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RF-07-1103BUILDING PERMIT APPLI FBC 2004 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 FEB 2 3 2009 Permit Nog 5 11— l I &3 Master Permit No. Permit Type (circle): Building Plumbing Mechanical Owner's Name (Fee Simple Titleholder) Kenn efiN. Sk,11 Phone # I ( 5-r'" Owner's Address 3 t i Iv o °1 5e City 14tA i S Coro State FA Tenant/Lessee Name Zip 3313)/ Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO /PARCEL# /t )--4i40 i547 61) Is Building Historically Designated YES NO Contractor's Company Name Ob )LJV' iiO -" j 4) Phone # 45 '5 / 7%5-7-- -- 6< Contractor's Address ' (3-4 Pc c 5? 77 I City 4 (ilto J i,1..5 State Zip „?3/.72c . Qualifier Name 21/7-491 r9 7) 0 6er2 D Phone # 6( 71 State Certificate or Registration No. 0( l(3 ) 4 Certificate of Competency No. k/ �373r. Architect/Engineer's Name (if app able) Phone # Value of Work For this Permit $ od' Square / Linear Footage Of Work: R4 7 7 Type of Work: ['Addition ['Alteration ONew Describe Work: epair/Replace D Demolition 1• ***** 4* * * * * * * * * * * * * * * * * * * * * * * * * * * * ** pees***** ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $0r CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job, site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatur Signa Owner or gent V Contractor The foregoing instrument was acknowledged before me this /j. % The foregoing instrument was acknowledged before me this o�f� day of re6 ,20 (4 ,by , day of ! ,20 ,by f , who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: �� as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Print: ��+� j '� / r .� 1.16C-STATE �B�A My Commission Expires:' ""'}. My Commission s: Y P " , ti Catherine A. Duffi Y►� * * * + * " * * ** Sit4, i�& Sj$* ,r�r * * *�r *�r *x *,��r * *,�,r * *�r�r ti@Itl * *,r* 6q.N�, awes: MAR. 07 2013 a°rr°spr�veTTarrrcc¢� �C+�om,missn #DD85 84fl IDze. ' % 4caminer APPLICATION APPROVED BY: (Revised 02/08/06) Engineer Zoning STATE OF norm A, 1H_RERYCERTiF1tha th, 1es uh� ye�fPfd df D20 Ci NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. it 3, 0 4 x/ 3 (7t'' o 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. 1. Legal description of property and street/address: 5 6 ( AI q -1 114 re 111111111111111111111111111111111111111111111 CFN 2009R01 51533 OR Bk 26771 Ps 0314 tips) RECORDED 03/02/2009 15:05:59 HARVEY RUVIN, CLERK. OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE S � 33! 3 2. Description of improvement: �� o o -Pr tt` twiltrk 4 ( I-cc) e (riy (64 "W 3. Owner(s) name and address: gets C .f( (S Aok Interest in property: A./ LL Name and address of fee simple titleholder: �~ 4. Contractor's name and address: QbPki a w- K 14 r t + 1 "I 3 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differ; • _ _ - 's spe ied) SighatUte Print Owner's Name 4-to C eCA t '1-L- Sworn to and subscribed before me thisc7 day of Notary Public (& .e-e- Print Notary's Name GrV ef-i �aD My commission expires: 123.01.52 PAGE 4 5/06 r6 ,2069. Prepared b 14- 4r)' -e- 4 Address:' - w , (7 ,lkt( J 146PC5 NOTARY PUBLIC -STATE 0 Commission # DD357$41 Expires: MAR. 07, 2013 BONDED TBBII mum KITMI G 044THC. DA 33 3 j • • • •• • •••• '.Rags 1 of .1 • • High Velocity Hurricane Zone Uniform Roofing Permit MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRON! INSTRUCTION PAGE • r' vt* • L • 1.d. • COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT ""• • APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW. Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A, B, C 1,2,3,4,5,6,7 Prescriptive BUR RAS 150 A, B,C 4,5,6,7 Asphaltic Shingles A, B, D 1,2,4,5,6,7 Concrete or Clay Tile A, B, D, E 1,2,3,4,5,6,7 Metal Roofs A, B, D 1,2,3,4,5,6,7 Wood Shingles and Shakes A, B, D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQU,,_ D • • • • • • .• • • • • • IMCFCEVRIT it II FEB 2 3 2009 jUl 1. Fire Directory Listing Page 2. From the Miami -Dade County Notice of Acceptance ► NOA Cover Sheet ► NOA Specific System Description ► NOA Specific System Limitations NOA General Limitations k Applicable Detail Drawings Miami S ores if'age SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS 3. Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5.. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Appendix " F" Form) Re- roofing or Repairs Only 7. Any Required Roof Testing /Calculation Documentation Any other additional data reasonably required by the Building Official to determine the integrity of the roofing system. Page 1 e 11'f P1 A11•1 "Dell "Deliversing Excel" ee Day" SECTION 1524 MGR VELOCITY IRIRRICANE ZONES REQUIRED OWNERS N 1524.1 As it pertain . to this section, it is the responsibility of plain to the ownet the content of the 11 ng govern the mlnimum r h Ily, the following items should owner's initial in the adjacent box indlia •••• • • ••.• .. • • • • • •. •.•••• O.•.• •.