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RF-06-2205Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 06/08/2007 Inspector: Rodriguez, Jorge Owner: LIEBIG, ELSIE Job Address: 349 96 Street NE Miami Shores Village, FL Project: <NONE> Contractor: STAR PAINTING AND WATERPROOFING Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - Repair Phone Number Parcel Number 1132060135910 Lot: Phone: (954)455 -5421 Building Department Comments RE- ROOFING JUN O 8 2007 Passed Inspector Comments Z K, fo/o7 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Thursday, June 7, 2007 Page 2of2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 tikxi �:: •Mf.Ylyi•••.,W „l,.,w • Inspection Date: 06/08/2007 Inspector: Rodriguez, Jorge Owner: LIEBIG, ELSIE Job Address: 349 96 Street NE Miami Shores Village, FL Project: <NONE> Block: Contractor: STAR PAINTING AND WATERPROOFING Permit Type: Roof Inspection Type: Up Lift Report Work Classification: Roof - Repair Phone Number Parcel Number 1132060135910 Lot: Phone: (954)455 -5421 Building Department Comments RE- ROOFING JUN 0 8 21101 Passed Inspector Comments c wee, log107 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Thursday, June 7, 2007 Page 2 of 2 figs Regit Tom, tom. 2303 WejtMc'Nab-Roady PompcvntrBeachs FL 33069 Sin,cei1998 Approved Testing Lab May 28, 2007 Building Department Official; Florida Roof Testing Services, Inc. has performed a tile uplift test on the building described below. The tile uplift test consists of placing a load test device manufactured by, Chatillon Industries, [Model LG -1001 over the tile with an adjustable connector placed under the front lip of the tile and gradually increasing upward pressure until a reading of 35 pounds is obtained. All testing was conducted in accordance with FBC 2004 -TAS 106. Gauge Calibration Certificate on Reverse Side. Florida Roof Testing Services responsibility in this project was specifically tile uplift testing to a specific limit. No other conclusions or observations are expressed or implied. Florida Roof Testing is not responsible for any damaged or broken tile during the course of the test. Contractor. Job Address: Permit # Application Method: Test Results: Tech: Report Prepared By: FRT Job # Star Roofing Co. Inc. ' 349 NE 96 Street, Miami Shores RF 06 -2205 (Repair -Area Only) Foam Set, Monier, 800 Sq. Ft. 05/21/07 Pass FH Fred Hemandez, Senior Technical Analyst 07 -10867 Location Area # Tests # Damaged # Failed P1 596 3 0 0 P2 195 2 O O p3= 3' 9 1 O O Total 800 6 0 0 REPAIR AREA ONLY og 1281 0? K. Venkatesan, P.E. Florida Registration No. 42793 THIS 106 - T%le.ZCpWTe4tRepor t- Qualify Systems Lab 950 Peninstft Corporate Circle, Ste. 1013 Boca Raton, FL 33487 Phone:581-999-1896 Fax561-999-1897 Certificate #: FRT0061420 CERTIFICATE OF CALIBRATION Performed for: Florida Roof Testing 1600 West Copans Road Pompano Beach FL, 33064 Instrument Details: Calibration etails: Description: Force Pull Gauge Procedure: Manufacturers Procedures Manufacturer Chatillon Force Pull Gage (Roofing) - 50 Is Model Number: Lg-100 Temp: 72 Serial Number R04354 HtIrtfildfty: 20 Cal. Date: 3/17/2007 Test Result: Peas Equipment ID: R04354 Cal Interval: 3 M PO Number: Comments: Equip Location: Quality System e Laboratory certifies that the above listed instrument meets or weeds all specifications as Calibration Results stated in the referenced procedure unless otherwise noted. It has been calibrated using measurement standards traceable to the National Institute of Standards and Technology (NISI), or to NIST accepted intrinsic standards of measurement, or derived by the ratio type of self-calibration technique,s. This calibration complies with ISO/IEC 17025:2005 and MIL4TD-45562A. This report may not be reproduced, except in full, unless permission for the publication of an approved abstract is obtained in writing from the calibration organization issuing this report. Calibration Standards: Calibration Results:. ;Oise Dscr�n Sarfaiituraber AsFound OSLOO4 Ashcroft Dead Wefght Tester 2GH-47231 11/23/2005 11123/2007 Calibration Results:. Metrology Miniagdward Brown Signature: C-2, Quality Ma run D»theryi Thibtteau , .. Signature: --- _ ,. Page 1 of 1 ;Oise Test MMus units AsFound 1 Weight 25.0 ibs 23.0 to 27.0 25 25 Pass 2 50.0 Ibs 48.0 to 52,0 50 50 RISS Metrology Miniagdward Brown Signature: C-2, Quality Ma run D»theryi Thibtteau , .. Signature: --- _ ,. Page 1 of 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING' Permit No. PERMIT APPLICATION °' Master Permit No. FBC 2004 E VTR c: '*t D(-- Z b5 041 GI knAl--: Permit Type (circle): Building Ele erica Plumbing Mechanical Roofmg) Owner's Name (Fee Simple Titleholder) Es i iIs L-! e-10-13 Phone # 305 ° 751 — 32.4 Owner's Address I -` - 1 City Ill Jam, ° 5hl,%'Z„f y State L, Tenant/Lessee Name Zip 33I3Y Phone # Job Address (where the work is being done) (5 % q Ng 9/jt2 County Miami -Dade Zip City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES Contractor's Company Name lig / Air Mel ifft-V ta:6-) 1-70- 01 43 Contractor's Address /oP & 6714 .r C City /� State �- Zip 3 „3 30 Qualifier Name (3a fld l hr Phone # 601) 'q5S— i�G z-) State Certificate or Registration No. CCJ ” 1 O-1 -l(i, Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: roc Type of Work: ■ Addition ['Alteration ❑New ► Repair/Replace , QeDemolition Describe Worn:', 1'1111® 111 Submittal Fee $ Permit Fee $ �_/' - CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ 3.90 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ ihsfStructural Review. $ Total Fee Now Due See Reverse side —+ PAO Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signa '► , Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this S day of , 20 by day of & , 200/ by 54PD E-IR )10-SliNe who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC -STATE OF FLORIDOTARY PUB Nancy Rafaelov = i Commission - w # D 1 Sign: - Expires: APR. 18, 201 1b" RnndPrl Thni _e taniczo GlingCo., In + � Print: Print: afkc't My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08106) Plans Examiner Engineer Zoning • aro-94.105 a High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION APR 1 8 2t01 ll Section E (Tile Calculations) BY: - 4orivfoment based tile systems, chose either Method 1 or 2. Compare the values for Mr With the values from Mf. If the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the tile attachment method is acceptable. • • • • • • • • •••• •• • •••• • •••• Method 1 "Moment Based Tile Calculations Per RAS 127" P1: ......,. xAIO(.. • •••• - Mg: I... CQ , = M : 14,8 NOA Mf: .....•# •g P 2 ci' ... x A I ® ... - Mg: L (o = Mr1: &. NOA Mf: P 3: S.-. -Mg :L. _.,,...,.`=Mrl LO6 R NOAMf: • •• • •• • Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below: 13 t. ._.. NOA Mf: I d Mr Required Moment Resistance* Mean Roof Height in Feet 15' 20' 25' 30' 40' Roof Slope 1 1 4. 4. 1 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 • • • • • • • • • •• • • • • •• • • • • • • • •••• • • •••• • • ••• • • • • • •• *This Table must be used in conjunction with a list of moment based tile systems endorsed by the Broward county Board of Rules Page 5 Miami Shores Village APPROVED BY ZONING DEPT BLDG DEPT apern,, SUBJECT TO COMPLIA 'E WITH ALL EDERAL STATE AND COUNTY RULES AND REGULATIONS DATE High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI•DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section D (Steep Sloped Roof System) Roof System Manufacturer: Notice of Acceptance Number: • • MinimUmDesign Wind Pressures, If Applicable {from RAS 127 or Calculatiorft P P2: TTP 3: T , e • Maximum Design Wind Pressures, (From the PCA Specific • system): "', -'•••x.•11 • • •• •• Sloped System Description Roof Slope: "/12" Roof Mean Height; PS— Ridge Ventilation: Method of Tile Attachment: Alternate Tile Attachment Method; Clip Spacing for Metal Roof Panels Perimeters:I Corners:I Field: Perimeter Width: Page 4 Deck Type: r G e k Alternate Deck Type: Un el-lament type: Insulation/ Pre Barrier Board: Optional Na !able Substrate: Fastener : •••• •••• •••• • •••• • • • •••••• • •• • • • • •• • • ••• • •• •• Cap Sheet Type /Adhesive Type: Roof Cove no• • • • • • • • •• • (4N tt vile- K lk- 4v1 Q °t`1 QA Drip Edge Size & Gauge :12" face 26 ga. Drip Edge Material Type: IGalvinized Metal Drip Edge Fastener Type: 13'1 G g \Z. Hook Strip /Cleat ga. or weight N7 MIAMID BUILDING CODE COMPLIANCE OFFICE (NCO) PRODUCT CONTROL DIVISION MIAMI DAVE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FLACLER STREET, SUITE 1603 WANG, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Monier Lffetile, LLC 135 NW 20th Street Boca Raton, FL 33431 • • • • • •• • • •••• •••• SCOPE: . •••• This NOA is being issued under the applicable rules and regulations governing the use of emotion matetials. The documentation submitted has been reviewed by Miami Dade County Product Control I4itrisMa n and kccelW by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other arieas where alt ed by the Authority Having Jurisdiction (AHJ). • • • • • •. • .. •• • This NOA shall not be valid after the expiration date stated below. The Miami Dade County l'4oiuct Control Division (in. Miami Dade County) and/or the AHD (in areas other than Miami Dade County) reserve theses tto have this product or material tested for quality assurance purposes. if this product or m material.fait to peat= in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediate"'.: revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCR1PTiON: Atlantis Shake & Slate Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 6. