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RF-10-1572BUILDING PERMIT APPLICATION FBC 20 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 y � r � Permit No. lee 10 (S1 Z Master Permit No. Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): a•k \k' ern vi1 S on Phone#: 4$4 .94S • c 705 Address: S G r t City: State: Florida Zip: Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: 1041 NE 96th Street City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: Sunrise Contractors, Inc. Phone#: 954-354-7474 Address: 1580 Sawgrass Corporate Pkwy.. Suite 130 City: Sunrise State: Florida Zip: 33323 Qualifier Name: Robert Christopher Treat Phone#: 954-298-5771 Certification or Registration #: CBC 127874 CCC 1329310 Certificate of Competency #: Contact Phone#: 954-298-5771 Email Address: cti4u @msn.com DESIGNER Architect/Engineer. NA Phone#: Value of Work for this Permit $ 2.000.00 Square/Linear Footage of Work: 250 sq. Ft. Type of Work: OAddress OAlteration ONew © Repair/Replace ODemolition Description of Work: Repair leaks at rear slope and flat roof tie in and repair leak at vent stack. 4P 20i1' S i * ** ** ,4k****** * * * * * ****** ** *** * * **xIk* F * ** **a **** * * ** **** * *** * * * **** •* **** Submittal Fee $ Permit Fee $ /Cw °`' CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: Notary$ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ Bonding Company's Name (if applicable) NA Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) NA 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a r ' pe 'on fee . -iii`b c arged WO k■. k i (C3 or Agent i L 4 3as i,& S' ge)x ` i / Contractor ent was acknowledged before me this I The foregoing instrument was acknowledged before me this 6i. 20( , by The foregoing day of Sign: Print I t AU`i t L day of 5 , 20 (0 , by Chris rat f who is personally known to me or who has produced F who is ovally know to me or who has produced as identification and who did take an oath. As identification and who did take an oath. NOTARY PUBLIC: My Commission Expires: 14 9-6 1 t APPROVED BY Plans Examiner Structural Review Signature NOTARY PUBLIC: ' L'B IC• ���.. S. aUz;) Linda Carr 4 MY COM1tSS1 rl ,� : V,"; on Expires: Commission # DD987882 . „ Expires: MAI 03, 2014 SOPID$D ATLANTIC SWUMCO.,INC. *********************************************** sY***** *deda*a' csYsYakde* *dtiedrdr4r*9e* aadr**** ir aYsY*nkakdc**irzFnY*a4 kzt4rdiBe*aiY9e*aYdrd *** Zoning Clerk Inspection Number: INSP - 151355 Permit Number: RF -9 -10 -1572 Scheduled Inspection Date: September 17, 2010 Inspector: Bruhn, Norman Owner: HUTCHINSON, MARK Job Address: 1041 NE 96 Street Project: <NONE> Contractor: SUNRISE CONTRACTORS INC Building Department Comments REPAIR LEAKS AT REAR SLOPE AND FLAT ROOF TIE IN AND REPAIR LEAK AT VENT STACK. Passedac Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 150706. September 16, 2010 Miami Shores, FL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Repair Roof Phone Number Parcel Number 1132060143720 Phone: (954)354 -7474 Page 5 of 5 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applcable Detail Drawings 3. Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 4. Other Component of Product Approval 6. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Reroofing Only) 7. Any Required Roof TestinglCakulation Documentation Roof System Required Sections of the Permit Application Form Attachments Requi See List Below Low Slope Application A,B,C 1,2,3,45.6,7 Prescriptive BUR -RAS 150 A,B,C 44.6.7 Asphaltic Shingles A,B,D 1,2,4.5,6,7 1.2.3,4,5,6,7 1,2,3,4,5,6,7 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E Metal Roofs A,B.D Wood Shingles and Shakes A.B,D Other As Applicable 1,2,3,4,5,6,7 FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 4402.14 VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION Florida Building Code Edition 2007 High-Velocity Hurricane Zone Uniform Pennit Application FormI, INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: ATTACHMENTS REQUIRED: 0 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES ❑ New Roof Low Slope Roof Area (SF) FLORIDA BUILDING CODE —BUILDING Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form, Sectinn A (Geri ralinformatinn) Master Permit No C Process No. Contractor's Name (\V"\ S < CO r n C S ) Job Address 1 Q 4\ N E 9 6 R •r'c e t r'I iq S4evts © Low Slope ❑ Mechanically Fastened Tile 0141ortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ Reroofing E Recovering 0' Repair ❑ Maintenance ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) Total (SF) 1 SO scVG- Ses on B (Roof Ian) c- L 231 f;G Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, dearly identify dimensions of elevated pressure zones and Location of parapets. r te 0 • Roof System Manufacturer: I l 0 r1 1. Li LA % \ Notice of Acceptance Number. Q q — 0422 .1 Minimum Design Wigpi Pressures, If Apo ' e (From RAS 127 or Calculations): Pmax1: 9 7. 