••• • • 1S'••, 1. Aestb •Waiasship: The workmanship provision: Zone) are for the pose of providing that the roofing system meet perforoe standards. Aesthetics (appearance) issues are not a con provisions. Aesthetic issues such as color or architectural appearanc e addressed as part of the agreement between the owner and the contractor. 2. R euaili a g Wood :irks: When replacing roofing, the existing wood roof dcc rday ha to be hailed in acco with the current provisions of Chapter 16 (Hi 9 V Zones) of the Florid B Wins Code. (The roof deck is usually concealed prior to removing the will roof system). kW/ rc sio ip of a zoning ode, should 3. C R E e on Roo ti; Common roofs are those which have no visible delineation between i hboring fits (Le. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or o f ear should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the op ►'on of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the origna roo , -fing system is removed. Ponding conditions should be cotrected. !� 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance the Florida Building Code, Plumbing. M 7. ! el n: Most roof structures should have some ability to vent natural airflow through the interk of the structisetnijr (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner's /Agent's Signature: Contractor's Signature: Property Address: Date: Permit Number: /1 "3 MIAMI�D BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Clay Forever, LLC. 6801 NW 77th Ave Miami, FL. 33166 • • • • •• • •••• •••• • •• • • • • .• • ••• • • • • • • • • •••• • • •• MIAMI - -DMI COUNTY, FL.QRIDA METRo.o6 i T LAGL?R. JILDING • • • • o • 140 WEST FLAITREET, SRITE 1603 • • lvilAMI,fLORIDA•36430 -1563 (305) 376 -2904 • FAX t3LI57►05 -2908. •• • • •• • • • • • • •• • • • •••• • • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Altusa Barrel Clay 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 renews NOA 05 -0901.07 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. NOA No.: 07-0919.06 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 1 of 5 • ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: 1. SCOPE This renews roofing system using Altusa 'Barrel' Clay Roof Tiles, as manufactured by Clay Forever, LLC. In Venezuela 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. Roofing Roofing Tiles Clay • . • • • 0. • • .... 0000 0000 0000 . .. • • • • .. • 0. . • • • • SO • ... • • • .. OS • .... • • • • • • • • .. 0. • • 0000 • • .... • .. .. • 0000 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Barrel Tile 1 =18'/2" w =8'h" Y2" thick nominal Trim Pieces Length: varies Width: varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency IBA Consultants, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Specifications TAS 112 TAS 112 Test Identifier 2397 -117 94-083 257869 -1 P0647 -01 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Product Description High profile, two - piece, clay roof tile. For mortar set or adhesive set applications with a nominal 2-Y2" headlap. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report ASTM C 1167 Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 101 (Mortar Set) Wind Tunnel Testing PA 108 (Mortar Set) Aerodynamic Multiplier 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Date 06/28/07 April 1994 Jan. 1997 Aug. 1994 March 1999 March 1995 February 1996 April 1996 December 1996 NOA No.: 07- 0919.06 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 2 of 5 • • • • • • • • • • • • • • 3. LIIITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shill be perform pit• • accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to pd i am •• • • •• 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 underlaynent 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 unless stated otherwise by the underlayment perpendicular to the roof slope 3.6 This acceptance is for wood deck applications. Minimum cdeck equiremeentsteshallebe in compliance with applicable building code. 4. INSTALLATION 4.1 Altusa 'Barrel' Clay Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 120. 4.2 Data For Attachment Calculations • • • • • .. • • •••. • • •••• • • •• •• • • •• • • •••• • .. • • • • .• .• • • • • •• • • • • • • • .• • ••• • • • •• • Table 2: Aer • • amic Multi • tiers - X X (ft Direct Deck Application 0.263 Table 3: Restoring Moments due to Gravi 3 ":12" 4 ":12" 5 ":12" Table 7: Attachment Resistance Expressed as a Moment - Mf (ft Ibf) Tile Profile Barrel Tile for Sin • le P - Adhesive Set S stems The Application Polyioam PojProTM Flexible TileBond an and 23 2 Place 11.8 grams per pan nd 11.rams rams per cap of TileBond. 1 Place 23 . rams . er Minimum Attachment Resistance 177 (Clay tile)' 115 (Clay tile)` NOA No.: 07- 0919.06 Expiration Date: 12116/12 Approval Date: 12/20/07 Page 3 of 5 • • • • • • • • • •••• • • • • • • • •••• •• • •• • • • • • • • • • .• • • •••• • • • •• • • • • • • • • •• Table 8: Attachment Resistance Expressed as a Moment -lit • • • • • for Mortar Set S stems f ibfj • • • _ e• 3 Bermuda Roof Tllelite mortar. 4 Quiokcrete Roof Tile Mortar # 1140. 