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02- 121108 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub- Category: Material: 1. SCOPE Roofing Flat Profile Roofing Tiles Concrete .... • • This renews a system. using Monier Lifetde Atlantis Shake & Slate Concrete aloof Tile, W manufactured Monier Lifetie LLC and described in Section 2 of this Notice of. A ce stance.. laar' locations where the pressure requirements, as determined by applicable Buildgg does ni t exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attacbxne it calculations shall be done as.a tatiment iii Pict • system • • • • • .. .• •. • • • 2. PRODUCT DESCRIPTION Manufactured by Ataullcastt Monier Lifetiie Atlantis Shake and Slate Tile Trim Pieces 1= 15" w = 10 3/g" 1114" thick 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Aeencv Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Test Suecttications PA 112 • .• • . • Product • • Descriptien •••• • • •••• ••• • •. Flat, interlocking, high pressure extruded concrete shake and slate roof tile equipped with two nail holes. For direct deck, mortar or adhesive set applications. PA 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Tot n1ifter 7161 -03 Appendix I 94 -060A 94-084 25-7094 -2 25- 7094 -8 25- 7094 -5 feat Name/Reoort Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) (Adhesive Set) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing PA 102 (4" Beadlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Dec. 1991 March, 1994 May 1994 Oct. 1994 Oct. 1994 Oct. 1994 1110A No.: 024211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 2 of 6 Test Agencv The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Professional Service Industries, Inc. Celatex Corporation Testing Service Walker Engineering, Inc. Walser Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, .Inc. Walker Engineering, Inc_ Walker Engineering, Inc. Walker Engineering, Inc. Test Identi ier 25- 7183 -6 25- 7183 -5 25 -7214-1 25- 7214 -5 7161 -03 Appendix 11 Letter Dated Aug. 1,1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 224 -47099 520109 -1 5201114 520191 -1 Calculations Calculations Calculations Calculations Calculations Calculations Calculations Calculations Test Name/Renort Date Static Uplift Testing Feb. 1995 PA 102 (2 Quik Drive Screws, Direct Deck) Static Uplift Testing Feb. 1995 PA 102 •••• (2 Quik Drive Screws, Battens) • '.... • Static Uplift Testing • • • March, 199S. $A102 • •••• • (1 Quilt-Drive Screw, Direct • "' Deck) • •••• • • • Static Uplift Testing • • • • Marcg 1995 PA 102 • • • • • • •• • •• (1 Quik Drive Screw, Batte�si... ••• • • Wind Tunnel Testing : • : Dec. 199x. • PA 108 (Nail -On) : ••• • • • • Wind Tunnel Testing • • PA 108 (Nail-On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Static Uplift Testing PA 101 Aerodynamic Multiplier Moment of Gravity 25 -7094 25 -7496 25 -7584 25-7804b-8 25- 7804 -4 & 5 25-7848-6 25 -7183 • Aug.•991 July 1994 Sept. 1993 Oct. 1994 Sept. 1994 Dec. 1998 March 1999 March 1999 Sept. 1999 February 1996 April 1996 December 1996 March 1995 Aerodynamic Multipliers April 1999 Two Patty Adhesive Set System April 1999 NOA No.: 024211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 3 of 6 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. • •••• • 3.4 Minimum underlayment shall be in compliance with the applicable Robtat Applicatip • Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers pub1i 1tteraturg. • 3.6 This acceptance is for wood deck applications. Minimum deck require$ieTiis shall 'be in compliance with applicable building code. • • • • • • • • • •• • •• • • • •••• 3.7 May be installed on slopes 7:12 and greater with a minimum of two screw§ • • • • 4. INSTALLATION 4.1 Monier Lifetile Atlantis Shake and Slate Concrete Roof Tile and its components shallr be: installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and• RAS 120. 4.2 Data For Attachment Calculations • • Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight -W (ibf) Length4 (ft) Width -w (ft) Monier Lifetile Atlantis Shake & Slate Tile 8.5 125 0.865 Table 2: Aerodynamic Multipliers - kV Tile Profile X (f t3) Direct Deck Application Monier Ufetlle Atlantis Shake & Slate Tile 0.24 Table 3: Restoring Moments due to Gravity - Ma ift-ibf) Tile Profile 3":12" 4 " :12" 5":12" 6":12" T":12" or greater DirectDeck Monier l tetfe Atlantis Shake & State Tile Direct Deck Direct Deck Direct Deck Direct Deck 6.0 5.9 5.8 5.6 5.5 NOA No.: 024211.08 Expiration Date: 12/16/01 Approval Date: 01/09/03 Page 4 of 6 Table 4: Attachment Resistance Expressed as a Moment - 601 (ft4bf) for Nail -On Systems Tile Profile Tile Profile Fastener Type Direct Deck (min 15132" *wood) Direct Deck (min. 19132" *wood) 31.39 Battens Monier Lifetile Mantis Shake & Slate Tile 2 -10d Ring Shank Nails 30.9 38.1 17.2• • •" 1 -10d Smooth or Screw Shank Nall 7.3 9.8 • • • • • • • 4.9 •• • . 2 -10d Smooth or Screw Shank Nails 14.0 18.8 • 7.4.:. • 1 #8 Screw 30.8 30.8 •••• 182 2 24sR' 2#8 Screw 51.7 51.7 " -•.•• 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 • • • • 111 24.2► - . • • 4 • • • 1 -10d Smooth or Screw Shank Nail (Eave Clip" 19.0 19.0 •••• • • '. • •. • 22.1 • •••• 3478•••4 ••• • 2 -10d Smooth or Screw Shank Naffs (Field Clip) 35.5 35.5 : • • • 2 -10d Smooth or Screw Shank Nails (Eave Gip) 31.9 31.9 322 .. 2 -10d Rin. Shank Nails 50.3 65.5 48.3 Installation with a 4• file headlap and fastemers are located a min. of 2'h" from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf (ft-5)f) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Mardis Shake & Slate Tile Adhesive 31.39 2 See manufadwres component approval for installation rgtuireavtents. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. Pol •_1 Pro. - Inc.A = :..yeah{.., .:t 8, _ Table 5A: Attachment Resistance for Single P Expressed as a Moment - Mf (ft4bf) Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile PoiyPro"''' 118.94 PolyProT 40.40 4 Large paddy placement of 45 grams of PoIyPro''M. 5 Medium paddy placement of 24 grams of PolyPro ". Table 5B: Attachment Resistance Expressed as a Moment - Mf(ft -lbf) for Mortar or Adhesive Set Systems Tile Profile The Application Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Mortar Set- 39.0 NOA No.: 02-1211.08 Expiration Date: 12/16/07 Approval Date 01/09/03 Page 5of6 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: " Miami -Dade County Product Control Approved ". 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 applj ble building.... • code in order to properly evaluate the installation of this systelft,. • ; •••• • • • • • •••• • • • • •••• • • • • •••• • • • PROFILE DRAWINGS jyr •••••• • • •• •• • • •• •• • e . • • • • • • • • •••• • • •••• • • • • • • ".w •• • ••• • • • • • .il liii" • • • noir MONIER LIFETILE ATLANTIS SHAKE & SLATE CONCRETE Rom TILE END OF THIS ACCEPTANCE NOANo4 02- 1211.08 Expiration Date: 12116/01 Approval Date: 01/09/03 Page 6 of Minimum Design Wind Pressures, If Applicable (From RAS 127 P1: IK P2: q )--• I P3: 04 Mean R 1 Lk 123_01-48 5/03 PAGE 4 • • ••• • • • • ••• • • • • • • • • • • • . • . • . . • • • • • For Moment bored tile systems, The Values choose either Method 1 or .0 n to the Mr for MrWIth the values from M A If the Mt values are ter than or•�p ' values, for each area of the roof, then the the attaol to ... . . . . .. . 1 "Moment Based ca leul&tooi Pet >l 12;7 Aft 0 "i. - Mg: . :5 NOA � t .�f ' ?x NOA Mt — Mg: k,it NOA Mr Method 2 "Sknplif ed The Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below NOA Mt 4o *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. the For Uplift based tile systems use Method 3. Compared tw va Fes for F with each values for F. If the F' values are greater than or equal to areaef the roof, then the the attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" NOA F zl: z w:�_) —W: z cos 0: Fr,: (2 ' z cos 0: = Frs: NOA F' (ps: z 1: z vv: _ .�) — W: NOA F' (p3: zb = x w: °___)—W: zcssB: = Fra� H Job Site Dagenham= 1111E ,C=1111111.1111111 j 8 musgoonlIMIM=11 1.01111.1M1101 ° to • NOA Fv 123_01 -48 5/03 PAGE 5 MI ®DADS BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) • • ••• • t•' •: • ••• •• •• '•• • ••• • • • • • • • • ••••• • • • • • • • • • • • • • Hanson Roof Tile d.b.a. Pioneer Concrete Tile 1340 SW 34th Ave Deerfield Beach, FL 33442 ••• • • •'. • • •• • ••. ��e maoem • • • • • •s • MIAMI -J .DE COUNTY, FLORIDA • • • MEETRO.•DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 •• • • • i • . ' • • . • • .•(505»35 -2901 FLORIDA FAX (305) 375 -2908 ••' :: o•: :'• ; ••• • • ••• ..• SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply wiiIl ° ity Hurricane Zone of the Florida Building Code. DESCRIPTION: Nordic Flat Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's following statement "Miami -Dade County Product Control Approved ", unless-dtlerw RENEWAL of this NOA shall be considered after a renewal application has been file a d thi e f) een no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision'or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and fo1la ed byDnal expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, th • j be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or &fribu rs and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pa 1 throu was na AiNnoo ONV 21V1S VIIdWOO 011O3r9ns NOA Nis iration Date: 12/ Approval Date: 12/19 ' i 2 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofing Tiles Concrete :' • •• ••. •• • • • • •I• • • • • • • • • • • • • • • • •: • • • • •• • • • • • •• • • • • •• • • ,•• ••• •. o •• : •••••• • • • • • • • 1. SCOPE This renews a roofmg system using Nordic Flat Roof Tile, as manufactured by Hanson Roof Tile d.b.a. Pioneer Concrete Tile described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by, Applicant Hanson Nordic Flat Tile Trim Pieces Dimensions Length: 16%x" Width: 13" Thickness 11/4" Length: varies Width: varies Varying thickness Test Specifications TAS 112 TAS 112 Product Description Flat profile, interlocking, extruded concrete roof tile equipped with two nail holes. For direct deck or battened nail - on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes ridges and valley terminations. Manufactured for each tile profile. 2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS Test Product Product Dimensions Specifications Description Corrosion resistant Tile Nails Min. 10dx 3" TAS 114 screw or smooth Appendix E shank nails #8x 2 %z" long Corrosion resistant, Tile Screws 0.335" head dia. TAS 114 coated, square drive, 0.131" shank dia. Appendix E galvanized, coarse 0.175" screw thread wood screws thread dia. Clips Hurricane Clip & Min. %z" width TAS 114 Corrosion resistant Fasteners Min. 0.060" thick Appendix E clips with corrosion Clip Fasteners resistant nails. Min. 8d x 1 1/4" Manufacturer Generic (With current NOA) Generic (With current NOA) Generic (With current NOA) NOA No.: 02- 0916.10 Expiration Date: 12/16/07 Approval Date: 12 /19/02 Page 2 of 6 • • •.. • • • •• •• • •� •• •• ••• • • ••• • • • • • ' • ••• • • • • • • • • ••• • • • • • • ••• ••• • ••• • • • • • • : • • • • • • • •• • 3. LIMITATIONS •• • • • 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications,•a Stacie fiatd upji f test in accordance with RAS 106 may required, refer to applicable • 3.3 Applicant shall retain the services of I Miami:D•ade gotiiit *_CertifTd Laboratory to perform quarterly test in accordance with TAS 112, appenddiixx `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Hanson `Nordic Flat' Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,119, & 120 4.2 Data For Attachment Calculations Table 2: Restoring Moments due to Gravity - Mg (ft-Ibf) Table 1: Aerodynamic Multipliers - X (ft3) 3 " :12" Tile 5": 12" X (ft3) 7 ":12 greater Battens X (ft3) Profile Direct Deck Batten Application Direct Deck Application Hanson Nordic Flat Tile Direct Deck 0.267 Direct Deck 0.289 Table 2: Restoring Moments due to Gravity - Mg (ft-Ibf) Tile Profile 3 " :12" 4": 12" 5": 12" 6": 12" 7 ":12 greater Battens "or Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Hanson Nordic Flat Tile 5.95 6.78 5.87 6.67 5.74 6.54 5.60 6.37 5.44 6.19 NOA No.: 02- 0916.10 Expiration Date: 12 /16/07 Approval Date: 12/19/02 Page 3 of 6 ;• •: ••• • • • • s • 1 • • • • • • • • • • • • • • • •• • ••• • • • • • • • • • • • • • ••• • • • : • • • • • • • • • • Table 3: Attachment Resistance Expressed MI Moment, ;14, (ft-Ibf) For Nail -On - stems Tile Profile Fastener Type DIYect r.33cele, : • (Mtn NV': :4: •131yvirood) • ' : pjrect Deck pliin44 /32" : ;Plywood) Battens Hanson Nordic Flat Tile 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 50.3 65.5 48.3 1 Installation with a 4" tile headlap and fastemers are located a min. of 2W from head of tile. Table 4: Attachment Resistance Expressed as a Moment M, (ft-Ibf) For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Nordic Fiat Tile Adhesive 31.33 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weights per patty 13.9 grams. Potyfoam Product, Inc. Average weight per patty 8 grams. Table 4A: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) For Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Nordic Flat Tile PolyProTM 118.94 PolyProTM 40.4b 4 Large paddy placement of 45 grams of PolyPro"". 5 Medium paddy placement of 24 grams of PolyPro no. NOA No.: 02- 0916.10 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 4 of 6 • • ••• • • • •• • •s • • •• • • • • • • • ••• • • • • • ••• • • • • •'• ••• • • • • • • •• • • • 0 ••• • 0 • • • ••• Table 4B: Attachment Resistance Expressed as a'Nl6merit I' Rif (ft-Ib0 • for Mortar Set Systems Tile Profile Tile Appiicatipp j'. :'. • • • . : • Attachment • •• •. . • •• 'Resistance Hanson Nordic Flat Tile _ Mort�t Set : '• • ; ; L.. _ • 39.0 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 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.: 02- 0916.10 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 5 of 6 •• .• ••• • • • • • : •::. .• . • • •• • e • •e• • • • • • • " • . • • • • • • • • • • • • ••• ••• • PROFILE b1�'A' NG•.. • • • ' • • • • • • • • • HANSON "NORDIC Ear $10OF. solo .. • • • . •.. • ..' •. • •.••. • �' • ••• •• FASTENER HOLES OVERLOCK UNDERLOCK NORDIC FLAT END OF THIS ACCEPTANCE NOA No.: 02- 0916.10 Expiration Date: 12 /16/07 Approval Date: 12 /19/02 Page 6 of 6 • • ••• • • • ••• •• •• • • • .• u • • • • • • Section D (Steep Sloped f ob • • • • ••• • • ••• • • • • • • • • • • • Roof System Manufacturer: ANISolJ fteC.:11E. : iA 4-LL. _Co ee e_ • • Notice of Acceptance Number: O - Ocl U V 16.: : •:: • • • •' Minimum Design Wind Pressures, ['Applicable (From RAS 127 or Calculations): P1: ®�� P2: '1 1e � P3: 94, 1 Maximum Design Pressure (From the NOA Specific System): Method of tile attachment: 0L Ail /6o tr ." 1 Roof Slope: 3 :12 Steep Sloped Roof System De Deck Type: ype Underlayment: I 2A A TM nsulation: Fire Barrier: Ridge ventilation? N1 astener Type & Spacing: 11 /L Arils e,�k Vii► dhesive Type:' ype Cap Sheet. Mean Roof Height: 5 ki3rnc)' Allei'1 de- 0 oof Covering: i� Type & SI a Drip Edge: 123_01 -48 5/03 PAGE 4 1 0410 • • • 0041 • • • 410 00 • • • 00 00 • • • 000 • • • FioHda'd8411ding Code Edition 2002 High Velocfty Hurricane Zone Uniform Permit Application Form. ... • • • ... • '•, • • • S olibn E ('he Calculations) ••• • •••. •••• • • For Moment based tile systems, choose either Method 1 or 2. Compared the valves for Mrwith thavalaes from M . If the l%values are greater than or equal to the Mr values, for eacelld area CCthe hit liken the tile attachment method is acceptable. • ••••••.. Medal f "Moinelnt based Tile Calculations Per RAS 127" (f'i; : A, l 3nl �) - Mg: = hkr 5 NOA Ati (P2 - 1 �A d a � �I, - Mg: _ � �t) NOA Mr (P3' 1S• I z?. , ` , Q 1.x,4 °) -Mg: •7 = n 0 NOA Mr Method 2 "Simplified Tile Calculation Per Table Below" d' Required Moment of Resistance (Mr) From Table Below 3 ° ^ NOA i ld Mr Required Moment Resistance" Mean Roof Height — Roof SRope 15' 34.4 20' 40' 38.7 y - r 1111111164==rF11 x MIIMUJE �ssssss; Tw *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tale stems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area -of the roof, •then the the attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pi: x1: _ * w: =, ) -W: cos 9: = Fry: NOA F. (P2 : a 1: = s w: _ ) - W: a cos 9 = Frs: NOA F (P3: z 1: = x w: = __ ) - W: z eat; 9: = Frs: NOA F' Where to Obtain Information Description Symbol Where to find DeaipPressure P1 orP2orP3 RAS 127 Table 1 or by an en analysis premed by PE based onASCE 7 Mean Roof Height Roof Shope 8 Job Site Job Site Aerodynamic Multiplier NOA Restoring Moment due to Gravity Attachment Resistance Ms NOA Requited Moment Resistance Me M: NOA Cahulatod Attaehment Resistance F NOA Required Uplift Resistance AvemoeTilew F: w Calculated NOA 1= length w= width NOA All calculations must be submitted to the Building Official at the time ofpemdta4PHc atton. 123_01 -48 5/03 PAGE 5 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) • • •• •: ••• • • • • • • ; • • •• .; ••• • •.: • • ••• : : o • • • ••■ • • • ••• • • •• • • • � . . • • • • • Hanson Roof Tile d.ba. Pioneer Concrete Tile 1340 SW 34th Ave Deerfield Beach, FL 33442 • • • •• METI fpADE.FLAGLER • s • a0 syFi'ST'FfsA{�I. STREET, SUITE 1603 • . FLORIDA 33130 -1563 (305) 375- 901 FAX (305) 375 -2908 MIAMI-DADE CO FLORIDA •. • • • • .