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RF-06-2796Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 06/07/2007 Inspector: Rodriguez, Jorge Owner: WHITE, WAYNE CoLsow Job Address: 339 96 Street NE Miami Shores Village, FL Project: <NONE> Block: Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060135900 Lot: Phone: 305 -757 -2612 Building Department Comments RE -ROOF SUN 0 7 2001 Passed Inspector Comments 0‘ 0) 07 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Wednesday, June 6, 2007 Page 2of2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 06/07/2007 Inspector: Rodriguez, Jorge Owner: WHITE, WAYNE Job Address: 339 96 Street NE Miami Shores Village, FL Project: <NONE> Block: Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Permit Type: Roof Inspection Type: Up Lift Report Work Classification: Roof - New Phone Number Parcel Number 1132060135900 Lot: Phone: 305- 757 -2612 Building Department Comments RE -ROOF JUN 0 7 2007 Passed Inspector Comments \77Z 0 d e?7 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Wednesday, June 6, 2007 Page 1 of 2 U.S. SOUTH Engineering & Testing Lab., Inc. Project 6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 106 9446 Owner's Name: Job Address. Roofing Contr. . t * f d Type of Tile. Approximate Roof Height:.-24---feet Type of Access to Roof: Scaffolds Ladder Approximate Square Footage of Roof: f �D 0 ft2 Required Testis g Force: 35 lbs. Testing Equipment: Chatillion 100 Date Tested. CO °4" SITE SPECIFIC INFORMATION Permit 1„,.. 'zR-' ( Date Installed. Roof Pitch: Other TEST RESULTS P = PASS, F = FAIL Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or 9 Test Location Uplift Pull Test(P or F) 1 Tec.,,(ZE12_,____26._____1?_aerp 51 78 2 27 52 77 3 28 53 78 4 - 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 58 83 9 34 59 84 10 35 60 85 11 36 61 86 12 37 82 87 13 38 63 • 88 14 39 64 89 15 40 65 80 16 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 \97 23 48 73 98., 24 49 74 99 25 50 75 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS REPO- -.SU ITTED BY: Lab Certification # 98 -0608 State of FL Certificate Authorization # 4100 Sketch of Roof Job- Sheet Number • la Contractor CaziWrzt.M._17/St2rguarl___ Checked By Scale bi -74 tc4 4— OV •- :1, -AT ..-. _NOtes: 24 ---V-2 s-c- 17, 4 Lvr.r. pitca-trt -..-... . Miami Shores Village )1 16107. . Building Department � �`' 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 BUILDING k( PERMIT APPLICATI FBC 2004 Permit No. Orriliftk Master Permit No. Permit 'type (circle): Building Electrical ®Plumbing Mechanical Owner's Name (Fee Simple Titleholder) h �, "� Phone # Owner's Address City l et L! c j is\r-- Mate g._ Tenant/Lessee Name Zip 33 3 �l Phone # Job Address (where the work is being done) 9 el u t_ 46 S City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES NO •et) ai terb.p‘ni it City it/Lariat., Shbrc) State Pt Zip 211 3 Qualifier Name -iiNy&('e )j ® rut.k.i l Phone # `2 ®S ..-lot?.-- State Certificate or Registration No. CC, Q. 30 � Certifcate of Competency No. C C () 9A-L-fr County Miami -Dade Zip '31 Contractor's Company Nam Contractor's Address (�l 30 Phone # 30-6— -7T-1-0-6)12- Architect/Engineer's Name (if applicab Value of Work For this Permit $ 5 Q 0 0 Type of Work: D rite Work: YY er66 + or e - Qr pc rr c 4 4-CA Square / Linear Footage Of Work: ❑New (tn t f Repair/Replace ❑ Demolition )°- r yher14 ***************************************F * ************ * ** * ** ***� * * * **** * ** * * * * * * *** ** Permit Fee $ (.i� CCF $ �/ CO /CC Notary $ Training/Education Fee $ O' Technology Fee $ Co • Scanning $ (0.00 Radon $ Bona $ Code Enforcement $ Submittal Fee $ DPBR $ Zoning $ Double Fee $ Structural Review. $ Total Fee Now Due $ )O .CO: See Reverse side --a Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgae,etlar's Nam (ifilxdble) Mortgage lehddr's Addss City State Zip Application is hereby made • obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property Ls 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 ` the absence of such posted notice, the inspection will of be approved a reins., _ '• r arged Arili Owner . r Age Contractor The for _oing ' 1.trument ras acknowledged before me this.. The f. •- g instrument was acknowled ed before m this day o 1 20b by `°�' �" da of 2006 by Y:7( re0 who is personally o roduced who is personally known to me ho has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Signa ettIAA NOTARY PUBLIC: rzk• ,.:t i ' Sign: fit drat �- Print: My Commission Expires: o:wis5i0 . 