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 ". SIC 1I► 1I► ALTUSA MADE IN VBEZUELA IDENTIFICATION MARE FOR ALTUSA BARREL CLAY ROOF TILE LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 07 -0919.06 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 4 of 5 • • PROFILE DRAWINGS •••• • • • • • • •••• •• • •• • • • • • • • • • •• • • • • •••• •• • • • • • • • • •••• • •• • • • ••• • •• •• • •• •• • • • • • • • • • •••• • • • • •••• • • ',SI" • • •• • • • • • BARREL CLAY ROOF TILE END OF THIS ACCEPTANCE NOA No.: 07-0919.06 Expiration Date: 12/16/12 Approval Date: 12120/07 Page 5 of 5 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 • • • • • •• • • .•. • - •••• •• • • • • • •• • •••• •• • • • • • • •••• • •• .MiAM l -DADE C04.1,1jTY, FLAItIpe METRO DADE'F4At L$R BULLalr![j 140 WElf $I NGLER STREET, SUITE 16113 • MIAMI, SIAGAIDA 33 13Q J 4305) a75- 2901'. Fite(305) 3I5 -290% •••• • • •• • • • • • •••• 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 rr,ay 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 prpduct 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 JFrge L. Accbo. 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 ad Materials: Polyurethan SCOPE: This approves Polypro® AH160 as manu of this Notice of Acceptance. For the loca applicable building code, does not exceed t compliance with Roofing Application Stan profile roof tiles system using Polypro® moment based system for single patty plac PRODUCTS MANUFACTURED B Product Dimensions Polypro® AH160 N/A Foampro® RTF 1000 ProPack® 30 & 100 N/A N/A PRODUCTS MANUFACTURED BY Any Miami -Dade County Product Control list moment resistance values with the use o PHYSICAL PROPERTIES: Pro Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability AST AST AST AST AS AS Closed Cell Content AS sive • • • • • •• • •••. • • •... •••• • • • • • • • .• • •• • • • • • • .. • ••• • • • • • •• • •• •• • • • • • • •••. • • • •••• • • 0 •• • • •• •. • ••.• ctured by Polyfoam Products, Inc. as described in Section 2 ns where the design pressure requirements, as determined by e design pressure values obtained by calculations in and RAS 127, for use with approved flat, low, and high 160. Where the attachment calculations are done as a ment, and as an uplift based system for double patty systems APPLICANT: Test Specifications TAS 101 OTHERS: ccepted Roof Tile Assembly having a current NOA which Polypro AH160 roof tile adhesive. Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment est Results D 1622 1.6 lbs. /ft.3 T) 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise D 1623 28 PSI Parallel to rise D 2127 0.08 Lbs./Ft2 E96 3.1 Perm /Inch D 2126 +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @,158°F., 100% Humidity, 2 weeks D 2856 86% Note: The physical properties listed abo e are presented as typical average values as determined by accepted ASTM test methods a + d 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 A8encv Center for Applied Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Te t Identifier #94 -060 2 7818 -1 PA 5- 7438 -3 5-7438-4 5- 7438 -7 5 -7492 - 589 -631 01 01 -6 70 5 5 52 5 5 5 5 5 5 52 LIMITATIONS: 1. Fire classification is not part of this ac rating. 2. Polypro® A11160 shall solely be used 3. Minimum underlayment shall be in cot 4. Roof Tile manufactures acquiring acc their tile assemblies shall test in accord 5. Roof Tile manufactures acquiring ac - their tile assemblies shall test in accord F W F'= MS 637 -92 6743 -011 39-062b[1] 0.02.96 -1 8454 -2 -1 454 -9 -1 454 -10 -1 0109 -1 0109 -2 0109 -3 0109 -6 0109 -7 0191 -1 109 -2 -1 • • • • • •• • • •••• • • • • •• • • •••• •• • • • • • .• • • • • • • • • • • • • •. • •.• • • • • • •• • .• •• • • • Test N amRe�o1•t • TAS 101 •.�• TAS 101 SSTD 11 -93 SSTD 11 -93 SSTD 11 -93 ASTM D 1623 • • • 94it?94 • 2,11.6196 10/25/95 • • • • • • 11/02/95 12/12/95 02/01/94 ASTM E 108 04/30/93 ASTM E 108 ASTM E 84 TAS 114 11/16/94 01/16/95 03/14/96 TAS 101 10/23/98 TAS 101 12/28/98 TAS 10I 03/02/99 eptance. Refer to the Prepared Roof Tile Assembly for fire rich flat, low, & high tile profiles. pliance with the Roofing Application Standard RAS 120. tancc for the use of Polypro® AH160 roof tile adhesive with nee with TAS 101. tance for the use of HANDI -STICK roof tile adhesive with nce with TAS 101 with section 10.4 as modified herein. NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04/13/06 Page 3 of 7 • • INSTALLATION: 1. Polypro® AH160 may be used with resistance values with the use of Pot 2. Polypro® A11160 shall be applied i corresponding Placement Details no the use of Polypro® AH 160 shall pr based system, to meet or exceed the County Roofing Application Standa tile assembly NOA 3. Polypro® AH160 roof tile adhesive Roofing Application Standard RAS Instruction and Maintenance Bookie 4. Installation must be by a Factory Tra Products, Inc. Polyfoam Products In having jurisdiction. 