1 Pmax2: 71.6. 6 Pmax3: 1 6. 2 Maximum Design Pressure (From the NOA Specific System): L i 0. Li Method of Tile Attachment: PCD \ cc f 1 Florida Building Code Edition 200ff High Velocity Hurricane Zone Uniform Permit Application Form 1 Roof Slope: :12 Type: Ridge Ventilation? Mean Roof Height Section D (Steep Sloped Roof System) Sloped System Description X � 11•■ ype Underlayment: nsulation: Fire Barrier: 1 3o* l u !* ,SST/'^ 226 Fastener Type & Spacing: 11' /Y Q. , 144'+1.c c''/ 1 S /fi 2J ":" At.5Q- G.o.C. a 4 '' ta r.•0 z Ro�-S @ f2" 0. dhesive Type: I ?' (r e ype Cap Sheet 1 6A - Wee wi.4eL,1 Covering: Type & Size Drip 1rtu,�s sL4ke I fZG ,:r Does goi 11"e Orp FC), c Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment -based tile systems, choose either Method 1 or 2. Compared the values for M With the values from M If the M values are greater than or equal to the M, values for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment -Based Tile Calculations Per RAS 127" (P x d • 2-d• = q-39 t ) - Mg: A.11 = MO 5 . Litt ■ NOA M 40 . (P27•4 x d . = % A.35 ) - Mg: C,'.l 1 = M,22. Ltfes NOA M 4 b • 4 V (P :►14 . Z. x d • 205 = 29 . q ) - Mg: 4.1 1 = M, 3 0 • ?-F5 NOA M, 40 • ( -i Method 2 "Simplified Tile calculations Per Table Below" Required Moment of Resistance (M From Table Below 32. 2 NOA M 40 • I I M, Required Moment Resistance* Mean Roof Height Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 382 39.7 422 3:12 3P 9 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 27.1 282 30.0 *Must be used in conjunction with a list of moment-based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift -sue the systems use Method 3. Compared the values for F' with the values for F If the F' values are greater than or equal to the F, values for each area of the roof, then the the attachment method is acceptable. Method 3 "Uplift-Based Tile Calculations Per RAS 127" (P,: xI: W:xcos 0: = F n : NOAF' _ xw:= _ )- (P x I: = x w: = - W: x cos 0: = F NOA P _ _ _ (P xI: =xw:= )- W: 0: =F, NOAF' _ Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier d NOA Restoring Moment due to Graver M NOA Attachment R M, NOA Required Moment Resistance M, Calculated M nimum Attachment Resistance r NOA Required Uplift Res F, Calculated Average Tile Weight W NOA Tile Dimensions 1= length w = width NOA All calculations must be submitted to the Building Official at the time of permit application. SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following item should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. esthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. Ring wood decks: When replacing roofing, the existing wood roof deck may have to be renailed m accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removi ' the existing roof system). 3. `/,<I Common roofs: Common roofs are those which have no visible delineation between neighboring units '! townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner • utd notify the occupants of adjacent units of roofing to be performed. J / Exposed Ceiring: Exposed, open beam ceilings are where the underside of the roof decking can be ,4 I from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking g Tray not be acceptable. This provides the option of maintaining the Ponding water. The current roof system and/or deck of the building may not drain well and may use water to pond (accumulate) in low-lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. !. i /I Overflow scuppers (wall outlets): required that rainwater flows off so that the roof is not • It is ed from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. e Ventilation: Most roof structures should have some ability to vent natural airflow through the the structure assembly (the building itself). The existing amount of attic ventilation shall not be raider additional venting which can result in extending the service life of the 1-1;4 11 ►: .,, • /Tr s Signature �� •�r Revised on 7/9/2009 LD Contractor Signature Date MIAMIDADI: BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE 01? ACCEPTANCE (NOA) Monier Life tile, LLC 200 Story Road Lake Wales, FL 33898 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 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 cif 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. Florida, and