09,E 2009 Ey pIP�S ndias C°q o i P �d T. APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer Zoning ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. Contractor's Name Job Address 6 Process No. ek) o� a'k("Ick O Low Slope 0 Asphaltic Shingles ❑ New Roof ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE Mortar /Adhesive S - T APPROVED ZONING DEPT eroofing ❑ Recovering ❑ R air �I_DG DEP9 I, aint ROOF SYSTEM INFORMATION SUBJECT TO COMP! t: WITH ALL EDERAL Low Slope Roof Area (SF) Steep Sloped Roof rea (SF) Section B (Roo Plan) Sketch Root Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and locat parapets. STATE AND COUNTY RULES AND "REGULATIONS ‘') o 1 - 1 5.32 • - • • • • • • • • •• • • • • • • ••• ••r • • • • • • • •• •• • NOV CIEEVR 1 5 2005 BASALCh---- ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High-Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: ,1J\ (IX Notice of Acceptance Number:0 g ) ) y , D 2---- Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): - - P1: "7. /1- P2: ;I --k9. P3: Maximum Design Pressure (From the Product Approval Specific System): Steep Sloped Roof System Description Deck Type: Slope: : 12 Type Underlayment: Insulation: Pt Fire Barrier: 1 Ridge ilation? Mean Roof Height: 24 Fastener Type & Spacing: r Adhesive Type: Type Cap Sheet Roof Covering • A 111(1:111 S '1 24T •• ••• • • • • • •• • • • • • 1* • • • • • • : . & • Size'Drip • • • \ • • • • • • • • • re:• •• ••• •• 0 • a •• •_ __•._ 0_ 0_•• ••• ••• • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • •• •• •• •• • 0 ••• • • • ••• • • • • ••• • • • • • • • • • • to 15.34 • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida 1- uilding Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For hlotnent based rile systems, choose either Method 1 or 2. Compare the t allies for &4r with the values from Mf. If the Mr values are greater than 01 equal to the Mr values, fat each area of the root, them the tile attachment method is acceptable. Method 1 "N Lent Based file Calculations Per RAS 127" tYt: It± :; x 243 = - Nlg ��/O2- NI,.t 7y'" Product Approval tMi_a? (P,: ,!I .� z * 91j .. vl /.�2 = nl ` Product Approval itili J27 (P:;: IC (.. x . 2i? 3. •R I) - Mgs: • ! = MI? 1I Pi°duct Approval N1 f 177. Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance t2,lrJ From fable Below . . Ptudoet Approval Mf --, - -- Mr required Moment Resistance* Mean Roof Height --> Roof Slope 1 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 "Must be used in conjunction with a list of moment based tile systems endorsed by the Browat'd County Board of Rules a td Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than a' equal to the Fr v allies, Inc ' each area of the roof, then the tile attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" (PI: x L = x w: = _._._ .__1- W: _._ x cos ti _ _ = F,.1 _____ Product Approval F' - _ Y,: x L. = x w: = 1 W: x cosh = Fri Product Approval 1 x w: _ __ _j - W: _ - -- -_ x cos 6 -_._.._. = 14i3 _... -_ Product Approval F' (P3' -x1.__ _ _ Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by au engineering analysis prepared by PE based on ASCE 7 Mean Root Height H Job Site Roof Slope 6 Job Site _lerodyuantie Multiplier 1 Product Approval Restoring Moment due to Gravity 1148 Product Approval Attachment Resistance 1Mf Product Approval Required Moment Resistance M,, • Malctll t d • • • • • • • • Minimum Attachment Resist:nice • • t •• • • • • • Froductt\plt'otttl • • • • • ••• •• • • • •• Required Uplift Resistance Fr Calculated Average "file Weight • • • ••• ••• ••• W • • lirotiutcr Approsed • • • Tile Dimensions -e----e-- •- ---• -- • • • • •• • • • •• • • • • L =length • • • • •• •• •• • • Ptiduct Apetrttd • • • W = width - All calculations must be submit ed to the building ol•.ialsat the t me tf liern•i t•aiipliiiation. • FLORIDA BUILDING CODE - BUILDING • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • •• •• ••• • • 15.35 BUILDING Copt CQwe1dANCE QFFRCC (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Almer (USA), Inc, ` --66/13 NW77th Avenue Miami, FL 33166 MIAMMMI.DADE COUNTY, FLOtt:DA MEI O -DADE FLAGLEIi $LtILD.NG tea WEST FLAGLER STR.E,ET, SUITE '503 MIAMI, FLORIDA 3313(3-1563 (305)375-290i FAX (365) ]7s -2908 SCOPE: This NOA is being issued udder the applicable rules and rega]atioua 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 Cotmty and other area where allowed by the Authority Having Jurisdiction (AM). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Vliaini Dade County) and/or the AH.1 (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality asaaluance purposes, if this product or material fails to perform in he accepted manner, the n ufactu.n r will incur the expense of such testing end the AH1 rr ay immediately revoke, modify, or suspend the use of such prorucz 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 ea described herein, and has been designed to comply with the High Velocity Hurl-warm Zone of the Florida Building Code. _DESCRIPTION: Alta irelt ay Rent Tile LABELLNG Each unit shall bear a permanent label with the Ingnnfacturet's fame.ar logo, city, state and following Statement- "Miami-Dade County Product Control Approved ", tics otherwise noted herein. RENEWAL of this NOA shell be considered after a renewal application ties been filed and there hag beet: no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will act after the expiration date stir if there has been a revision or change in 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 shd11 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,thc words Miami -Dade County, Florida, and followsad by the expiration date may be displayed in advertising literature. 11 any portion of the. NOA is displayed, thea 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 he Building Official. This consists of pages 1 through 4. The eubrnitted documentation was r+av ewet21:FrknleZ.,lalla& ale • • •• • • • • • • • • •• ••• •• • • • •• • • • ••• ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .• •• •• .• • ••• • • • ••• • • • • • • • • • • • • • • • •• •• ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • ••• • • NCO o.: 62- tits,01 laxptrattoriDatrrti 1146/07 Approval Da ted.2/ 12'02 page 1 of 4 Cri. 4 -x-Ir I Y1f1 ?J 1,1; -M il4.nMI Tr- H ROOFING ASSEMBLY APPROVAL Category; Roofing Sub- CatogolYs Material: Roofing Tiles Clay 1. SCOPE This renews roofing system using Al (USA), Inc.. and described in Sectio pressure requirements, as determined in sure values obtained by ccalculati section 4 herein. The attachment cal 2. PRODUCT DESCRIPTION Main 3 ig red y A2INsegki Barrel Tile Trim Pieces 118Va" w a 8 y," W' trick nominal Length! varias Width: varies vs. ymg thickness 2.1 SUBMITTED EVIDENCE: Test Ag ncv The Center for Applied Engineering, Inc, Tho Center for Applied Engineering, Inc. Redland Technologies Walker Engineering, Ittc. Walker PAgiaeeri!tg, Inc, Walker Engineering, Inc. Walker F_r+.ginee ins, inc. Walker Engineering, Inc, sa 'Barret' Clay Roof Tilts. as manufactured by Almar 2 of this Notice of Acceptance. For locations where the by applicable Building Code done not exceed the design in compliance with RAS 127 using the values listed in 'salons shall be done as a moment based system. Test TAS 112 I'rodoet D acpd911 High profile, two- piece, clay roof tile. FOT mortar set or adhesive set applications. TAS 112 Accessory trim, clay roof pieces for use at hips, rakes: ridges end valley terminations.. Manufactured for each file profile. Eva Evalua Evalu Bvaiu •• ••• • • • • • • •• ••• tift 4 -083 57869 -1 0647 -01 C :lculations • • • • • •• • •• 'on Calculations on Calculations on Calculations .. on Calculation • • • • • • • isamatrasai Static