5. Calibration of the Foampro® dispens The mix ratio between the "A" comp 1.15 (A): 1.0 (B). The dispense time determined at calibration. No other s 6. Polypro® A11160 shall be applied wi equipment only. 7. Polypro® AII160 shall not be expose 8. Tiles must be adhered in freshly appli Polypro® AH160 has been dispensed 9. Polypro® AH160 placement and min Details' herein. Each generic tile pro Table 1: Adhesive PI Tile Profile • • • • •••• • • • •• • •• • • • • • • • • •• • • • • •••• •• • • • • • • • • •••• • •• • • •• •• • ••• • • • •• • any roof tile assembly having a curreeit I'Ot that lis s gplift • ro® AH160. • • •••••• • compliance with the Component Ap• • MicAti$n section sad the • • ed herein. The roof tile assembly's adhesive attac irewith vide sufficient attachment resistance, expressed as an uplift plift resistance determined in compliance with Miami -Dade s RAS 127. The adhesive attachment data is noted in the roof nd its components shall be installed in accordance with 20, and Polyfoam Products, Inc. Polypro® AH 160 Operating ned'Qualified Applicator' approved and licensed by Polyfoam shall supply a list of approved applicators to the authority ng equipment is required before application of any adhesive. nent and the "B" component shall be maintained between 1.0- shall be set to deliver 0.0175 to 0.15 pounds per tile as ttings shall be approved. h Foampro RTF1000 or ProPack® 30 & 100 dispensing permanently to sunlight. d adhesive. Tile must be set within 2 to 3 minutes after un1 patty weight shall he in accordance with the 'Placement le requires the specific placement noted herein. cement For Each Generic Tile Profile • • • •• Flat, Low, Hi h Profiles High Profile (2 Piece Barrel) Flat, Low, High Profiles Flat, Low, High Profiles LABELING: . All Polypro® AH160 containers shall co ply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMEN i S: As required by the Building Official or appli •able building code in order to properly evaluate the installation of this system. Two Paddy Weight per paddy Min. 1 ams) N/A 17 /side on cap and N/A 34 /pan 24 N/A 8 NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 4 of 7 ADHI!.S YE PLACEMENT DETAIL 1 SINGLE PATTY • • • • • • •• • •• • • • • • • •• ••••• • •••• • • • • •• •• • • • • • • • • •••• • •• • • • ••• • • • • • •• •• •• • • • • • • • •••• • • • • 1) Place enough adhesive to achieve 11 to 29 Ptianel2s41, square inches in contact with the pen tile "1'1FR=e warms 2) rum covers upsfrle down. Flan adhesive 1t2 tit To 1 UG From outsWe edge oI cover file. Then Inaba the tile. Underloyment R lop portion of the eave course cover Ule. Abut to second course of pen tiles. Ensure tare end of pan and cover fifes are gush at gave One. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 •••• • • • • • • • •••• • •• • •• • • . • • • •• • • • • •••• •• • • • • 1 • • • •••• • •• ADHE IVE PLACEMENT DETAIL 2 • • •� • . ••••. •• .. •.. • SINGLE PATTY • • • • • • • • • • •••• • • • • •••• • • • • • •• • • •• • • • • • •••• NOA No.: 06- 0201.02 Expiration Date: 0S /10/11 Approval Date: 04/13/06 Page 6 of 7 Nail through plastic cement ADHF,SIV D Paddy (between tile) Paddy (under tile) PLACEMENT DETAIL 3 UBLE PATTY •••• • ` • • • • • 0000 • •• • •• • • • 0 • • • •• • • • • 0000 •• • • • • • • • 0 •••• • •• ••••• •••0•• • •.• •.•••' • • • • • •• •• •• • • • 0 • • •••• • • • • • • • e••. •• • • Nail through plastic cement Underlaymont 1 • •• • • • • • • •••••• • Single paddy under tile Single paddy between file 2 In. x 7In. medium size paddy eave course only Single paddy on under. layment Eave Course Fascia Wei** Eave closure Drip edge Nail through plastic cement Eave Closure 2 In. x 7 in. medium size paddy eave course only Fascia END OF TH S ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7 • Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT PERMIT #; 07— I1 O DATE: dtubilaj Contractor ❑ Owner ❑ Architect From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: 1 PERMIT CLEARK INITIAL: RESUBMITTED DATE: PERMIT CLEARK INITIAL: M - ' 1 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PE-2RIMIT NO. (-)1 TAX FOLIO STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real [Dapperly, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 111111111111111111111111111111111111111111111 CFN 2007R0546029 OR Bk 25661 Ps 0292; (1ps) RECORDED 05/31/2007 12334d7 HARVEY RUVINp CLERK OF' COURT MIAMI-DADE COUNTY' FLORIDA LAST PAGE 1. Legal description of property and street/address: _ 34,1 NE qtr 5 r- 404c ,oair:ftf 2. Description of improvement: S- 3. Owner(s) name and ddress: 451& 5.n.4, & E /7 -5 7". 4 ff—c4 4 3. 3i3g Interest in property: • e, fru Name and address of fee simple titleholder: 4. Contractor's name and address: _ 1 . '70.1 • d eqta 6. Surety: (Payment bond required by owner from contractor, if any) Name and address:___ Amount or bond $ 6. Lender's name and-address: ttolit,„e, s &L3JLf 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., Floricratutes, Name and address: 8. in addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. ation date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a difteren ate Scifjed) Print Owner's Name Sworn to and Subscribed before me this day of _ Notary Public _ Print Notary's Name iviy commission expires: 123.01-62 PAGE 4 10,04 5yek-phrA- P. NOTARY PUILTC.STATE OF fig:RDA D. ART co.