • •••• a c a al gl MAV. 11. 2G09 10: 22AM MI AV: x,47 MIAM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (N P ,foam I'toduetai, Inc. 11715 Boudreaux Road Tomball, TX 7737S • • •• .•. • •• • • • • • • • • • • • ••• • • • • 1C.OY2 P. 1 •• •• •;• • • • • •es • ••• • • • • • • • I1 � 1 I. ciOuN 'i i0i�ill' 140 WEST F1.AGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1363 • • • (35)74%0i • •FA36003) 32$29o8 •• • - • • — • • • ••• • • SCOPE: T h i s N O A . is b e i n g iced under t h e a p p l i c a b l e r u l e s a n d regulations g o v e r n i n g t h e use of con on materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Ivliemi Dade County and outer areas where allowed by the Amy Raving duuiedictio (AB3). This shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the assurance other than Miami Dade County) reserve the right to have this product or material tested for quality Purposes. If this product or material fails to perform in the accepted raamner, the =mead= will incur • the expense of such testing and the AID may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this fie, if it is detained 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 be een designed to comply with the Rig!: Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyprog AH160 RENEWAL of this NOA shall be considered after a renewal applion has been filed and there has been. ma change in the applicable building code negatively affecting the perfce of this product. TERMINATION of this NOA will occur after the expiration date or if then 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.. Faiilure to comply with any section of this NOA shall be pause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertisi 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 menufhoture r 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 and consists of pages 1 through 7 The submitted documentation was reviewed by IN Acebo. NOA No.: 06 0201,02 Eaptrattion Date: 05/10/11 Approval Date: 04/13/06 Page 1 of 7 MAY. 11.2009 10:22AM MIAMI047 ROOFING ASSEMBLY APPROVAL: Roofing Sub g ory: Roof tile adhesive Mks: Polyurethane SCOPE: PRODUCTS MANUFACTURED BY A.PPLXCAN r ?I-04A Dimensions Ig_st • Poi t� AH160 e AS yA IV'lA TAS 101 PHYSICAL PROPERTIES: Property Density Compressive Stealth Tensile Strength Water Absorption. 1vIoisture Vapor Trammission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTMD2127 ASTM E 96 ASTM D 2126 ASTM D 2856 0' ' • • • • • • • • • ' ': • • • • • • . • ••• • • • • • • • • • •.. • • • • • •• .. •. • • • • •••• • • • • ••• pole NO. 0012 P. • • • • • • • • • • • • • • •• • . ... • . . • p •.• • • . . . ;• '• • • • • •le • p • This approves Polypro ©AR160 as wed by Polyfoam Products, Inc. as described in Section 2 of this Notice ofAcceptanc e. For the locations where the deli applioable building code, does not exceed the de`d prasstn pressure wed by compliance with Roofing � pressure values obtained by calculations in iaace profile roof with R g Application Standard d. RAS 127, for use with approved flat, low, and high using Polypro® AEI 160. Where the attachment calculations are done as a moment based system for side patty placement, and as an uplift based systems, for double patty systems aftj2pAtn Two component polyurethane Foam. Foetnpro® RM 000 N/A Dispensing Dig Lgwipment FroPaoke 30 & 100 NIA Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami Dade County Product Control Accepted Roof Tile Assembly having a current NOA which lfst remelt resistance values with the use ofPollypro AH160 roof tile adhesive. ltmda 1.6 lbs./V 18 PSI Parallel to rise 12 PS1 Perpendicular to rise 28 PSI Parallel to rise 0.08 LbsJFt 3.1 Perm / Inch +0.07% Volume Change @ -40° P., 2 weeks +6.0% Volume Change @158 100% Rumiditty. 