followed by ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall a Y be done in its entirety. INSPECT ION: 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 revises NOA #07- 1023.12 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WFS T FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No.: 09- 042211 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: 1. SCOPE This renews a system using Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile, as manufactured Monier Lifetile LLC in Pompano Beach, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Monier Lifetile Atlantis Shake and Slate Tile Trim Pieces Apt:lieant Dimensions Specifications 2.1 SUBMITTED EVIDENCE: Test Agency Redland Tec The Center for Applied Engineering Inc. The Center for Applied Engineering Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Roofmg. Flat Profile Roofmg Tiles Concrete 1 =16" TAS 112 w =10" 1 Y4" thick 1= varies w = varies varying thickness Test Identifier 7161 -03 Appendix HI 94 -060A 94-084 25- 7094 -2 25- 7094 -8 25- 7094 -5 TAS 112 Product Description Flat, interlocking high pressure extruded concrete shake and slate roof tile equipped with two nail holes. For direct deck, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Renort 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 l02 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, RecoVer/Reroof) Date Dec. 1991 March, 1994 May 1994 Oct. 1994 Oct 1994 Oct 1994 NOA No.: 09- 0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 2 of 7 Test Agency 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 E. Professional Service Industries, Inc. Celotex Corporation Testing Service Walker Engineering Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering Inc. Walker Engineering Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering Inc. • Nutting Engimee Tins Nutting Ends Test Identifier 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1,1994 P0631 -01 PO402 Project No. 307025 Test #MDC -77 224 -47099 520109 -1 520111 -4 520191 -1 Calculations Calculations Calculations Calculations Calculations Calculations Calculations Calculations TAS -112 TAS -112 Test Name/Report Static Uplift Testing PA 102 (2 Qwk Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quilt -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Qum Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quilt-Drive Screw, Battens) Wind Tunnel Testing 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 Aerodynamic Multipliers Two Patty Adhesive Set System 13343.1 13343.1 Date Feb. 1995 Feb. I995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept 1993 Oct 1994 Sept. 1994 Dec. 1998 March 1999 October 2007 August 2007 February 1996 April 1996 December 1996 March 1995 April 1999 April 1999 June 2007 March 2009 NOA No.: 09- 0422„11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page3of7 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. 33 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 unfit 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 stag otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and !fir with a minimum of two screws. 4. INSTALLATION 4.1 Monier Lifetile Atlantis Shake and Slate Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 42 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Monier Lifehle Atlantis Shake & Slate Tile Weight W (Ibf) Length - 1 (ft) 8.5 1.33 Width - w (ft) 0.833 Table 2: Aerodynamic Multipliers - 7l fp Tile 2L (ft) 1 (ft) Profile Batten Application Direct Deck ,Monier Lifetdb Mantis Shake & Slate Tile N/A Application 0208 Table 3: Restoring Moments due to Gravity - M, (ft-Ibf) Tile 2":12" 3":12" 4°:12" 5":12" 6":12" 7":12" or Profile greater Monier Lifehle Atlantis Shake & Slate Tile Battens N/A Direct -Deck 6.17 Battens N/A Dissect Deck 6.11 Battens N/A Direct Deck 6.01 Batbans N/A Direct Deck 5.89 Battens N/A Direct Deck 5.75 Battens Direct N/A Deck 5.59 NOA No.: 09-0422.11 Expiration Date: 12/16/12 Approval Date: 05127/09 Page 4 of 7 Table 4: Attachment Resistance Expressed as for Nail -On Systems Fastener Type a Moment - M, (ft4bf) Tile Profile Monier Lifetile Atlantis Shake & Slate Tile 2 -10d Ring Shank Nails 1 -10d Smooth or Screw Shank Nail 2 -10d Smooth or Screw Shank Nam 1 #8 Screw 2 #8 Screw 1 -10d Smooth or Screw Shank Nail (Field Clip) 1 -10d Smooth or Screw Shank Nail (Eave Clip) 2 -10d Smooth or Screw Shank Nails (Field Clip) 2 -10d Smoot; or Strew Shank Nam (Eave Clip) Direct Deck (min 15132" plywood) 30.9 7.3 14.0 30.8 51.7 24.3 19.0 35.5 31.9 Direct Deck (min. 19132" plywood) 38.1 9.8 18.8 30.8 51.7 24.3 19.0 35.5 31.9 Battens N/A N/A N/A N/A N/A N/A N/A N/A N/A Table 5: Attachment Resistance Expressed as a Moment M (f -lbl) for Two Patty Adhesive Set Systems Tile Application Tile Profile Monier Lifetile Ate Shake & Slate Tile Adhesive' 1 See manufactiaes compost approval for installation requirements. 