Uplift Tasting PA 101 (Adhesive Set) Static Uplift Testing PA 101 (Mortar Set) Wind Tunnel Testing PA 108 {Mortar Set) Aerodynamic Multiplier •• • • • • • • • • • • • • ••• • • • • • • • • •• ••• • •• • • • • ••• • • • • • • •• • • • •• ••• • • • • • •• • • • • • ••• • • • • • ••• • • • • ••• •• ••• ••• • • • • • • •• •• • • • • • • • • • • • •• •• • • 25 -7183 25 -7094 25.7496 25 -7584 25- 78341-$ 25- 7804.4 & S 25- 7$48 -6 April 1994 Jw.. 1997 Aug. 1994 Mrn-ch 1999 March 1995 February 1996 April 1996 December 1996 NOA No.: 424115.02 Expiratiaa Data; 17116/67 Ap p r o v al Da tt: 130,2102 Page 22 of 4 • 3, LLMITATIONS 3.1 Fite classification is not past of 3.2 Foe mortar or adhesive set tile accordance with RAS 106. 3.3 Applicant shall retain the servi� quarterly test in accordance wit the Building Code Compliance; 3.4 Minimum underlayment shalt Standards listed section 4.1 her 3.5 30/90 hot mapped undcrlaym. -, unless stated otherwise by the u 3.6 This ACceptance is for wood compliance with applicable bui 4, INSTALLATION 4.1 Altusa 'Barrel' Clay Roof T {le Roofing Application Standard 4.2 Data For Attachment Celculati Table 1: Average Tile Profile Barrel Tile 1 !Barrel TM Tile Profile weigh Table 2: A accepted: e. applications. a static field uplift test shall be prformed in es of a Miami =Dade. County Certified Laboratory to perform TAS 112, Appendix 'A'. Such testing shall be submitted to s ffke for review. G in compliance with the applicable Roormg Applications applications may be installed perpendicular to the roof slope derlaymant material ru nvfacturcrs published literature. k applications- Minimum desk requirements shall be in ding code. nd its components shall be installed in strict compliant a with S 120. a Weight (W) and Dimensions (I x w ) .W (ibf) ,3 Length -t (ft) Width -w (ft) 1,54 0,69 ro ynamlc Multipl ►ors Direct Deo ..yd « • i cotton Tile Profile Bartel Tile Table 3: Reutorlra 3" :12" Mernvnts due to Gr*vl, • M. 'ft•Ib LI " :12" 7 ":12" or I greater 4.72 4 60 Table 44 Attachment R = letance Expressed as a Moment • NI! (tt•lbf) fur Sin x la Pa Adhet3irre Sat S stems Tile Profile Barrel Tile ile Application 1 see 23 -rams -r pan and .3 .narna nanQ11.8 2 Place 11.8 ms ram oam Poly TO Minimum Attachment Resistance iexibts TileBond . St (pia ,rite r ca. of P 1 Pro"' per cap of ilaBond. •• ••• • • • • • •• • • • • • •• ••• •• • • • •• • • • • • • • • • • • • • •• • • • • • • • •• • ••• • • • • • • • .• ••• • • ••• ••• • • • • • • • •• • • • • • • • •• ••. • • • • • • • • • • • • • • • ••• • • • • • • • • ••• ••• • • • • :• • • • • • • • •• •. NOA Na. : 024115.02 Expiration Dare: 12116/97 Appravall7atet 12112/02 • Paso 3 or 4 Table 4A: Attachment Resistance Expressed as a Moment - M4 (ft -lbf) her Mortar SeEms The Tile Attachment Profile A Braden Attach Bernal Tits Mortar gel 24.5 215.8 3 Sermudd Roof TileTite mortar. Clu rx9ts Roof TNa Money r1140. Y d 5. LABELING All tiles 041 bear the imprint or identifiable marking of the menrtffcturcr's name or logo, or following statement: "Miami-Dade County Product Control Approved ". 6. 'WILDING PERMIT REQVIREMEN S copies of the following; Application for building permit shall be accompanied by co P 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, PROFILE DRAWLNGS • n. 1 BAIMEL CLAY RoOV Tux END OF TIM ACCEPTANCE •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • • • •• • • • • ••• • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • •• •• •• •• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOA No.: 02- 11I5.02 Eip frattnn Date: 12116!07 Approve Duty 11,1210Z rage 4 ar s r•nr-+ . • 1,11 n r i_r ru•, i\ I r n -u I T ^.. ("A MIAMI•DADE BUILDING CODE COMPLIANCE OFFICE (SCUD) PRODUCT CONTROL DIVISION NOTICE OF ACCEPT_ ANCF NOA) - Pntyfoam Products, Inc. 1 117-15 Boutfireaux Road 'Tomball, TX 77375 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -15(13 (305) 375 -2901 FAX (305) 375 -2905 SCOPE: This NOA is being issued under the applicable rules anc regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AIIJ). This NOA shall not be valid alter