%. DD4-03308 EXPIRES, 02, 2009 Bon Thru Atlantic Bonding Co., Inc., Prepared by 20 07. q.leog ryteteLok /71 orito c7f, c....ou?4-ry or DADE ,„. 1 rov a t/ Cf A Cf) 1- DAVID A. DACQUISTO, AICP PLANNING & ZONING DIRECTOR Yfliarni Slwre� ?iLqe DEVELOPMENT ORDER File Number: PZ06 -0824 - 01 Property Address: 361 NE 97th St. 10050 N.E. SECOND AVE. MIAMI SHORES, FLORIDA 33138 -2382 Telephone: (305) 795 -2207 Fax: (305) 756 -8972 Applicant: Kenneth Smith (Owner) Address: 361 NE 97th St. Miami Shores FL 33138 Agent: Mark Campbell Address: 373 NE 92° St. Miami Shores FL 33138 Whereas, the applicant Kenneth Smith (Owner) has filed an application for site plan review before the Planning and Zoning Board on the above property. The applicant sought approval as follows: Site Plan Review, Sec. 600, Site plan approval — addition to historic residence, garage conversion. Whereas, a public hearing was held on August 24, 2006 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) Applicant to obtain a building permit before commencing work. 2) Applicant to meet all applicable code provisions at the time of permitting. 3) Maid room shall not contain housekeeping or sleeping accommodation. 4) Color -Thru tiles to be utilized. Page 1 of 2 5) A covenant assuring the property is used only for a single family purpose is recorded with the property. Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami -Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. The application with conditions was passed and adopted this 24th day of August, 2006 by the Planning and Zoning Board as follows: Mr. Abramitis Yes Mr. Ulmer Yes Mr. Reese Yes Mr. Sastre Absent Chairman Fernandez Yes 3Q 1 911(,i)6 Date /67., Chairman, Planning and Zoning Bo Page 2 of 2 CERTIFICATE OF APPROPRIATENESS ADDRESS OF PROPERTY: 361 N.E. 97th Street NAME(S) OF APPLICANT(S): Kenneth Smith APPLICATION DATE: (Date Application Received by Village Clerk) 07/07/06 CERTIFICATE OF APPROPRIATENESS REQUEST FOR: Request approval to construct an addition to the home of approximately 471 square feet to add a master suite. Replace 2"d story posts and railings, and rotted windows and doors as necessary. New installations will match the existing materials in order to maintain the integrity of the historical features of the home. Plans are on file with the Planning & Zoning and Building Departments. Request approval to install a new tile roof. New tiles will match the tiles currently on the home and are on order. BOARD DECISION: APPROVED APPROVED WITH CONDITIONS DENIED SIGNATURE & TITLE 1// /tW a DATE: ZOk6 1CO ) CERTIFICATE OF APPROPRIATENESS ADDRESS OF PROPERTY: 361 N.E. 97th Street NAME(S) OF APPLICANT(S): Kenneth Smith APPLICATION DATE: (Date Application Received by Village Clerk) 07/07/06 CERTIFICATE OF APPROPRIATENESS REQUEST FOR: Request approval to construct an addition to the home of approximately 471 square feet to add a master suite. Replace 2nd story posts and railings, and rotted windows and doors as necessary. New installations will match the existing materials in order to maintain the integrity of the historical features of the home. Plans are on file with the Planning & Zoning and Building Departments. Request approval to install a new tile roof. New tiles will match the tiles currently on the home and are on order. BOARD DECISION: APPROVED APPROVED WITH CONDITIONS DENIED SIGNATURE & TITLE /`(/ iav a DATE: Z01/ ri r lade coNfrkik---- 164 Miami Shores Village MAY 2 9 200/ i) Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. l\ 1 1 116/ BUILDING PERMIT APPLICATION FBC 2004 Y: oo ®mmoo®® Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) eV Phone # eAs- q Owner's Address 56 I eiP, 9r s re -- City , 4m ,c• o /AT State frL Zip 5 / 3f Tenant/Lessee Name Phone # Job Address (where the work is being done) i4 /. /IA- Or v280 r City Miami Shores Village County Miami -Dade Zip 3 3/ 3.g? FOLIO / PARCEL # Is Building Historically Designated YES ibe NO Contractor's Company Name 2'►/5A, 144} Roo�/.7/ Contractor's Address / 4.1Z 4 Ai y, City,1404tml jr{'e;,2f y" State "7. Qualifier Nan ,1, fP.t oj- State Certificate or Registration No. (d e ( e/ Phone # r f.r7. -.2 7.1. Zip 33/.3f 4 /o / Phone # 65eAr %J'"% 026 a Certificate of Competency No. 6,4424 6 i-4' Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ ,S—‘76° Type of Work: Describe Work: al.1 at t E J7 /N' ['Addition ['Alteration bit Square / Linear Footage Of Work: de-79 ['New • met Repair/R.eplace 0 Demolition 41.0,4c(( t21,‘ ; * *' * ice ytI * * * * * * * * ** ;( *** * ** *** Fees * * * * **** ** * *** *** * * * * * * * ** * * * *** * * * * * * * **** � a a 410 Submittal Fee $ Permit Fee $ ��//''�� Notary $ C0 r ! L O Training/Education Fee $ 1 ! Scanning $ Radon $ oO Bond $ DPBR $ CCF $ 33.