2 weeks 86% Note: The physical prop:aides 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 Data 04/13/06 Paget of 7 2 MAY. 11.2009 10:22AM MIAMI047 Miles Laboratories Polymers Division Raintech Laboratories, Inc. Southwest Reseaach Institute Trinity Eag veering Celotex Corp. Testing Services EVIDENCE SIIBMIT TED: Test Agency Center for Applied Engineering MS Test Identifier 994-060 25781$ -1PA 25- 7438 -3 25-7438-4 25-7438-7 25 -7492 NB-589-631 9637 -92 01- 6743 -011 01- 6739- 062b[1] 7050.02,96-1 528454 -2 -1 528454 -9 -1 528454 -10-1 520109 -1 520109-2 520109 -3 520109 -6 520109-7 520191 -1 520109-2-1 • *0 00 •: '•' • • • •• • • •. • ... • • • • • .:. • • • • • • . . • ••• • • - •• . • Test NarrtefReport . TArt01;•. ;•. ; • • • •Si:'Tbf.l'1 -93; ;.. SSTD 11-93 SSTD 11 -93 ASTM D 1623 A.STM E 108 04/30/93 ASTTM $108 A.STM E 84 TAS 114 TAS 101 10/23/98 TAS 101 12/28/98 TAS 101 • • ... •.. NO.0012 P. ••. • • • • •• - Age, • • • 04/08/94 • . 12/16/96 . • 10/25/95 11/02/95 12/12/95 02/01/94 11/16/94 01116/95 03/14/96 03/02/99 MUTATIONS: 2. Fire classification is not part ofthis acceptance. Referto the Prepared Roof The Assembly for fire rating. 2. Polypro® Al-1160 shall solely be used with flat, low, & high tile profiles. 3. Minim= underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile mnnuffact res acgnhing acceptanoe for the use of Polypro® 60 roof the adhesive with their tile assemblies shall test in accordance with TAS 101. S. Roof Tice msuthchur acquiring acceptance for the use of RArDI- ST1CIi: roof tile adhesive with their the assemblies shall teat in accordance with TAS 101 with sermon 10.4 as modified herein. IIf NO.1 No" 06- 0201.02 Expiration bate: 05/10/11 Approval Dates 04/13/06 Page 3 ooi7 3 MAY. 11. 2009 10:23AM MIAMI047 NO. 0012 P. 4 • . • INSTALLATION: • • .: • .. 1. Polypro® AH160 maybe used with any roof tile assembly /lying ; 'A t NOA that Nat; uplift resistance valves with the use of Polypro® AH160. 2. Polypro® AH160 shall be applied in compliance with i38 n tAplicatiial sermon and the corresponding Placement Details soled herein. The roof ti1e lys a iesrve aft ohmeut with the use ofPolypro AH160 stall provide sufficient am attearimint:registangemriressed £s an uplift based system, to meet or end the uplift resistance ddernined ba compliance w -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted ha the roof the assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120. red Polyfoam Products, Inc. Polyprog AH160 Operating Instruction and Maintenance Booklet 4. Installation must be by a Factory Trained 'Qualified Applioaiof approved and licensed by Polyfoam Products, In Polyfoam Products Jac. shall supply a list of approved applicatora to the authority lzaviagiuriscliction. 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 maiued between 1.0- 1.15 (A): 1.0 (13). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tale as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Poampro RTF1000 or ProPacke 30 & 100 dispensing equiPment onlY 7. Polypro® AH160 shall, not be exposed permanently to sunlight S. Tiles mast be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. . 9. Polyprog AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic title profile requites the specific placement noted herein. Flat, Low, Hi . Pro le t :igh Profile (2 Piece Barrel) Flat, Low, High Profiles Flat, Low, High Profiles Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail #1 #1 #2 • • ••• • • • • • • • • ••• Single Paddy Weight Min. (grams) 35 17 /side on oap and 34/pan 24 • • • •. ••• •. • • • • ••• • • • • • • • • • • • •• • Two Paddy Weight per paddy Min. (grams) N/A N/A N/A 8 LABELING: Ah1 Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As recraired by the Building Official or applicable building code in order to properly evaluate the installation of this system: NW. Nei t 064201.02 Expiration Date: 45/10/11 Approval Date: 04/13/06 Page 4 of 7 MAY. 11. 2009 10:23AM MIAMI047 : .. • • • • •• •• • • • • • • • • • ••. • • • ••• • • • • • • • • • • • • • • • • •••• • . . •;•• • . • . .. E. •; •• :•• ••• ADHESIVE FLAa r-- • SINGLE PAM NO. 0012 P. 5 • •• NOA No.: 06-0201.02 Expiration Date: 45/0/21 Approval Date; 0/06 Page5of7 MAY. 11. 