2 Flexible Products company TleBond Average weight per patty 13.9 grams. Polyfoam Product, inc. Average weight per patty 8 moms. Minimum Attachment Resistance 31.3` Table 5A: Attachment Resistance Expressed as a Moment - M, (ft4bf) for Single Patty Adhesive Set Systems Tile Profile Monier Lifetle Mantis Shake & Slate Tile 3 Large paddy plant of 45 grams of PoiyProTM. 4 Medium paddy placement of 24 grams Of PotyProl". Tile Application PoJyProTM PolyPro » Minimum Attachment Resistance 118.9' 40.4 Table 5B: Attachment Resistance Expressed as a Moment - 11 (tt -lbt) for Mortar or Adhesive Set Systems Tile Profile Monier Lifetlle Atlantis Shake & Slate Tile Tile Application Mortar Set Attachment Resistance 39.0 5 See specdfic mortar manufacbaers Notice of Acceptance NOA No.: 09- 0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page5of7 S. 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 ". MONIER LWErILE LLC, ATLANTIS SHAKE AND SLATE (POAIPANO BEACH, FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 09-0422.11 Expiration Date: 12116/12 Approval Date: 05/27/09 Page6of7 PROFILE DRAWINGS MENEM noir_ END OF THIS ACCEPTANCE ..% tote` MONIER LYFETILE ATLANTIS SHAD: & SLATE CONCRETE ROOF TILE NOA No.: 09- 0422.11 Expiration Date: 12116(12 Approval Date: 05/27109 Page 7 of 7 MIAMaDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 DIIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, sum 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 Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:; GAF WeatherWatch®, StormGuard®, Liberty" SBS Base and StormFla sh''m Leak Barriers 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. Faihire to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 07-0214.06 and consists of pages 1 through 4. The submitted documentation was reviewed by Jorge L. NOA No.: 07- 1010.19 n Date: 07 /05/12 Approval Date 11/29/07 Page 1 of 4 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Underlayment Material: SBS TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions Test Product WeatherWatch® 36" x 50' rolls ASTM 97 0 1970 Surfaced modified, 36" x 67' rolls fiberglass reinforced, bituminous sheet material for as an underlayment in sloped roof assemblies. Designed as an ice & rain shield StormGuard® 36" x 66.7' rolls ASTM D 1970 Modified, fiberglass reinforced, bituminous sheet material for as an underlayment in sloped roof assemblies. Designed as an ice & rain shield Liberty'rm SBS Base 39375" x 66' rolls ASTM D 1970 Self - adhering SBS roof wmbrane. StonaFlashni 4" x 36' rolls ASTM D 1970 SBS modified bitumen, fiberglass 4" x 75' rolls reinforced self - adhering sheet 6" x 36' rolls material with polyester surfacing 6" x 75' rolls for use as a moisture barrier. May 9" x36' rolls be used as a secondary water 9" x 75' rolls barrier to seal roof deck systems. 12 "x36'rolls 12 "x75'rolls 18" x 75' rolls 36" x 75' rolls EVIDENCE SUBMITTED: Test Agency Test Identifier Test NanelReport Date PRI Asphalt Technologies, Inc. GAF-026 -02 -01 ASTM D 1970 03/26/2002 PRI Asphalt Technologies, Inc. GAF - 026 -02 -01 ASTM D 1970 03/26/2002 PRI Asphalt Technologies, Inc. GAF-027-02 -01 ASTM D 1970 03/26/2002 PRI Asphalt Technologies, Inc. ELK-311-02-01 ASTM D 1970 09/11/2007 NOA No.: 07- 1010.19 Expiration Date: 07/05/12 Approval Date: 11/29/07 Page 2of4 APPROVED ASSEMBLIES: Deck Type l: Deck Iescaipti nn: System E (1): Base Shit: Membrane: Surfacing: Deis Type 1: Deck Itio System E(2): Separator Sheet: Membrane: Surfacing: Deck Type 1: Deck Description: System E (3): Spry Water Barrier: Base Sheet: Surfacing: Wood, non - insulated 19 / 32 " or greater plywood or wood plank Anchor sheet mechanically fastened deck, membrane adhered. One or moreplies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck With approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. One or more plies of WeatherWatch ®, StormGuard® or I ibertyrm SBS Base self - adhering membrane with a minimum 3" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling t membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with WeatherWatch® and StormGuard® is acceptable. Approved Roofing Assembly. Wood, non - insulated 19/32" or greater plywood or wood plank Membrane mechanically fastened to deck 4)111{`0 41 or more