(00 . CO /CC Technology Fee $ 4 .50 Zoning $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ (aCt . Jl) 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 ' ttachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which curs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approve ... a reinspe _,till be charged. Owner or Agent The foregoing t was ackno edged before e this day of 1 i, by The for ggoin, ) y of, Contractor ent was acknow . ged before m 207 , by 411RAIr who is personally known o me or who has produced who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: as identification and who 'did take an oath. NOTARY UBLIC: Sign: t t Sign: Print: (A-7"%' (p.414 ! t° �F% 1� •. Print ; My Commission Expng f w $ Ckn 4 * * * * * * * * * * * * * * * **te � rsr -7 _"� :4cca� Y ****** ** **r*** * x e,rY4 .41`qt:i* 4.�as24:: :G L* * '6tac—t i **** **** * *rx*** * * ** ** APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer Zoning ROOF ASSEMBLIES AND ROOFTOP STRUCTURES • • •• • • • ••• • •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • ••• • • y -r 774' 7 Y p" °c =pmt" �=A MAY 2 9 2007 Florida Building Code Edition ?044. • ••• •• • ay: High - Velocity Hurricane Zone Uniform Permit Appiicailioi►4 orm. • •• • • • • • • • • • ••• •• • • Section A (General Information) • Mas Co J .. • • • •• ••• •• Process N8. • • • • • • •• • • • • • ••• •• 129. Low Slope ❑ Asphaltic Shingles ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof '4:Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) #6i Steep Sloped Roof Area (SF) 2i /8 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. ®- Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes ❑ Repair ❑ Maintenance Total (SF) „7lv 79 tg mummilliMMNIMurammamommimm 111111 41111111111112111=4111111EIMINIIMMINIMEN i mmummaimmilmmammommaum milimmlummommammummarm- mmommummarsigummirmtig 1 11111MMINIMMEIMENIMMIIIIMIEMER STA AND UMW RULES AND REGULATIONS N 15.32 ALL FLORIDA BUILDING CODE — BUILDING • • HOOF AASEripL 8 nib ROOFTOP STRUCTURES •• •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • ••• Florida Building Code fditipn 2004 • • ••• • .. High - Velocity Hurricane Zone Uniform�4mZt. tpplicatIen Fo gin! • • • • .' • • • • • • • Surfacing: 'Z`>"� � / Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA ") System Manufacturer: 4 Product Approval No.: £) ' pP � ,_ Design Wind Pressures, From RAS 128 or Calculations: Pmax1: Pmax2: S'& 4 Pmax3: /4- Max. Design Pressure, from the specific Product Approval system: 4-2..r– Deck: Type: or 44-xe Gauge/Thickness: Slope: Vi a Anchor /Base Sheet & No. of PIy(s):it Anchor /Base Sheet Fastener/B nding Material: iire Insulation Base Layer: 14' Base Insulation Size and Thickness: Base Insulation Fastener /Bong Material: Top Insulation Layer: ./'� Top Insulation Size and Thickness: i/4 Top Insulation Fa ener /Bonding Material: Base Sheet(s) & No. of PIy(s): G'Ai/rsr,i ud Base Sheet Fastener /Bonding Material: Ply Sheet(s) & No. of Ply(s): Q " FIF► "0/, Ply Sheet F r /BondM4dt 1J: ly ,( Top Ply: CfrF , life cis Top Ply Fastener /Boding teri 1: .jt .fed 1` a r FLORIDA BUILDING CODE — BUILDING Fastengt Spaging,for•A.nca ®r/Base Sheet Attachment: • • • • • • • • • • c1c Lai,'�r Rolls =* @ !`~ " oc • • • • • • „- Perimeter: 6 " oc @ Lap, # Rows 3 © C " oc Corner: 4 " oc @ Lap, # Rows � @ " oc Number of Fasteners Per Insulation Board: Field: •• Field " Perimeter Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit er4wee,"; A-woo isi trz -i- iti4e /%r ifarieeic goAeliwd 4.6444016 °1/4-'J lotti6(a.,0%4r i�..�v..... of y<rrb� �p'se 44' p t' Ole iz "% 4-44ilar Meow illoot "ViefiytaiS ca /c AePlew Parapet Height Mean Roof Height SZ.1 44 —62.4 v8,41- viz, 0. -1 r9rAttorekid- I Frf x fw �/� --- f r 7't- �r-4t>a' . e.,��rf. 1 rJ:l�a yz� 15.33 peiy fcgoi ROOF ASSEIVIBLIESAD ROOFTOP STRUCTURES • mo 0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • , • • • • - • • • • • • • • • • • • • • • • • • • • • • • • • • • Florida Building Code Edition,20DIL ,, ••• • • • ••• • • High-Velocity Hurricane Zone Uniform Permit Appticiatill roPm. • • • • •• • • • :1. •• Section D (Steep Sloped Roof SIrstam) • • • • • • • • Roof Slope: :12 Ridge Veritilation? Steep Sloped Roof System Description Deck Type: itur—oi.gx 1.444, 4 \,‘ Type Underlayment: r 0„, lit 2 40 3.4 \ Insulation: 1 Fire Barrier: 1 Mean Roof Height: 015' '7.1%/PIF 444( \\ Fastener Type & Spacing: f-14 s____At44-0/19(0 f/k \ Adhesive Type: -qc 4 \ Type Cap Sheet: \ Roof Covering: (140st t • 117114 1: 7 Ai/i.' e ( Ftif 44RA:fa/ Type & Size Drip Edge: 1 I 15.34 FLORIDA BUILDING BUILDING CODE — BUILDING Roof System Manufacturer: 4 1- 144 pig_ 114 4- •• • • • • • •• • • • • •• • • • ••• • ••• .. •• Notice of Acceptance Number: -- Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): 7;5,-1 cz,ci4 zz, c 4 r-Sregi 1: gra A.