2009 10:23AM MIAMI047 : . . : •• • • • • •.. . • • • • • ... .• • • • • ..• • • • • • • • ••• • • • • 00• • •00 Ara maw x pia m►� i ` • � 2 • : • • •e• • • • • • • S n,I PATTY ••• ••• • ..• • .. : • • •• ..• .. • ... . . • • • ..' : : : • :. • S • • '. . • • • • 4100 .. • NO. 0012 P. 6 NOA No.; 06-0201.02 Expiration Date: 05110111 Approval Date: 04/13/06 Page 6 of 7 MAY. 11. 2009 10: 23AM MIAMIG47 END OF THIS ACC EPTANCE : . .• •.. • • • 410. • • • • • •.• • • .t. • • • • . • 00.0 ADEES1 PLA. Axt 3 • • DOUBLE P`A1TYY • • • • • • • • • • ... ... • NO. 0012 P. 7 .. • • •• .• •.. •. • •• .. UntlikMeni COM eV NOA No.: 064201.02 Eqdr4tlen Dal= 05/10/11 Approval Date: 04/13/06 Page 7 of 7 Inspection Number: INSP - 113802 Permit Number: RF -5 -09 -789 Scheduled Inspection Date: July 24, 2009 Inspector: Bruhn, Norman Owner: RODAS, DANILO & LOURDES Job Address: 129 NW 97 Street Miami Shores, FL 33150- Project: <NONE> Contractor: QUALITY ROOFING INSDUSTRIES LLC Building Department Comments RE ROOF THE EXISTING FLAT TILE ROOF TO TILE SPANISH S AND RE ROOF THE FLAT ROOF AREA. Passed ri z,)xc,,, Failed Correction Needed Re- Inspection Fee July 23, 2009 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments For Inspections please call: (306)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile/Flat Phone Number Parcel Number 1131010260110 Phone: (305)681 -1421 Page 4 of 8 Inspection Number: INSP - 113801 Permit Number: RF -5 -09 -789 Permit Type: Roof Inspection Type: Up Lift Report Owner: RODAS, DANILO & LOURDES Work Classification: Tile/Flat Job Address: 129 NW 97 Street Miami Shores, FL 33150- Scheduled Inspection Date: July 24, 2009 Inspector: Bruhn, Norman Project: <NONE> Contractor: QUALITY ROOFING INSDUSTRIES LLC Building Department Comments RE ROOF THE EXISTING FLAT TILE ROOF TO TILE SPANISH S AND RE ROOF THE FLAT ROOF AREA. Passed Failed Correction Needed Re- Inspection Fee July 23, 2009 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments For Inspections please call: (305)762 -4949 Phone Number Parcel Number 1131010260110 Phone: (305)681 -1421 Page 3 of 8 Inspection Number: INSP - 113796 Permit Number: RF -5 -09 -789 Scheduled Inspection Date: July 24, 2009 Inspector: Bruhn, Norman Owner: RODAS, DANILO & LOURDES Job Address: 129 NW 97 Street Miami Shores, FL 33150- Project: <NONE> Contractor: QUALITY ROOFING INSDUSTRIES LLC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 RE ROOF THE EXISTING FLAT TILE ROOF TO TILE SPANISH S AND RE ROOF THE FLAT ROOF AREA. Passed J� 7.27v.;6199 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments July 23, 2009 For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Renailing Affidavit Work Classification: Tile/Flat Phone Number Parcel Number 1131010260110 Phone: (305)681 -1421 Page 2 of 8 RE: Permit # es-5-o9-4g9 Znse Luis 40 pez- (Print name and circle License Type) FS 468 Building Inspector License #: CC- / P- 13 9 On or about 02 (p CI 10fAN1 , I did personally inspect the roof deck nailing and/or (Date & time) secondary water barrier work at 1 9 /V w 9 (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane, Mitigation Retrofit Manual (Based on 553.844 F.S) State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. / day Of Vicky San EP.'18, 7011 . os 1 r l OTARYcom *General, Building, Residential, or Roofing Contractors or ny individual certified under 468 F.S. to make such an inspection. Sworn to and subscribed before me this Notary Public, Sate of Florida at a e • inspection F. 64 wu'rnez'fet.' 10050 NE 2nd Ave Miami Shores, FI 33138 Phone 305-795-2204; Fax 305-756-8972 www.miamishoresvillage.com INSPECTION AFFIDAVIT , licensed as a (n) DATE: - 06/ Engineer / Architect, Include photographS'ofeach plane of the roof with permit #'and address # clearly shown marked on the deck for each • • CIVIL ENGINEER July 23, 2009 Quality Roofing Industries