the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediat 1y revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requiremen s of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. ESCRIPTION: Polyprop Al116t 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 expiation date or if there has been a revision on 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 t le words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literaptrre. If any portion of the NOA is displayed, then it shall be done in its entirety. II INSPECTION: A copy of this entire NOA shall be prov and shall be available for inspection at the job site at the r This NOA renews NOA No.01- 0521.02 and consists of p< The submitted documentation was reviewed by Jorge L. • • • • • '•- • • • • • • ••• • • • • • • • • • • • • • •• • • • •• • • • • • • •• •• • ••• • ••• • • • • ••• • • • • • • is • • ••• • • • • • • • • • •• •• • • • ••• • • • •• ded to the user by the manufacturer or its distributors quest of the Building Official. ges 1 through 7 ccbo. • •• • • •./ • • • •• ••• • • • •• • ••• • • • • • • • • • •• •• • • • • • •• • NOA No.: 06-020402 Expiration Date: .5710 T1 Approval Date: 04113106 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Materials: Roofing Roof tile ad esive Polyuurethan: SCOPE: This approves Polypro® AII160 as manut ot'this Notice of Acceptance. For the locat applicable building code, does not exceed t compliance with Roofing Application Stan profile roof tiles system using Polypro® moment based system for single patty plac. PRODUCTS MANUFACTURED B Pr-- oduct Polypro® AH160 Foampro® RTF1 000 ProPack® 30 & 100 Dimensions N/A N/A N/A PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control ccepted Ro list moment resistance values with the use o Polypro : ctured by Polyfoam Products, Inc. as described in Section 2 .ns where the design pressure requirements, as determined by e design pressure values obtained by calculations in and RAS 127, for use with approved flat, low, and high 160. Wher the attachment calculations are done as a ment, and as an uplift based system for double patty systems APPLICANT: Test Product Description Specificatiotus TAS 101 Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PHYSICAL PROPERTIES: Pro ert Density Compressive Strength ":Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content ASTM D 2856 Note: The physical properties liste,alwa by accepted ASTM test methods a • • • AST AST AST AST AST AST est 1) 1622 T) 1621 D 1623 D 2127 IE96 D 2126 •• •• • • • • • • • • • • •• • • • • • •• • ••• • • • • • • • • •• e are preset cram multi • • • •• • • • •• • • • • • • •• • • •• ••• • • • • • .• • • • ••• • • • ••• • • • • • • • • ••• t Tile Assembly having a current NOA which 160 roof tile adhesive. Results ..6 lbs. /11.3 8 PSI Parallel to rise 2 PSI Perpendicular to rise 8 PSI Parallel to rise .08 Lbs. /Ft2 .1 Perm / Inch 0.07% Volume Change @ -40° F., 2 weeks 6.0% Volume Change x.158 °F., 100% umidity, 2 weeks 6% ell 4stypical average values as determined rk to'ki,prmal manufacturing variation. • • • ••• ••• • • • • • • •• •• • • • • • • • • • • • •• •• • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test ---- ` oacy Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services t ldentifie #94 -060 2 7818 -1PA 5- 7438 -3 5- 7438 -4 5-7438-7 25 -7492 -589-631 01 01 -6 70 )637 -92 6743 -011 39- 062b[1] 0.02.96 -1 5 8454 -2 -1 528454 -9 -1 52 454 -10 -1 5 0109 -1. 5 0109 -2 5'0109 -3 5.0109 -6 5.0109 -7 5.0191 -1 52 i 109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this ac rating. 