•• ••. : ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: 1. SCOPE This renews a roofing system using Nordic Flat Roof Tile, as manufactured by Hanson Roof Tile d.b.a. Pioneer Concrete Tile described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. Roofing Roofing Tiles Concrete ' • • • • •• •i •;• • • • •.• • • • • • •.• • • •• • •.• • ••• • • • • • ••* •• .' • • • • . . • . . • !::: • ••• • • • • ••• ••• 2. PRODUCT DESCRIPTION Manufactured by Applicant Hanson Nordic Flat Tile Trim Pieces Dimensions Length: 161/2" Width: 13" Thickness 11/4" Length: varies Width: varies Varying thickness Test Specifications TAS 112 TAS 112 Product Description Flat profile, interlocking, extruded concrete roof tile equipped with two nail holes. For direct deck or battened nail - on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes ridges and valley terminations. Manufactured for each tile profile. 2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS Product Tile Nails Tile Screws Hurricane Clip & Fasteners Dimensions Min. lOdx 3" #8x 2 %2" long 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. Clips Min. 1/2" width Min. 0.060" thick Clip Fasteners Min. 8d x 1 Y4" Test Specifications TAS 114 Appendix E TAS 114 Appendix E TAS 114 Appendix E Product Description Corrosion resistant screw or smooth shank nails Corrosion resistant, coated, square drive, galvanized, coarse thread wood screws Corrosion resistant clips with corrosion resistant nails. Manufacturer Generic (With current NOA) Generic (With current NOA) Generic (With current NOA) NOA No.: 02- 0916.10 Expiration Date: 12/16/07 Approval Date: 12 /19/02 Page 2 of 6 • •. •o • • • •• •• • • •• • • • • • • ••. • • • • • • •'• % • •• � • .•• • • 3. LIMITATIONS • „ • • „ , • • • • • • • 3.1 Fire classification is not part of this acceptance. .. • • • ; . • • 3.2 For mortar or adhesive set tile applications, a static field uplift testin accordance with RAS 106 may required, refer to applicable•bui1dipg code. 33 Applicant shall retain the services of a MiamiZidl4uat i Certified Laboratory to perform quarterly test in accordance witb.1•4 142; appenduc,M. Bch testing shall be submitted to the Building Code Compliance Office for rtvievw... • • 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Hanson `Nordic Flat' Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,119, & 120 4.2 Data For Attachment Calculations Table 2: Restoring Moments due to Gravity - Mg (ft -ibt) Table 1: Aerodynamic Multipliers - X (ft3) 3 ":12" Tile 5":12" 1({t3) 7 ":12 "or greater a, (f3) Profile Battens Batten Application Direct Deck Application Hanson Nordic Flat Tile Battens 0.267 Battens 0.289 Table 2: Restoring Moments due to Gravity - Mg (ft -ibt) file Profile 3 ":12" 4 ":12" 5":12" 6 ":12" 7 ":12 "or greater Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Hanson Nordic Fiat Tile 5.95 6.78 5.87 6.67 5.74 6.54 5.60 6.37 5.44 6.19 NOA No.: 02-0916.10 Expiration Date: 12/16/07 Approval Date: 12 /19/02 Page 3 of 6 • ;• •: • • • • • • • • • • • • •• • • ••• • • • • . • • • • .: • • • • ••• • ••• • • • Table 3: Attachment Resistance Expressed as it iIo1 q,t I% (flap) For Nail -On Systems ', • •• • : : • • Tile Profile Fastener Type Direct Deck (M p' 15L3Z" • Oft : :: • • • : • Direct Dee.* (Min.19132" •: Phritood) ' Battens Hanson Nordic Flat Tile 2 -10d Ring Shank Nails 30.9 • ' • • :.38,1 • 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 50.3 65.5. 48.3 1 Installation with a 4" tile headlap and fastemers are located a min. of 2W from head of tile. Table 4: Attachment Resistance Expressed as a Moment Mr (ft -ibf) For Two P Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Nordic Flat Tile Adhesive 31.33 2 See manufactures component approval for instatiation requirements. 3 Flexible Products Company'ilieBond Average weights per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 4A: Attachment Resistance Expressed as a Moment - Mt (ft -Ibf) For Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Nordic Flat Tile PolyProTm 118.94 PolyProTM 40.45 4 Large paddy placement of 45 grams of PolyPror". 5 Medium paddy placement of 24 grams of PoIyPro''. NOA No.: 02- 0916.10 Expiration Date: 12/16/07 Approval Date: 12 /19/02 Page 4 of 6 • •■ •• ••• • :4, • • • • : •: •�• • ••• • : : • • ••• •_ ••• Table 4B: Attachment Resistance Exirdsse4 as d ifion.ient - JNL(ftnibf) for Mortar Set 9yssfwtis :: ; . : : ••• Tile Profile Tile Application • . _ chment Resistance Hanson Nordic Flat Tile Mortar het :.; `'.: •. : • • .. 39.0 • • • • .•. ••• 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 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.: 02- 0916.10 Expiration Date: 12 /16/07 Approval Date: 12 /19/02 Page 5 of 6 • •• ••• • • • • . • • 0 • • • • •• •• ••. • • ••• • • • • • • • ••. • • • • • o • • PROFILE D1{ t • •. • loo e000 so oe 00. . . • : • • • •. • • ; • • HANSON "NORDIC FLAT" • • Roa TILE •. • • • • • •• • • • .. • • • • • • • • • • • • • • • ... ••• NORDIC FLAT END OF THIS ACCEPTANCE NOA No.: 02- 0916.10 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 6 of 6 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 02/23/2007 Inspector: Grande, Claudio Owner: LIEBIG, ELSIE Job Address: 349 96 Street NE Miami Shores Village, FL Project: <NONE> Block: Contractor: STAR PAINTING AND WATERPROOFING Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - Repair Phone Number Parcel Number 1132060135910 Lot: Phone: (954)455 -5421 Buildin De artment Comments RE- ROOFING Passed Inspector Comments 1) Tile used is not a color thru tile, its a grey tile with a white glazed on top Remove tile and replace with a color thru tile. 2) Approved permit is for a Roll tile not flat, need revision of permit for a flat color thru tile. 2/23/07 CG. 67 Failed Correction Needed V.-- )//2- Re- Inspection =f// Fee 4'I ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, February 23, 2007 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/05/2007 Inspector: Grande, Claudio Owner: LIEBIG, ELSIE Job Address: 349 96 Street NE Miami Shores Village, FL Project: <NONE> Block: Contractor: STAR PAINTING AND WATERPROOFING Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - Repair Phone Number Parcel Number 1132060135910 Lot: Phone: (954)455 -5421 Department Comments RE- ROOFING JAN 0 5 PAID Passed 1 0 Inspector Comments /� ViCA- S Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, January 4, 2007 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 11/21/2006 Inspector. Grande, Claudio Owner: LIEBIG, ELSIE Job Address: 349 96 Street NE Miami Shores Village, FL Project: <NONE> Contractor: STAR PAINTING AND WATERPROOFING 2 2 Z Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - Repair Phone Number Parcel Number 1132060135910 Lot: Phone: (954)455 -5421 Building Department Comments Monday, November 20, 2006 Page 1 of 2 Infractio Passed Comments TIN CAP SPACEING True Passed I °Y Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, November 20, 2006 Page 1 of 2 Miami Shores Village 0119iqp Buildin g Department artment i LA--%' 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 f,461. ,rY' Tel: (305) 795.2204 Fax: (305) 756.8972 VtN' BUILDING D MCIEEVIET1 Permit No. CO-L PERMIT APPLICATIO AUG 2 3 2006 S, Master Permit No. FBC.2004 BY tika . - Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) Owner's Address 1 �% 6 City t`\ Tenant/Lessee Name State Phone # 3S- 7S7- DPI Zip '3313 Phone # Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # ‘r, 39'k NE ctb 41,1 4 County Miami -Dade Zip (13I3.1 Is Building Historically Designated YES • ENO Contractor's Company Name ST r Y r . '') Contractor's Address a �� `a., SW 5‘41-1—t 4'e. 3,QI City Ra I I W r� State Ti Zip ��jv �^ -It)`3 O`-t ����q,(� Qualifier Na e ' r." ,�.t,'l .k V 61r) C1-e,1 Phone # `; }��` State Certificate or Registration No. Certificate of Competency No. 0 0 0 'OO b -jCg Phone # �5 -11 0) "I 3 Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ �j 'a, ®'Q Type of Work: ['Addition ['Alteration Describe Work: 616 It VIII). Square / Linear Footage Of Work: 7o O Repair/Replace [1. Demolition Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Scanning $ q. Radon $ Bond $ Structural Review. $ DPBR $ CCF $ 4,20 CO /CC Technology Fee $ Co. Zoning $ Code Enforcement $ Double Fee $ Total Fee Now Due $ ` 0 See Reverse side --* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged • Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by day of , 20 by who is personally known to me or who has, produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ******** ** * * ** * * ** * * * * ****** * * ** * * * * * ** * ** * * * ** * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) NOTARY PUBLIC: Sign: Print My Commission Expires: *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** /-Plans Examiner Engineer Zoning Miami Shores Village Building Department (0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit No. Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) E/ S • 1—a L L, 2� Phone # 33S -757- 9.9 o�.6l Owner's Address 3L-161 � -1 C� G -t k .5+ City l.r,a+o SL o •L State f I Tenant/Lessee Name Zip 33 I� Phone # Job Address (where the work is being done) 3461 IV b { 11 St. City Miami Shores Village County Miami -Dade Is Building Historically Designated YES Contractor's Company Name $+ in /".1. LJ4c pr /t. • Contractor's Address g-'H t 91 t3. City U. a 0 tl State f Qualifier �°0 y kt% - zip 3l3ci" Phone# 36- iio -011-13 Zip 33 (7�� Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 3p lA 2r, Square Footage Of Work: `0 0 Type of Work: [] Alterati on [New IN Repair/Replace ❑ Demolition Describe Work: Submittal Fee $ Permit Fee $ CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding company's Address City State Zip Vbk Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip o/A Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBiNO, 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 properly 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 . such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Ag The foregoing instrument was acknowledged before me this day of jj.kS2OD(Qby who is personally known to me or who has produced As identification and who did take an oath. Contractor The foregoing instrument was acknowledg day of Atkc5v‘i ,200 who is personally known to me or who has produced as identification and who did take an oath. NOTARY PI 77.1C STATE OF FLORIDA Nancy Rafaelov Commission # DD511651 Expires: APR. 18? 2010 bonded'lhru At,4.7t1c Bonding Co., Inc. My Commission Expires: NOTARY PUBLIC: NOTARY PUBLIC: Sign: NOTARY PURLI" -ST. TE OF FLORIDA Sign: Print: i ;F; Nancy Rafaelov Print: Commission # DD541651 My Commission Exp y' Expires: APR. 18, 20,y1�0� ,.........***.. **A444 �3 � dY�oo.. R1� a.ikNR......YRAYkM1iAR�RR...... **.**.... .....RNRNMRM R.., f1RRRm..........*. (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. 0 ()O q 0 (p ?,s3 s- ******** * * * * * * * * * * * * * * * * **. *.R,*,*,*..* dot*****,.. ,***,*.,..****. *rt. *+M*„*.*.**, Mim....***..,*, *,.*** * *Y *4e* APPLICATION APPROVED BY: chc 10/14/03 Plans Examiner Engineer Zoning NOTICE Of COMENCEET A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME Of FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 1 t 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. 111 111 111111111111111 1111111111111111111111 CFN 2008R0976603 OR Bk 24900 Fs 1344; Ups) RECORDED 09/12/2006 13:36:32 HARVEY RUVIN, CLERK OF COURT MIAi1I -DADE COUNTY? FLORIDA LAST PAGE 1. Legal descriptor) of property and street/address:`3 1 E l ke S PANctmA .S%.ores J -P( �'hc�at eS SSe c.' 9 Q@? Nr7° 1L \C1. P)\ 2. Description of improvement: 3. Owner(s) name and address: E\5%-e L'e 3yzt `Q�bS Interest in property: (;)N.1 rf-k‘r Name and address of fee simple titleholder: (4te, PI 33)-6 4. Contractor's name and address: , ?C" rtc 4 S ,Para -CD- 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: f\H"' 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: NVer 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 different date is specified) Signature of Owner Print Owner's Name �1 St`2 Sworn to and subscribed before me this ) 5r dJay of Jcj - \�c Notary Public Print Notary's Name My commission expires: 129.41 -52 PAGE 4 5/88 1VO L[ R PUBLUC`O Lf'!1 L or Tyr Nancy Rafael:: n' !or P s 7 Bonded Thru. Atlantic Bonding Co., Inc. Bn 1e\ Prepared b ,20t�.L Address: rfro t r' 33®x7) •• 10/12/2006, 12:13 9543430430 go ST • • • • • • High Velocity Hurricane Zone Uniform Fect ting'Perllllit Apifi cation Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION PAGE 02/02 5 rageA(AA t � _ .. • _ ••- • • •' • • • • Section A (GeileraCIntorrrtinoni: • • i Master sermi# Ho. � �� V • • • • •'.I• ig OCT 1 3 2000 Contractear's Name: �._....._._Ro'i.t!' }ld4f: •• • • •• ' +f1lss 4. Mto4I �See��`�3`3! NV •••••••• • •• • • • • • ••• •• Roof Category r Low Slop, IT Mechanic "y Fastened Tile r Asphaltic Shingles r Metal PaneVShingles Prescriptive BUR RA$ 150 r Other: Roof Type r New Roof irv` Re- Roofing r Recovering r Repair r Mai Are there Gas Vent Stacks located on the roof? r Yes j'Jo Ryes, what type? Roof System Information 515 Low slope roof area (ft. } '" Steep Sloped area (ft.9 g 1:11-5.1(7-)' ( )- - -• Totaal (ft.u} ®® e tlon B (Roof PIa�r1� �S S AA") 30 Vo Sketch Roof Plan: Illustrate all revels and sections, roof drains, seuppaaas, overflow scuppers and overflow drains. Include dimensions aaf Seefions and levels. eloatrty Identify dimensions of elevated pressure one and location of parapet . Perimeter Width (a'): r- Carrier Size (a' x P■■.■ .. tn..■■ ■■■ .i li•�..■ ■ .... a....... A....I l . menu■ mosil Momm■.....m Im .■.■■■■■■ .. m mourn ■m..■...■ ■m..■. ■ . ■■m..■ Mum.....i�illill.moom ... ■ rr*l* .■ ■.m■■i >rw■o■..■..>. .--........M ■.>M■..�..v�.-� .Ci........ ...C., m.■...mem ■■■ ..MIlili. ■IlE�slri■ommmmairrw ftm=mo mmom■ Mm■.■■■■■..■.■.■ Igmm •••••••••• n.Igiir.. limilialbrAimm ■■■..■..■■.■. O . ■■ ■........■�ilg■..■.M ■■■■..■rl.■..� ...■..■..■..■Mm .ii. IFEEMUMEMAMIEMEN ��. ■...r .. T- .r ■■....M . _ 111■.. ■.1! .■■.. ilia .....■.m...R M n ■■. »fmgm0 0001 ..■.■... . ■.■... ...■■C.i�........sT - . .n. ■■..■ .i�1 >iI. ■■... .......f� a,�.11a.Eing��'gg,■1>1�..■■■ ..I� ■..■■■ IS■■�� ;r .+ ■ in slow', '.■II�..i..■■MA- I Ig mill mum mm MO Iii"l WAMM` a ll�ii, ; rOMMEEMEMBEM OmiliMiiiirm MEM ilinalgrall,-0111111111444:11111111111 w i 1. . ■ ■■ ■..i.iR 1,M . .. ■....r... .M! ■■■■■. ** mil MI morns �.I�mum AEI '... ■.�i,-aaA■■.. mmomm........ w_Mrl ..a.■■ wm■�m m..I,..... 0i ..■...�■M.y','.,■ m i.....■ ■.0 ■.Ml MMW .■....■ ■.. ..■■.ii....■s..■..... Mu■i mommm uuigwi •uriuiR:■■■ W......■■.I MO MUMMUMMUMMOOM igsm mmumMitimm ll■ mici .■. M g •..■.. ■■■■■ ■■ INMER■i.UU■U■■. 217' W2Ma2 ■iaf■ ■ ■� ■ vn ....■ ■ ■■■M■ w■■■l &a ■■ ■ e ■ ■► ■wl�..r .r- yr.■■■r,r/ �l..■ M ih .■■.■ .1II �u■.■. uMltlih■.►.d� �u r _. I .� .11 luA■M.lh a>~ I ■ .r.■ ..... ■■ ■ ■... ■..■...m iMtII■■,■I .■.. .■E4777 71 IANIIT ...MMM■ .. �. .EN .• ■ ■...■ 111/ �'":7 ■ ' .M■ i�4R t n �. .•••l1Ei 111111 MEN S ■.■ ■ ■■ ■■.M cl INTIM IMIC U_.. ■■a■■i mmimmui�*Mmomm. imm lm it . a i:�_1m Immir'><C'M 1w i ...u.•' ■Masi. Mill ■ "EEMEmmumO_minii nimmommmum ln'iluiiuu mmom =aMi�'M. ii�■�ii •m N* i {' MEMMMlMgi�lil�u.....•.i .. URE1 Paget http:// www. miantidad+ e. gov/ buildinghroofingjrermiting /permit aprp_section._a.HTML 10 /12/2006 ito • High Velocity Hurricane Zane Uniform MIAMI -DADE COUNTY BUILDING DEPARTMENT Roofing-Permit ON C APPLICATION Form ELECTRONIC APPLICATION Section D (Steep Sloped Roof System) Roof System Manufacturer: Notice of Acceptance Number: f 0 aid, Minimum Design Wind Pr ensures, If Applicable ' (from RA5 127 or Calculations): P1: p2: 'ter i ✓ e j P 3: Maximum Design Wind Pressures, (From the PCA Specific system): Root SloPe „/¢ Roof Mean Height l� Ridge Ventilation Method of Tile Attachment: N/A Alternate Tile Attachment Method: Clip Spac� - -for Metal Root Panels Perimeters. ' 1 Corned. Perimeter Width: t---- Sloped System Description Deck Type: 5/8” Plywood Alternate Deck T d 4.3 Underia yme n t type: Insulation/Fire Barrier Board Option nal Natlable Substrate Fasteners Cap Sheer Type/Adhesive Type R`S t'41;5 t r' I ( Ifs /2 m i n e S -)-C d ethod Page 1 of 1 0 %574 .. 0 / pry, • Drip Frdge•Stale a go,i e 26 g •• ••• • gel"faCe26ga. • • • • • • ,y, • • • •,,.} y 00 • ••i ••WitiEdgeialbriveYpe --- GalviniZed Metal Orrp E�j��d1(jjge Fpy/ayJ�ystener T3 p ••• • ••• • • tl• R s. • • -w� 1.., �� X • • • • • • • • • • • • • • 4.� �qq ¢ /r,, • • •• ▪ • •i`i °ktirrp /Cleat ea or weight l\i/A •• • • Page 4 • • • • • • • • • • ••• • • • • • • • •• • •• ••• • • • • ••• • • • • • • • • • •• •• • • 1 http://www.rniamidade.gov/buildineroofing_pennitinesection_e_3.hi - — — High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI-DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section E (Tile Calculations) For Moment based the systems, chose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the tile attachment method is acceptable. P 1: P 2: P 3: Method 1 "Moment Based Tile Calculations Per RAS 127" - Mg: = Mrl: - Mg: = Mr1: - Mg: e,34 = Mrl: NOA Mf: NOA Mf: NOA Mf: Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below: rial NOA I-31T Mr Required Moment Reslstance* • • .10aan Roof • ' - 'Haight in Feet Roof Slope 2:12 3:12 4:12 5:12 6:12 7:12 f 15' 20' 25' 30' 40' 4 4 I 34.4 r 36.5 38.2 39.7 32.2 30.4 28.4 34.4 36.0 32.2 30.1 126.4 128.0 — — 24.4 25.9 *This Table must be used In conjunction with a list of moment based tile systems endorsed by the Broward county Board of Rules and Appeals. Page 5 • • • • • • • • • • .. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • SfCTION 1524 fifGH VELOCITY hURRIANE ZONES REPOIRED OWNERS NOTIFICATION FORODOFING COW" DERATIONS 1524.1 ns tOlhis sectiOn,t,i6,0Wregportsibility of Erre roofing con 10 provide the owner with the . required roofing permit, and to explain to the owner ttie content of this Sec*VI.. Thlpittrvisions of Chapter 15 of Florida Building Code, Budding govern Ito Oinimurn requirements- tin• . Stairtiattd-S theindustry for roofing systarnTinstallatiOns. Additionally, the tollowTilgitents,,OoolO be ad<freeeedAs:palttkOfthe.itigreernentfbetween the • • owner and the contractor. The owher'...initial in the,adititentlim indicates-04ft ;.!;teitlitra.he..sher:.000.10.iiled. r fii _ , 1. AesthetIcs-liStOrhhtanship: The workrnans .hip proVt,siditS 0 Chapter 15 (High Velecitiftivrticane20rte) for the purpose of peOvicling that the roofing system meets the wind Ietencte and wter intrusion rrnance stanclanis-. Aesthetics_ (appearance) issues ace not a Iconsigter*kin wittt-respect to iNtxkinanship AT.,.......:7s.,„.6.1:c;pcci:0:5:::,:.:c:.:itled:H4;,:egamcg.Pwcarrchla'oc'thhpritneterneger°1"e9ctrc:::::::(19(nfHagnPt;9hPethedbeVaethre:ede.(xj°51Weilscintiit:ng:rt°7::::43sYrc.9.:rni:teern::6:::°foaafYz°1hheaniFnegicct°:3:13:eBr'e-sunaihid:'1un9eicici - . ..... -,,.. , 4.. =1.5.•;44, roots are those which have no visible delineation between neighboring . etc.). in buildings with oommon'roofs, the roofing contrador andkx owner units of roofing work to be performed. Cellirtias-: Exposed, open beam ceilings are where the underside of the roof decking can be The owner may wish to maintain the architectural appearance, therefore, roofing -na.11 • . e -underside of the decking may not be acceptable. The Florida Building Code provides the ning this appearanCe: _5. Fording Water: Tne current rgqt. 4.1.44,‘ deck o,t. tpe building may nol dra,h an.c rouse water to bond (accunluiate) in low;:,: ;;;fiaffil• roOrPtimding can be an indic>tion 01 tructfl:ai distTess and may require the review ct a protessfonal structural engineer. Pon•orrig may shorten the expectancy and performance at the new-rooting.j.6ysterkt. Pondinj conditions may nol be eviaent unlit the on.c.fini nx)fng system is reinoYed Pondin ccnditionS shOuid be..•cOtTected ..,, ,-... t.-' M-eilTOV.i scupper -Core outlets)::.,....tri$.:requitettliial rainwater floi,4., 50 !hat the rod! -•.•,..i-. i . : ,..:-:.•,1..:,:.....;:':,,, -,:bt.ieflokicted from a build up of water. Perimeteilectge•wa41.0We.r root S• 4ock this discharge f • c?.efilOW scuppers w.a!; o.rt,fets) are not ;Novidod:':::turrary'.'1*,ilepssary 1,d,,mistall nyerflow:::,,i4ippers in accOrC'anc.P . • .i.. Wit4 tift"i..FtiOittai,"1301girig Code-,,,:PtUrng, .,:::.•:, . ,...,.. _,..• ..•. , • , , • . . .••.• .,, .___......, ,. , .. __ : •:•,.... :. . ..... ..:7. VeatifatiM.Most .1o0.40dares st/15.414 have-s0imiii.A. Olity t,o Vg n.t. natural airflow through the inter c.r of : -__ .....• the structural assembly (the building0*117. The'-ekistiii§:&100terattic ventilation s.hnil not be reduced. It may L.,e fatt040144W1,additirinat*igtfv*tich.mtifestittirf thilifx-ling:the ,Service life of the roof. - • OwnerWAgent's Signature — Property *or, • 4, • ••■-•• • • .• • 'AP • • 0' *** Pit Nufge6.: 1 . . • lei • • • • • • • • • . •••• • • • • • • Rev:vm2ocis,computio services. stersintDitsiogin" • • • • • • • •u :s • • • . • • • ••• • • • • • • • ••: • • • • • • • • • • ■•,' • • • • • • • • • • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 Hanson Roof Tile d.b.a. Pioneer Concrete Tile 1340 SW 34a Ave Deerfield Beach, FL 33442 Sam This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: RegaVSpa nish "S" II Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 6. The submitted documentation was reviewed by Frank Zuloaga, RRC .. ... • • • • • •• • • . . • • • • • •• ••• •• • • • •• • • • ••• • • • • .• •. • • • • • • • • • • • • •• • • • 0 • • • • • • • . • • • •• • ••• • • ••• • • • • • • • • • • • •• •• • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • NOA No„ 02- 0916.09 Eapiratioa Date: 12/16107 Approval Date: 12/19/02 Page 1 of 6 Roof Tile Adhesive ("Polypro® AH160 ") Roof Tile Adhesive TileBond Hurricane Clip & Fasteners NIA Factory premixed canisters aips Min. Y2" width Min. 0.060" thick Clip Fasteners Min. 8d x 1 Y4" 2. LIMITATIONS Two - component See NOA polyurethane adhesive designed for adhesive set roof tile applications. Single component See NOA polyurethane foam roof the adhesive TAS 114 Corrosion resistant clips Appendix E with corrosion resistant nails. Polyfoazn Products, Inc. (With current NOA) Flexible Products (With current NOA) Generic (With current NOA) 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with RAS 106 may be required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Hanson Regal/Spanish `S' II 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.: 02- 0916.09 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 3 of 6 PROFILE DRAWINGS REGAL AKA SPANISH "S" II HANSON REGAL/SPANLSH `S' II CONCRETE RooF TILE END of THIS ACCEPTANCE • • • ..• • • • • • • • • • • • • • • • •. • • • • • • • •• • • • • • •• • • • • • • '• • ••• ••. • • • • • • • • • • • •• .. ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • NOA No.: 02- 0916.09 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 6 of 6 Table 4k Attachment Resistance Expressed as a Moment - My (ft -lbf) For Sin le Pa Adhesive Set ems 'file Application Tile Profile Hanson RegaVSpanish `S`fl Minimum Attachme Resistance Polyfoam Po&Provo Polyfoam PolyProm' 66.54 38.r 4 Large paddy placement of 63grams of PolyProTM. 5 Medium paddy placement of 24grams of PolyProT1°. Table 4B: Attachment Resistance Expressed as a Moment - Mt (ft -lbf) For Mortar Set Systems The Profile Tile Application Attachment Resistance Hawn RegaVSpanlsh 'S' 1I Mortar Set 24.5 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement " Miami -Dade County Product Control Approved ". 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 No4 02- 0916.09 Eapliration Date: 12/16/07 Approval Date: 12/19/02 Page 5of6 Table 1: Aerodynamic Multipliers - I. (t$) Tile Profile 1, (ft) Batten Application 74 (ft) Direct Deck Application 0.311 Pioneer Regal/Spanish 'S' 11 0.287 Table 2: Restoring Moments due to Gravity - M. (ft -lb, The Profile 3 ":12" 4": 12" 5": 12" 6": 12" r: 12" or greater Pioneer RegaVSpanis h 'S' ii Batten s Direct Deck Battens Direct Deck Battens Direct Deck Batten s Direct Deck Batten s Direct Deck 7.77 8.34 7.65 8.20 7.49 8.03 7.30 7.83 7.10 7.61 Table 3: Attachment Resistance Expressed For Nail -On Systems as a Moment - Mf (fi tbf) Tile Profile Fastener Type Direct Deck (min 15132" Pte) Direct Deck (min. 19132" Plywood) Battens Hanson RegalSpanish 'S' hl 2104 Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1.#8 Screw 20.7 20.7 18.1 2.#8 screws 43.2 43.2 29.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clips 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shards Nails (Eave Clip) 38.1 38.1 41.8 2 -10d Ring Shank Nails' 311 48.1 ( 45.2 1 Installation with a 4° the headlap and fasteners are located a min. of 2W from head_of tile. Table 4: Attachment Resistance Expressed as a Moment M, (ft-ibf) For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson RegaVSpanish'S' it Adhesive 29.3' 2 See manufactures cont.. nent - a , • vat for installation = moments. 3 Flexible Products Company Tiletond Average weight peril atty 10.: wan., Polyfoam Product, Inc. Average weigh perolity S gIarts.• •. • • •• ••• •• • • • •• • • • • • • • • • • • • NOA No.: 02- 0916.09 • • • • • • • • • • • • • • • • • • • • • Expiration Date: 12/16107 •• • • • • • • • • • ••• • • • 4:„ • • • 6.6 • 6 • • • Approval Date: 12/19102 Page 4 of 6 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • - • •• •• ••• • • • ••• • • ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofing Tiles Concrete 1. SCOPE This renews a roofing system using Hanson Regal/Spanlsh `S' II Concrete Roof Tile, as manufactured by Hanson Roof Tile d.b.a.Pioneer Concrete Tile described in Section 2 of this Notice of Acceptance. For the rations where the pressure requirements, as determined by applicable building code do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION AtanulnglEndin A rtiuslat Hanson Regal / Spanish "S" 11 Tile Trim Pieces Dimensions Length: 17'/4" Width: 13 %4" %a" thick Length: varies Width: varies Test S„i n Dins TAS 112 TAS 112 2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS Test Product Soecifications Deese; an TAS 114 Corrosion resistant screw or Min. 1 Odx 3" Appendix E smooth shank nails #8x 2 W' long 0335' head TAS 114 Appendix E 0.131" shank dia. 0.175" screw thread dia. duet Rin ors Tile Nails Tile Screws Roof Tile Mortar ( "TileTiteT'"') Roof Tile Mortar ("Quikrete® Roof Tile Mortar #1140') Roof Tile Mortar ("BONSALO Roof Tile Mortar Mix") Product High profile concrete roof tile for direct deck or battened nail-on, mortar or adhesive set applications.. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. N/A N/A N/A Generic (With current NOA) Corrosion resistant, coated, Generic square drive, galvanized, (With current NOA) coarse thread wood screws Prepared mortar mix TAS 123 designed for mortar set roof tile applications. Prepared mortar mix TAS 123 designed for mortar set roof tile applications. • •• •• • • 1�A 123; •• ••• Bermuda Roof Company, Inc. (with (With current NOA) • rrioriacinix W. R. Bonsai Co. • fy� f+jr meter set roof (With current NOA) 'Me dppiit:atithb. Quikrete Construction Products (With current NOA) • • • ••• • • • • • • • • • • • • • • •• • • • • • • • • • • • •• • ••• • ••• • • • • • • • • • • • • • •• •• • • • • ••• • • • • • • • • • • • • • • • • Expiration Date: 12/16/07 • • • • • • • • • • • Approval Date: 12/19/02 Page 2 of 6 ••• • • • • • • • • • • • • • •• •• ••• • • 1 • i.lvJWA 1 LJ 1.11143LI BU L iNC COOS COMPLIANCE omci woe) • l ucr Morn= pre i NOTICE OF 4ICCEPT'ANC1x (1'1'UA) Polyrgl+ass USA lure 150 Lyon lee Fernley, NYI 89408 .I 11f1 /JV I L I JV VV•i m eevre• Aon COUNTY. 1 . FI.P✓1111 A METRO-DADE FYAGxLSu1.DING 140 WEST FLAMER STREET. sorry 1603 tvIIAI„ 331304563 (305) 375.2901 FAX (305) 375 -7908 SCOPE: This NOA is being issued tmdeor the applicable rules and regal= e'ons governing the use of construction The documeittation submitted has been reviewed by Miuwi -Dade County Product Control Division and accepted' by the Board ofRuiltrs and Appeal (BO1 A) to be used in 14Ihuni Dade County and other areas whine allowed lowed by the Autority Having Jurisdiction (Ai l). This NOA shall not be valid aftee the wined= date stated below. The Miami-Dade County Product Control Divisiou (in Misrii Dada County) and/or the Ant (in erect other than Maud Dade County) reserve the right to have this product or material tested for quality assurancc purposes. If this product or material fails to perform iQ the accepted term ©r, . the matoe cturer vriii incur the expense of such wing and the AEI may immediately revoke, modify, or stripe td the use of such product or maternal within their jurisdiction. BOLA reserves the right to revoke this acceptance, if it is det rm4n by lyfiamf Dade Cauusty Product ControI'blvision that TN114 product or material fails to meat the requirements of the applicable building code. This product is approved as described herein, and has been designed tea comply witri. the High Velocity Runic= Zone ofthe Florida Building Code. DESCRIPTION; Pub P9 Ditaftelt, Tait TU Plus and MU Underlayments LABELING: Eacb rrr+it shall bear a permanent label with the manufticturer`a name or logo, o>iy, Ante and fallowing statement "Miami -Dade County Prodded. Control Approved", unless otberwiee rioted herein. RENEWAL ofthis NOA shall be considered after amoral application has been flied and there has• been. no change in the applicable bt ildiug code ilegadvely affecting the perkrmance of this product. • • TERMNA71011 of this ', OA wvill occur after the expiration. date or if Mere has been a revision or change in the raaterlals, use, and/or e ofthe product or process. Misuse of this NOA as an endorsement of any product, for mss, adv, a ' • ing or any other purposes shall automatically terminate this NOA. Failure to comply wlth any section oft is Peek shall be cacao for termination and removal of NOA. ADVERTISEMENT; The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be dispiayred is advertising literentre. 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 Eat tx toturer or its distributers and shall be available for inspection 'atthe job eito at the request ofthe Building Official. This NOA revises NOA # 03- 0810.U3 and consists of pages 1 through. 6. The submitted documentation was revlowe d by J'orge.L. 321b7. . . . .. • • • ... • •••• • • • •• • •• • • ••• .. .. • •• • • • • • • • • •• • ••• • •••• • • • • ••• • • • • • • • • • •• •• • • ••• • • • • • • • • • ; • • NOA Ni t4- 8810.03 • • • • 'Expiration Bette 09/13/06 • Appauval Data 11/24/06 Page 1 of 6 ••• • • • J.UL- 26- 2006(WED) 31:09 RUUF1tth SUPPL'J LINUUP ROOFING Co11MPoNENT APPROVAL Ro !%la rrr±rs Underlaymenx SBS APP Self :Adhering Modified :Bitumen lrHAJ3o1G1tiao04 PRODUCTS L'COPTIONM gIVIMiNSA IS* x31 40 mils thick ?alystick P underlayment C1 {lQ1gg fin AsTm D 1970 Polystick IM1 X Roll: TAS 103 and 65'9" x.3'3'/8" ASTM 131970 SO mils thick underlayment Patysticic'1'1U underlayctsent Pelystack TU Plus underlaYmeat Polystick IMiU underlaymeni Roll TAS 103 and 32'10" x 3'3= !n" ASTM 171970 100 mils thick Roll: TAS 103 and 65'S" ac 3'3-3/0" ASST M1 '13 1970 $0 mils thick Rill: TAS 103 and 65 1'" ASTM D 1970 S0 mils thick •• • • • .• • •' 00. 000 • •• •. • • •• • • • • • • • 000 • • • • i•• Product A polyethylene top surface,, self-adhering, SI38 polymer modified bituminous sheet material for use as au unde"rlaytnesnt in sloped roof assemblies. Deal W as an icy, & rain shield. A fine granular /sand top surface self- adhering,, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment im sloped roof assemblies. Designed as an Ices & rain shield and as a flat roof the undsrlay►ment. A heavy granuled surface self adhering, APP polymet modified, fiberglass or polyester reinforced. bituminous sheet material for use as an underlayment in sloped roof assemblies. t esigaed as a a roof file uuderlaymeut A non evi king fabric surfaced, sclf- adh., APP polymer modified, fiberglass re €orced with a bight strength polyester fabric, bituminous sheet material for use an an underlayment in sloped roof assembli'h:. Designed autumnal umnal roofing and roof tile underlayment A non-- vicking fabric surfaced, self adhering* AT polymer mnodifiad, rglass reinforced, bituminous sheet material for use an as underlayment in sloped roof assemblies.. Designed as a aptail rpoimpand roof file underlayment. ••••••• • • •• • • • .• • ••• •• • • • • • • • • • t•• • • • • • • • • .• •. • • ••• • • • ••• • • • • • • • • ••• • • •••• •••• • • • • • NOA No 04- 0810.03 • • • • • •Espiration Dote; 09/13106 Approval Date 11124105 Page 2 of 6 • • • • • • • • • •• •• JuL- LO-LUUOt WLU% I UUP L mu 7Uh"NLU l7KUUY trwinoicrunla V. uuwuuo EVIDENCE SUMMED: Test Alpo, T 7 r 120—AMOSIatt Exterior Research & Design, LLC PM Asphalt Teehno1 011756.04-41 4 TAS 103 04/27/01 #11756.08.01.1 ASTM D 1970 08/14(01 0 02202.08.05 TAS 103 08/29/05 PRT01111 ASTM D 4977 04/03012 Pt1SAa04542.01 ASTM D 4977 41/31/02 PUSA 01 307 1 ASTM I) 2523 07/14/03 •• ••• • • • • • • • •. •• • • • •• • • $ • • • • • • • •• •.• •• • • • 01 • • • ••• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • NK%A No U4- 0810.03 • • • • • • • • • • • • • • • ... • • • Expiration Dues 09/13/06 Approval Data: 1144/05 ••• • • • • ••• • • Page3 f6 • • • • • • • • • • • ••• • • • • • • • • • • • • • • 00 •• • • • •• •• 0410 • • • 000 • • JUL-db-ellUb(IktU) •I I :1,19 INSTALLATION: Deck Type 1: Base Sheet: Fasten*: Membrane: Surfacing: RUUFINI3 5UPPL' bWUUP (I-HX )513 I d (9tibba F.UUVUUD Wood, non.instatited„ new construction One or more plies of ASTM D 226 Type 11 or MTN D 2626 or Polyprotector UDL or Polyprotector IlDL AS. Nails and tin Caps 12", grid, 6" o.c. at laps. (for base sheet only) Polystick membranes self-aditered. None 1. All nails in the deck shall be carefully checked for protruding beads. &c-fastett any loose decking panels, and sweep the deck thoroughly to remove my dust mid debris prior to application. 2. Place the underlaymcut over metal drip edge in accordance with RAS 111. 3. Place the fast course of membrane panne' to the eave rolling the membrane to obtain maximum contact. . Remove the release film as the membrime is applied. . AR side laps Fh2111 be a minimum of 3-1/2" and end laps all be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polysdclt is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the meratnane in the valley, start at the low point and work 1)3 the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the cadre membome outface so as to have 100% contact with the =face, giving special • attendee to lap areas. Polysdck TU and TU Plus shall not be left exposed as a temporary roof for longer then 180 days after application. Polyglass reserves thc right to revise or alter product exposure times. 7. Flash vent pipes, stacks, chimneys and penetrations la compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed In place and fanned around the protrusion to ensure a tight ftt. A second layer of Polystick shall be applied over dee underlayment • • • • • • • • • • • • • • • • • se •o• •e • • • 00 • • • • • • • • • 00 • • • • • • • • • • • • • •O• • • • 000 • oche • • • •• • • • o • • • • see • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • 'I IRA No 04.0810.03 F.:Oradea Date: 89113/06 Approval Datm 11/24/03 • • 101 • • • • • • • Page 4 016 • • • • • • • • • • • • • • • • • • • 000 • • JUL-LU- LUUUS,WL Uj II.U7 R4.741! S141.1 JUPPL7 URUVI" yl JUILI 14UU' 1 . VVJCUVv LINIM'ATrioNs: L Fire cllion is not part of this acceptance. 