Miami, Florida Project: Dear Sirs; Reileh En i eering Corp. (Consulting Engineer) P.O. Box 22011 Hialeah, Florida 33002 Tel : 305-823-8008 Fax: 305-823-3300 ROOF TILE UPLIFT TEST REPORT Residential Home 129 Northwest 97 Street Miami, Florida Information provided by client: Permit Number: Not Provided Date Completion: July 16, 2009 Roofing Contractor: Quality Roofing Industries Project Number: 09 -0612 (Testing Laboratory Certificate #06- 0501.15) 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 file system and mechanically attached, rigid, discontinuous roof systems. The total of the 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 Eagle Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area ofthe 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. Based on our test results, we conclude that the installation of the roof the at the above referenced projec meets the test requirement tt outlined in the above mentionedprotocol. Attached please find a copy of test report for your review. 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 Moliamad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 129 Northwest 97 Street Miami, Florida Reileh Engineering Corporation -- Project Number - 09 -0612 — Page 2 of 6 Report of TILE UPLIFT TEST for Residential Home 129 Northwest 97 Street Miami, Florida Project Number: 09 -0612 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 - 09 -0612 — Page 3 of 6 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 - 09 -0612 — Page 4 of 6 Test Number 52 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 78 79 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 - 09 -0612 — Page 5 of 6 80 81 82 83 35 35 35 35 Pass Pass Pass Pass Reileh Engineering Corporation -- Project Number - 09 -0612 — Page 6 of 6 62' 70 12 78 80 82 89 79 8 5 16 61 75 14 6 58 57 54 65 19 17 20 61 7 66 55 34 15 44 96 28 14 55 25 27 64 62 26 tv q8 53 52 91 40 24 13 12 50 55 56 63 31 43 45 29 30 31 23 41 46 2 9 8 9 10 I 09 -0612 APPIZOX, POOP 1e51 LOCATIONS AND t2IM N510N5 Scheduled Inspection Date: June 18, 2009 Inspector: Rodriguez, Jorge Owner: RODAS, DANILO & LOURDES Job Address: 129 NW 97 Street Miami Shores, FL 33150- Project <NONE> Contractor: QUALITY ROOFING INSDUSTRIES LLC Building Department Comments Infraction Passed Comments TIN CAP SPACEING False Passed Failed Correction Needed Re- Inspection Fee June 17, 2009 Inspection Worksheet s a . Miami Shores Village No Additional Inspections can be scheduled until re- inspection fee is paid. 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Phone Number Inspector Comments CREATED AS REINSPECTION FOR INSP- 113797. Permit Type: Roof Inspection Type: Tin Cap Work Classification: Tile/Flat Parcel Number 1131010260110 Phone: (305)681 -1421 i& 67k, ,;7* Page 14 of 22 Scheduled Inspection Date: June 18, 2009 Inspector: Rodriguez, Jorge Owner: RODAS, DANILO & LOURDES Job Address: 129 NW 97 Street Miami Shores, FL 33150- Project <NONE> Contractor: QUALITY ROOFING INSDUSTRIES LLC Building Department Comments June 17, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Roof Inspection Type: Hot Mop Work Classification: Tile/Flat Phone Number Parcel Number 1131010260110 Phone: (305)681 -1421 Passed 1714 IL Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Te1A--r Page 6 of 22 A( 7 W-24p1/2 Scheduled Inspection Date: June 17, 2009 Inspector: Rodriguez, Jorge Owner: RODAS, DANILO & LOURDES Job Address: 129 NW 97 Street Miami Shores, FL 33150- Project: <NONE> Contractor: QUALITY ROOFING INSDUSTRIES LLC Building Department Comments June 16, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP -1 97 Permit Nu • RF -5- 09-789 1 Permit Type: Roof Inspection Type: Tin Cap Work Classification: Tile/Flat Phone Number Parcel Number 1131010260110 Phone: (305)681 -1421 Infraction Passed Comments TIN CAP SPACEING False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments L a pr l Gr G o°r actSe_ t f p, e- n)/2 _, 5 . Page 6 of 15