- P2: zit.4,ft( P3: iti, t t y Maximum Design Pressure (From the Product Approval Specific System): /71 Roof Slope: :12 Ridge Veritilation? Steep Sloped Roof System Description Deck Type: itur—oi.gx 1.444, 4 \,‘ Type Underlayment: r 0„, lit 2 40 3.4 \ Insulation: 1 Fire Barrier: 1 Mean Roof Height: 015' '7.1%/PIF 444( \\ Fastener Type & Spacing: f-14 s____At44-0/19(0 f/k \ Adhesive Type: -qc 4 \ Type Cap Sheet: \ Roof Covering: (140st t • 117114 1: 7 Ai/i.' e ( Ftif 44RA:fa/ Type & Size Drip Edge: 1 I 15.34 FLORIDA BUILDING BUILDING CODE — BUILDING :pO•t'it F A•S�EilrB1..IS•is Ace RQOFTOP STRUCTURES •: • • • • • • • / • • ••• • • • • • • ••• ea/ Horiaa Ir3aiiding Code Editjoaa0O4 •• ••• High - Velocity Hurricane Zone Uniform Perm 4-.)pltEitidn Boron. •• • Section E Qile Caicuidtibrl3; :•• • • ••• •• • • • • • • • • • • • • 1-or 1loulrut based the s,:,tews, choose either Method 1 or 2. C:oagrae 111., ti :11u', for Rh.11 i11, the v: uus from Alt. If the Alt valuer art.': gr'eatet• that :.a • •• • �• •• rttu.d ti the A1, m(oraarea of 15,, toot. then the tile attaehm ut 11,11103 a at.apudll•• • • • • • Method 1 •'N1 ,,srnt Basco hit.• i' :Jeuration, Per 1QAt 2'• tPt.«414: ,;tc2.Y9_-, 42,•ie_Al_: l °iii .,;tt,t 1. •f'toJtilt 11! •• �S' fit 11,,: '#..Y _ A1, Product Approval NI,: 177 lir jJ� i n c1.4 :_ `�� -Al: 4` 1( :_A1,. �1. Pr'% P:uductApprovai.m.f fy� Aletlu1 1 : "Simplified 1 ire Calculations Per Table 13cl.,tr" Requucd Alonlent of Resistauee ■5lrt Ftonl Pablo 11,Iou I'io.htcl Approval 511 NI, required IVlorrdent Resistance* • • • •• Mean Roof Reign: Description Symbol Where to find Design PIes,ure 1 Roof Slope 1 15' 20' 25' 30' 40' 2 :12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4 :12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 'Blast be used in Conjunction will a list or moment based the system, ondor,ed by the thou aro County Board of Rules and :',ppaals. Ft a: Uplift based tile systems use Aletttod 3. Contparco the value, for F' \vial dt,• v:duc, roc Pr. if the E.\ alues are greater than or equal to the Pc u each awes of the roof, then the tile. attachment nt.ahod is aereptabl:. Method 3 ••5loutem Ba,cd 1 tlr 1,'.dculations Per RAS 127" o, b con Product Approval F' _ Product Approval 1" _ Product Auoru\ 11 F Where to Obtain Information Description Symbol Where to find Design PIes,ure P1 or 52 or 53 RAS 127 Table 1 or by an engineering analysis prepared by Pli based on ASCI: 7 __ _ Mean Roof Height 11 .lob Site Root Slope 8 Job Site aerotRmaims Alultiplier n fr, ■Jurt Approval Restoring Moment due to tlracit B12 Ptuthiet Approval Attaeluuent Resistance A•!t Ptoduct Approval Required Alolltenl Resistant,, 1V1„ Calculated Minimum , ' .11cm Resistance 1" Product Approval RC.1uiiCd Uplift Re,ist:ltler Fr Calculated ,A, t,Be Tile Weight W Product Apptu\at 111,' Uin,,,,,Iltltti 1.- length 55' _ \, oath Product Appro., a1 'ill Caloilattons must be submit ed to the bttllJlll e of 15511 at th' 11111\ Ut perlll11 applieullun. FLORIDA BUILDING CODE - BUILDING 15.35 ••. �� OS•41V1Iel SiIWD ROOF TOP STRUCTURES • • • ••• • • • • • • • • • • • • • ••• • • • • ••• Z 57 ./e Florida Building Code Editign 20 104 • High - Velocity Hurricane Zone Uniform Permit *p ilictlivn lrorry. Section E (Tile Caiculatiotris)•• • •• •• • •• • •••• • • •• • • • • • • • • For Moment based tile systems, choose either Method l or 2. Compare the values for Mr with the values from Mt•. It the Mf values are greater than or equal to the Mr values, for each area of the root, then the tile attachment method is acceptable. • • • • • • • • • • • • • • • •• • • • • •• • Method 1 "Moment Based Tile Calculations Per RAS 121 • • • • • • • • • • • • 1•• •• (P1.,- 44 x a �7 = ! . Y - Mg: t3 = Mri "7sff' 1!!1uct App ?oval /1f 77" (P241), x X .141 -Luna ° - Mg: 3 = Ivir ITT 'f'4" Product Approval Mr (11: P4 x 1 ' �� 1 e � ) _ Mg: 414 YS = Ivli3 Product Approval lvlt 0' 7 Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below _...__. Product Approval Mf Mr required Moment Resistance* Mean Roof Height -+ Roof Slope 4, 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6 :12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based Ole systems 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 rile attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" (P1: x L = w: = _) - W: x cos d = Fi 1 Product Approval F (P,: _____ x L - x w: _ ) - W: _ _ x cos 0 _ = F52 _____ Product Approval F Product Approval F' _ (P3: x L __ _ x w: = ) - W: x cos 0 = Fr3 Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height II Jub Sire Roof Slope 0 Job Site Aerodynamic Multiplier l Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance Mg Calculated Minimum Attachment Resistance Product Approval - Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. FLORIDA BUILDING CODE - BUILDING 15.35 :O )F D•d ►. E DATA P R 1 LO NG ;p ,U,.B ► . ODE 20 FBRC 100 -YEAR, 1 -HOUR PRECIPITATION' .5 INCHES R HQl.1R'• • �0F AR' HQRZONTAL PROJECTED ROOF AREA • = � r_ .'. ••• • • • • • • • DESIGN BASED ON (1.) ROOF DRAINS. • • • •' "' • 34./ DIVIDE BY ('j, PRAJNS T 36 e AREA PER DRAIN • • • •• •• • •• • • • • • • •. • • • • •• •• •• • ••• • • • • • S.F. HGRI N 4J4C?�d•RObF• • • FBRC TABLE '1106.2 S1ZE 0 " VER1 °ICAL 'LEADER lie INCH LEADER AL1OWS ..?4,10e, S.F. HORIZONTAL PROJECTED ROOF AREA.... PER FBPC SECTION 1616.3SIZING OF SECONDARY DRAINS: REQUIRED AREA OF OVERFLOW 'SCUPPERS ('.) Provided ( t ) •• • • • • • ••• •• 54/ Ai, .y7 sr DRAINAGE : DAT . . ... . • • ••. •• •• • • • •• •• • • • • • • • • • • • • • • • ... • • • • • • • . • • . • • ••• • • • • ••• SECTION 1524. ••• ••• ••• ••� CONSID.ERATIONS HIGH VELOCITY HURRICANE ZONES REQUIRED OWES NOTLP'IC4TI4N•FbItf OOFING . . •.