2. Polypro® AHI 60 shall solely be used 3. Minimum underlayment shall be in cot 4. Roof Tile manufactures acquiring acce their tile assemblies shall test in accord 5. Roof Tile manufactures acquiring acce their tile assemblies shall test in accord •• •• iF • 2 F'= .. .. MS • •. • • •• • •• eptance. Re pith t'lat, low pliance wit tance for th nee with T tance for the nee with TA • • • • Test Nanrte /Report TAS 101 TAS 101 SSTD 11 -93 SSTD 11 -93 SSTD 11 -93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 TAS 101 TAS 101 Dnto 04/08/94 12'16/96 10/25/95 11/02/95 12/12/95 02/01/94 04/30/93 11/16/94 01/16/95 03/14/96 10/23/98 12/28/98 TAS 101 03/02/99 r to the Prepared Roof Tile Assembly for fire & high tile profiles. the Roofing Application Standard RAS 120. use of Polypro® AH160 roof tile adhesive with 101. • se of HANDI -STICK roof tile adhesive with • O1• w with section 10.4 as modified herein. • •• • • • • ••• • • • • • •• • • •• ••• • • • • • • • • • • ••• • • • • • • • • •• ••• • • • • • •• • • • ••• • • • ••• • • • • • • • • ••• • •• ••• • • •• • • • • • • • • • • •• •• • • • • • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page :1 of 7 INSTALLATION: 1. Polypro® AH160 may be used with any roof til resistance values with the use of Polypro® AH1 2. Polypro® AH160 shall be applied • corresponding Placement Details no the use of Polypro® AH160 shall pr based system, to meet or exceed the County Roofing Application Standa tile assembly NOA 3. Polypro® AH160 roof tile adhesive Roofing Application Standard RAS Instruction and Maintenance Bookie 4. Installation must be by a Factory Tra Products, Inc. Polyfoam Products In having jurisdiction. 5. Calibration of the Foampro® dispensing equipme Th • • compliance ed herein. vide suffici plift resista ds RAS 127 nd its comp 20, and Pol ned 'Qualifi . shall suppl_ e mix ratio between the "A" comp 1.15 (A): 1.0 (B), The dispense time determined at calibration. No other s 6. Polypro® A1-1160 shall be applied wi equipment only. 7. Polypro® AII160 shall not be expose 8. Tiles must be adhered in freshly appli Polypro® AH160 has been dispensed. `l. Polypro® A11160 placement and min' Details' herein. Each generic tile pro Table 1: Adhesive 1 Tile Profile Plac D Flat, Low, High Profiles High Profile (2 Piece Barrel) Flat, Low, high Profiles Flat, Low, High Profiles LABELING: All Polypro® AH160 containers shall co Mt anent and th shall be set ttings shall h Foampro permanentl d adhesive. um patty le requires tl assembly having a current NOA that lists uplift 0. with the Component Application section and the he roof tile assembly's adhesive attachment with nt attachment resistance, expressed as an uplift ce determined in compliance with Miami -Dade The adhesive attachment data is noted in the roof 'nents shall be installed in accordance with foam Products, Inc. Polypro® AH 160 Operating d Applicator' approved and licensed by Polyfoam a list of approved applicators to the authority t is required before application of any adhesive. "B" component shall be maintained between 1.0_ o deliver 0.0175 to 0.15 pounds per tile as . e approved. TF1000 or ProPack® 30 & 100 dispensing to sunlight. ile must be set within 2 to 3 minutes after eight shall he in accordance with the 'Placement e specific placement noted herein. cement Fo Each Generic Tile Profile men tail ply with t BUILDING PERMIT REQUIREMEN S: As required by the Building Official r a ••• • • • • 1 •• installation of this system. b • pp•i•a61e:b:ilir>�o�� n order to properly evaluate the • • •• •. .. • •.• •.. .• •• Single Paddy Weight Min. (;rains) 35 /side on cap and 34 /pan 24 Two Paddy Weight per paddy Min. (_rams) N/A N/A N/A 8 Standard Conditions listed herein. • • • • • • • • • • •• • • • • • •• • ••• • • • • • • • ▪ •• • ••• • ••• • • • • • •• • • • •• ••• • • • • ••• • • • • • ••• • • • • • •• • • • • • ••• ••• • • • •• • • • • • • • • •• •• • •• • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 4 of 7 Nail through plastic cement Underlayment ADHES VE PLAC MENT DETAIL 1 SINGLE PATTY Paddy (Beneath Ti Nail through plastic cement Underlayment 1 Paddy (Beneath ills) 10 in.. Eave Course Fascia Eave Closure Eave tour Keep adh 4 In. up ft' Nail through plastic cement Unrlorlayment e only: sive approx. m weepholes ave course only: eep adhesive approx. In. up from weephoies Paddy (Beneath Tile) e enough adhesive to achieve 11 to 23 OPNonal2x4's for re inches In contact with the pan tile steeP Pitch applications covers upside down. Place adhesive 112 In in. From outside edge of cover Ilia. install the tile. Nall through plastic cement 10 In. ayment Eave Course Eave course only: Keep adhesive approx. 