plies or GAF Ply 4, Flex Ply 6, Rosin Paper, ASTM D 226 Type I or T , II loose laid. One . plies of WeatherWatch®, StormGuard® or Libertyni SBS Base mechanically fastened with a minimum 3" side lap and a 6" end lap to deck • u: the separator sheet with approved nails and tin caps 6" o.c. at the laps and two a. • rows 12" o.c. in the field of the roll. Approved Roo I I I Assembly. Wood, non-insulated 19 / 32 " or greater plywood Anchor sheet mechanically Install a minimum 4" wide adhering membrane over the joints o of the lase sheet Do not overlap end be butted firmly side by side, flush with leave the StormFlashml, WeatherWatch® or than 30 days without a roof deck protection secondary water barrier. One or more plies of ASTM D 226 Type II or ASTM side lap and a 6" end lap mechanically fastened to deck tin caps 6" o.c. at the laps and two staggered rows 12" o.c. Approved Roofing Assembly. deck, membrane adhered. hTM, WeatherWatch® or StorinGuard® self - plywood roof deck prior to installation joints. All side and end laps should other but not overlapped. Do not ® exposed for more yment protecting the 26 with a minimum 4" approved nails and field of the roll. NOA Na.: 07 1010.19 Expirafion Date: 07/05/12 Approval Date: 11/29/07 Page 3 of 4 LIMITATIONS 1. Wire cla cation is not part of this acceptance. 2. W rWatch ®, StormGuard ®, Libertylm SBS Base and StormFlash shall not be used as roof tile underlayment. 3. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable budding code. WeatherWatch®, StormGuard ®, Ltibertf m SBS Base and StormFlash shall be installed in strict compliance with applicable Building Code. 4. WeatherWatch®, Stor uard ®, Libertfm SBS Base and StormFlash nembnmes shall be applied to a smooth, clean and dry surface with deck free of irregularities. 5. WeatherWatch®, StormGuarde, LibertyTM SBS Base and StoninFlash des shall not be applied over an existing roof membrane. 6. WeatherWatch®, StonnGuard ®, Libertym SBS Base and StormFlash shall not be left exposed as a temporary roof for longer than 30 days of application. 7. WeatherWatch®, StorinGuard ®, LibertyT' SBS Base and StormFlash may be used with any approved roof covering Notice of Acceptance listing WeatherWatch®, StonmGuard ®, LiibertyTM SBS Base and StarnFFlash as a component part of an assembly in the Notice of Acceptance. If WeatherWatch®, StormGuatd ®, LibertyTm SBS Base and StormFlash are not listed; a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami Dade County Product Control Dailintncnt for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 8. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application 9. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 10. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 11. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 12. All membranes shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami-Dade County Product Control Approved" or the Miami Dade logo. END OF THIS ACCEPTANCE NOA No.: 07- 1010.19 Expiration Date 91105112 Approval Date: 11/29197 Page 4 ef 4 MIAMbDA[lE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® A11160 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 m 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 JFrge L. Acebo. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA Noy 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® AHI60 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dhnensions Test Specifications Polypro® AH160 N/A TAS 101 Foampro® RTF1000 ProPack® 30 & 100 PHYSICAL PROPERTIES: Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content N/A N/A Product 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. 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 IbsJft. 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Perm / Inch +0.07% Vohnne 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. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 1 257818 -1PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25 -7492 SSTD 11-93 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739-062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9-1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109-2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 • 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer-to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tie 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 the adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. i1 ! W 12 . ; F = MS NOA No.: 06-0201.02 'Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34/pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 INSTALLATION: 1. Polypro® A11160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® 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® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance dined in compliance with Miami -Dee County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tie assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® A11160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approve and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determine at calibration. No other settings shall be approved. 