2. Poly tkkk P d BROX may be used in asphaltic shingles, wood shakes and shingles, non- struce a l metal roofing, end awry slate roof assemblies. Paolystlek P shall not be used as roof** underlayment. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick membranes shall be applied to a oath, clean mad, dry surface. The deer shall be a of irregularities. 5. Polystiek membrane; shall not be applied over an exist roof mer 6. Polystick P shall not be left exposed as a bearaperrea roof for longer than 30 days, ter application. Polysiick 01/31tX„ car i f 7 shall not be left exposed as a temporary roof for long' the 94 days alter application. Polystick TU and TU Plus shall not be left exposed as a temporary roof for longer than 180 days a mr application. Polyglasa reserves the right to revise or alter product eceposore times. 7. All produ,ots listed he's, wall have a quality assurance audit iu aacordaum with the Florida Building Code and Rule 9B42 rf a Florida Administrative Code. 8. Iar, tooftt1e pllaetiora, dam for the aitaehment resistance of roof tiles shall be as set forth in the roof tile manor's Nvtice. Polystick TU, TU Plus and MTJ may be used in both adhesive set and mechanically Betted roof tile applications. Polystick flJJRX is d to mechanically fawned roar tile apps. The =hum roof slop© for use as raof tile undetlayment for (dlitecuxr-deck) the assemblies Mall be as descr€bed below; The above slope limitations can be ed only by using battens and cotter battens In accordance with the Approved Tile System. Notices oi'Acceptatce and appliaaable Florida Building Code requirements. .. ••• • • • • • • • • • • • • • .. ••• •• • • • •• • • • ••• • • • • • • • • • • • • • • • • • • • • • ' • • • • • • • NQA No 04-0810.03 • •' • • • • • • • • • • • ..'Expiration Date: 09/13/06 Approval Date: 11/24/05 damage 5 of 6 •••• ••• •••• • • • • • • • • • • • • • • • • • • • • • • • • • .• .. • • • • •. •• ••• • • • ••• • • JUL- 26- 20Q6(WEO)11: 10 ROOFING SUPPLY GROUP (FRX)5612794884 P. 0061006 L1I14IITA'nOw5: (Cow) .9. Cm should be taken during the loading procedure to keep foot traffic to a .mirthrram and to avoid dropping of t directly ort the uiulwrlayment. Refer to Polyglass Tile loading detail for loading procedure, 14). Refer Wprepared roaring system Produuct Control Notice of Acceptance for listed approval of ibis product with species prepared roofing products. PoIystick 1', MARX, TO, TV Plus & MU may be used with any approved roof covett ngNotice ofAeo ptan= listing Polysi ck P, Il ll +"JC, TC7p TU Plus & MCJ. as a component pert of as assembly in the Notice of Acceptance, IF'Polystick P, TRi1R,X,, TO, TO Ph $ & MU is not listed, a request may be made to the Authority awing Jurisdiction (AHD or the Miami -Dada County Product Control Department for approval provided that appropriate documentation is provided to detail cumpatibility of'the products, wind upliit resistance, and fire testing results. LAMING: 1. All membranes shall bear the imprint or identifiable marking of the manufactures4s name or logo, the Mimi-Dade County logo or the following statements 'Miami-Dade County Product Control Approved". B'I[ IWING PERM' RC.Q MOMS: ' L Applicaion for building permit sheen be accompanied by copies of the following: 1.1 This Notice ofAcceptarme.. 1.2 _ Airy other donut required by the Building Official or applicable building code in order to prperly evaluate the installation of this materials. •• ••• • • • • •• • END OF M . • • • • • • • • • • •• •• • •• • • • •• • • • ••• • • • • • • • • • • • • • • • • • •, • • • • • •• • • • • • • • • • • • • • • • • • • • NoA No 041-0810.03 •• • ••• • • • Expiration Dote= 09/13106 .Approval Dale: 11124/05 ••• • • • • • • ••• • • • Page 6or6 • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the ART (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date. or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01-0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by J rge L. Acebo. •• ••• • • • • • • • • • • • • • 000000 •• ••• •• • • • • • • • • •• • •• • • • • • • • • • • ••• • • • • ••• • ••• • • • • • • • • • • • ••• • • • • • • • • • • ••• • • • • o •• ••• • • • • • • • •• • •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• 000 • • NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Potyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application StantiRrd RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AB 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Polypro® AH160 FoamproG RTF1000 ProPackg 30 & 100 Dinteusions N/A N/A N/A Test Seecifications TAS 101 Produqt Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro A11160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbsift.3 18 PSI Parallel to use 12 PSI Perpendicalat to rise 28 PSI Parallel to rise 0.08 LbsfFt2 11 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 2017 EVIDENCE SUBIVLITTED: Test Agerey Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[1] ASTM F. 84 01/16/95 Trinityllngineering 7050.02.96-1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 • 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2., Polypro® AH160 shall solely be used with fiat, low, & high tile profile& 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI-STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 104 as modified herein. / N t F ' W \ 2 ; •• ••• • • • • • • • F. ' • . Ms . .. . ••• • • * •• ••• •: •I Ss • : : • •• NOA No.: 06-8201.02 • • • • • • • • Expiration Date: 05/10/11 • • • • • • • • • • • • Approval Date: 04/13/06 6. • . • • . • • • • • • • • • • Page 3 of 7 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polyproo AH160. 2. Polyproe A11160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® A11160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance withlVliami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof the adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance 13ooldet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix. ratio between the "A" component and the "B" component shall be maintained between 1.0- L15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per the as determined at calibration. No other settings shali be approved. 6. Polypro® AH160 shfl be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polyproo AH160 shall not be exposed permanently to sunlight 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 nainutes after Polypro® AH160 has been dispensed 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Bartel) #1 #2 17/side on cap and 34/pan 24 N/A N/A Flat, Low, High Profiles Flat, Low, High Profiles #3 8 LABELING: All Polypro® AI-1160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • it • • • • • • • • • • • NOA No.; 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY .. .•. • • • • • •• • • • • • • • • • •• ••• •• • • • •• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • •• • ••• • • • ••• • • • • ••• • • • • • • • • • • • 1 • ••• • • • • • • • • • • .0 • • • •• •• • • • •• •• ••• • • • 0 •• • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY ...•• • • • • • •. • • • • • • • • • • • • ••• • • • • • • • • • • •• ••• •• • • • •• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • •. • • • • • •• • • ••• • ••• • • • • ••• • • * • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOA No.: 06-0201.02 Expiration Date: 05 /10/11 Approval Date: 04/13 /06 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY END OF TSTS.ACCEPT.A•NC.E • • • • . • • • •• •.. •• • • • •• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • . •• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • IS •• • • • •• IS 000 • • • 0410 • • NOA No.: 064201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 7 of 7 9548430430 10/12/2006 12 :19 9548430430 STAR PAGE 01/02 State Certified General Contractors Lie* CGC1507957 star nc arndwaterproofin FACSIMILE TRANSMITTAL SHEET: c -7 C .) TO: (1) d & aQS-71 'c-27o DATE; t FROM: /1467111 f�+l cual tn5 `—° FAX NUMBER . f} ' 7 ` PHONE NUMBER NO PAGES INCL. COVER: Pe A641 t - C (2 " /634 '' 3 44- '` 57. 0,f, , -ti 0 URGENT tyGOR, .REVIEW 0 PLEASE COMMENT Jam, pT,EASE REPLY IR.,1 PLEAS$ REcYcz ; NOTES/COMMENTS: ° = m leck7-1-t~ f 2t-N,4 iZc oP 0'i E etao Pe 5c5 ats - f t~C O 6J L 74+e- ' VZevu ecr +0 A. > c' t Ttt t 2 uJ t RS . Yowl_ A-cv. 111,1i---41-S67 5 s jc.,_ tivi Ay C Wri ik3 Cie" Rit,-14,0 er 7k ^, 1 M /C- . Vou • C t F t c a/ -7 y - " Miami Shores Village Building Department Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. (96 -nor Job Name Date BUILDING CRITIQUE SHEET 0/-6-7,tit& e a,m, e, .1.„) e A / COO Gtec geovna-e ago , de,Axec,e(5604-D ataMbt. Cjity -cm CuU Qw) (11 , 414 sl\Q wit at11 k Reviewer: Claudio Grande C.B.0 305-795-2204 Ext 1430 LiJi P 110 1s) haft feed btfci TT Ovt1