4 in. up from woepholes Eave Closure Fascia Remove top portion of the eave course cove Abut to seco pan flies. En pan and cov flush at eave Eave clesur, (mortar sho tile. d course of ure eave end of tiles are Ine, Sheathing Optional Point•up Mortar on longitudinal edgesof tile •• ••• • • • • • • • • • • to •• •• •• • • • • • • • • • • • • • • • • •• • • • • • *0 • • ••• • • • • • •• • • • •• ••• • •• • • •• • • • • • • .• • • • • • ••• • • • •• •• • • • ••• • • • ••• • •• ••• ••• • • • • • • • • • • NOA No.: 06- 0201.02 • • Expiration Date: 05 /10 /11 Approval Date: 04/13/06 • • Page 5 of 7 • • • • • •• •• ADIIE' IVE PLAC +MEAT DETAIL 2 SINGLI+ PATTY Nail through plastic cement Underlayment Paddy (Boma Nall through plastic cement Underlayment Paddy (Beneath Tile) Eave Course Eave Closure Eave Course Fascia Weephole Eave closure Drip edge Nail through plastic ce Underjayment Paddy (Beneath Tile) Eave Course Eave Closure Fascia •• •• • • • •• •• • • • • • • • • • • •• • • ..• • • • • • • • • • •• • • ••• • • • • • •• • •• ••• • ••• • • • • • • • • • • • • ••• • • • • • • •• •• • • ••• • • • • ••• • • • • • • • ••• ••• • • • • • • •• •• • • • • • • • • • • • •• • • NOA No.: 06- 0201.02 Expiration Date: 05 /10(11 Approval Date: 04/13/06 Page6of7 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items sliolrld be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1• / "t!"Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. Ytev 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). minion roofs: Common roofs are those which have no visible delineation tween 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 ecking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. The provides the option of maintaining the appearance. ater: The current roof system � y and /or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing systemki) is removed. Ponding conditions should be corrected. ve rflow scuppers (wall outlets)): It is required that rainwater flow off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block,this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. • •• ••• • • • • • •• Ventilation: Most rots' st4.ctuee: sllo.11111 hAve some ability to vent natural airflow through the interior of the`struciure assembly (the building itse. The existing amount of attic ventilation shall not be redo ced It maybe beneficial to consider additional venting w � ch c result in exr4diri'the$ i:e life bf oQf. er /Agent's Signature Date,. �j • / • • • • utractor Signature • • • • • • • • • ••. • • • • •• •• • • • •• •• ••• • • • ••• • • c-{S Date NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION �PERMIT NO. - AX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 111111111111111111111111111111111111111111111 CFN 2006R1 i 167!5i2 OR Bk 25013 Ps 3624; (1Ps) RECORDED 'ED 1 O/18/2006 10g37:49 HARVEY RUV'Il4v CLERK OF COURT MIAMI- C{ACDE tCOUNTY'r FLORIDA LAST PAGE 1. Legal description of property and street/address: 3 q w'' e F 4 j j"4,-4) ghokeS) 331 3 �S 2. Description of improvement: 3. Owner(s) name and address: er Do -F1,1 5 en 44 k r-es. r -WI 01o," -R .rr •( eu-in L h l ei 9 01 v r Gty4>`.e► .. hor-e) p interest in property: Name and address of fee simple titleholder: 514 ►z--c . 4. Contractor's name and address: % o Lv R(x) -A-A 1 S he = t e+ t Ck^ ) d( 'De 6. Su d—e Ai b) k 1 /itt4 t S h r e.,> F( 5. Surety: (Payment bond required by owner from contractor, if any) ?-3/ 36" Name and address: Amount of bond $ 6. Lender's name and - address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. in addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a dill:nen date is specif„d) gna u •f Owner Print Swner's Name C‘7. J•_z T 71- C.- Prepared ' ither;4 e Sworn to and subscribed before me this Mc day of (- `f1) tie i , 20(54. FC-► Notary Public Print Notary's Name Cf J-h e - h t. My commission expires: 123.01 -52 PAGE 4 10/04 CATHERINE A. DUFF1N CO& NISSI0N # DD403799 Bonded 11= Atlantis Bonding Co, lifoi1 Address: / 6 ( 4,1 d .s-c,