6. Polypr a A11160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AHI 60 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® A11160 has been dispensed. 9. Polypro® A11160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tie profile requires the specific placement noted herein. LABELING: All Polypro® A11160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 4 of 7 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 THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7 January 24, 2006 Haxem Shaalnab Atlas Roofing Re: Undcriayane.t Labdisg Dear Hazen. IIaderlaymeots sock as a 30 or 90 or asphah axe not enforced to have as NQA. Tbc produgt nest have the "Yellow' stripe on it to designate tbit it meets the requirements of AVM D27.6 Type I. Type II orASTMDI97O Regards. Alex Tigpra Rooting Plana Examiner Product Control es ------ -.,..b -- IW /LQOd avo ZOOZ EZ ICI' MIA1115-DASECOUNMFIMODA INEMODADEFFAGUIRBOIWING BOUBMIOCOMNIMONISSOCIMEIW mormatlitante I possum > q contaicsoaucomsemerms Messaur aisaus _x 9IQ AIddIS AgaflOT1111 constacmaimeaceastat paasss;g arac= matemiceetanLanmem paves-um Fup . TGDY.R10689 - Prepared. Roofing Accessories Page 1 of 1 ONLINE CERTIFICATIONS DIRECTORY Page heat GAF MA's *era CORP 1361 ALPS RD WAYNE, PII 07470 USA TGDY.R10689 Prepared Roofing Accessories Prepared Roofing Accessories R10689 Asphaltic uuerlayment accessory — "GAF Shingle an asphalt saturated organic felt for use in the installation of pass A asphalt glass fiber mat shingles and Class C asphalt organic felt shingles. Asphaltic underlayment aaoeeneory --- Weimer Watdh Wad Underlaymenr, 'Starner ard' and "Tile- t4ate° modified asphalt coated glass mat underlayment for use m the Installation of Class A asphalt gds fiber mat shhhgles and Class C asphalt oceanic felt shingles. Asphaltic undedayment awry — 'UnderReor modified asphalt coated polyester mat reinforced hrnderlayment for use in the halation of Class A asphalt glass fiber mat stdurgles and Class C asphalt organic felt shingles. Unsaturated undedayment accessory —' gle-Mate' or 'Heavy Duty Utllby Fes* a water vapor permeable stthstrate composed of organic and inorganic fibers bound with asphalt and other pelymedc materiels, for use In the installation of Mass A asphalt glass fiber mat shingles and Class C asphalt organic felt shingles. Chart — cold application cement designated 'Asbestos free Cold Method Cement" for use in the ihstallation of this manufachurea's Class C rod roofing. Shingle detidng awry — '1nsu1- Air' roof Insulation covered with field app& 3/8 M. minimum t ldc rtonveneer *PA rated sheathing for use rah Class A or C aspialt Mass-mat or asphalt ornate shingles. Shingle deddreg earessery - Synthetic Breathable Undertaymenr for use In the installation of Class A ashiett glass fiber mat shingles and Cis C asphalt organic felt shingles. on 2007 -01 -22 Qtakaira 0 ire Ton The appearance nc a of a company's name or product in this database does not in ltseff assure that products so (dentifted have been manufactured ham UL's Follow-Up Service. Only those products bearing the UL (Nark should be considered to be listed and covered under UL's Follow-Up Service. Always look for tie Mark on the pry UL wads the reproductam of the material contained In the Or me Certification Directory subject to the following condition= 1. The Guide Intmrnadmh, Designs andlor Usbhgs (files) oust be mesented In their entirety and in a rpal -mideading manner, col hout any mant{gtlatan oft the data (or drawings). 2. The statement 'Reprinted fume the Online Certifications Directury with permission from Underwriters Laboratories Inc.' must appear amt in the exbacted material. In addition, the re ,iii ded materia! the beanie a copyright notice In the following format "Copyright CI 2007 Underwriters laboratories Inc: ?' An Independent organization working for a skier world wife integrity. precision and knowledge. L! , lF L k C . ,►t.1' 101 Will Alt \ \V�,1kY1Hi! mhtml•file: //C :\Documents and Settings\Owner\Desktop \Cliris Treat\Permit Info \UL GAF ... 7/23/2007