•• •• r • • 1524.1 As it pertains to this section, It is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of £l s..sectic . 13rtovisions of Chapter 15 of the Florida Building Code, Building govern the minimum requireniants•artd st4n4lal'ds: t f the industry for roofing system installations. Additionally, the following items should be addr &s9eac as,par:t cif tte.agreement between the owner and the contractor. The owners initial In the adjacent box indtates 4-►at the item has been explained. 1. Aesthetics - Workmanship: .The workmanship provisions of Chapter .15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) Issues 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., b addressed as part of the-agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renaiied in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). � A 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (Le. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be' viewed from below. The owner- may wish to maintain the architectural. appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides . the option of maintaining this appearance. 5. Ponding Water. The current roof system and/or deck of the building may- not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. P- onding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the stiuctural assembly (the building itself). The existing amount of attic.ventiiation shall not be reduced. It may be beneficial t� consider additional venting which can result in extending the service life of the roof. O er's /Ag is Sig z_ ? Date �� - •r's Signature 36'f A-/ 97 .(T • Property Address Permit Number Rev: th20/2005,Computer Services, Building Department 4) aunDiNG CONS COMPLIANCE OFFICE (3OCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Abner (USA), Inc. 6645 NW 77th Avenue Miami., FL 33166 • • 0•0 •• •• • • • • • • • • • • • • • ••• • • • ••• • • •• •• • • • • • • • 4•• • • • • • • • • • • • • ••• • ••• • • • • • • • • • • • • • • • • • • •• • 1 00000 • • • • 1 • • • • • • • • • • • • • • • • ••• •• • • MIAMI-DADE COUNTY, FLORLD.p, ;40•WRST ft21.44 STS4ET„ Burnt. 1603 • VTifi-DAMFLAPPI BUILLING • • es. • • IA/41, FLORIDA. 33130-1363 • • • • oesgsl-noi. 4,4? (sos)lis-nes • • • 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 Cotzty and other areas were allowed by the Authority Having Jurisdiction (AH3). This 4,40A shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Divisim (In Mimi Dade County) andeir the A.H.T (in areas other than Miami Dade Court(y) reierve the right to have this product or material tested for qualiry assurance purposes. If this product or material fails to perforrn in the amspted manner, the m f11ctur U incur the expense of such testing mid the AH.1 may immediately revoke, modify, Or suspend the use of such product or material within. their jurisdiction. BORA reserves the right o revoke this acceptance, if it is determined by Miami-Dade County Product Control Dwieion 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 Hurrtcanc Zone orthe Florida Building Code. DESCRIPTION: Akin* Barret Clay Roof Tile LABELING: Each unit shall bear a permanent label with the menufacnuer's naree.or logo, city, state and Mowing 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 ha been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will mem' after the expiration date or if there has been a revision or change in materials, use, and/or manufacture of the peeeduet or process. Misuse of dais NOA as an endorsement of any product, for sales, advertising ce any other purposes shall automatically terminate this NOA. Fail= to COrttply with any section of this NOA ;hall be ClaiSe for teetniestien and femme of NOA. ADVERTISEMENT: Tice NOA number preceded bythe words Miami-Dade County, Florida, and followed by • the expiration date may be &splayed in advertising literature. If any portion of the NOA is displayed, the it shall be done in its evirety, INSPECTION: A copy of this entire NOA shall be provided to the neer by the manufacturer or its distributors and obeli be available for inspection at the job sat at the request of tie Building Official. This consists of pages 1 through 4. The !Submitted decurrientatiOt w213 reviewed by Frank Zuloaga, RRC 1 OTO] SSV'ON NOEL No.i 02-1115.02 Exptrollattpato 12116/07 ApprovilDate: 17112102 Pagel of 4 178t,BEGLSO2 * 3111 dOOd Ndat188311(.134 ROOFING ASSEMBLY APPROVAL Category: Sab- Cafog©ra Material: Roofing Roofing Tiles Cray • • ••• •• •• • • • • • • • • • • • • • ••• • ••• • • • • • •• • • • • •.. • • • • • ••• • • •• •• • • ••• • • • • • • • • • • • • • • • • • ••• • • ••• • • • • • •• • • ••• •• • ••• • • • • • • • • • • • • • • • 00 • • • •• ••• •• • • • • • • • • • • • • • ••• •• •• • • 1. SCOPE This renews roofing system using Altus* `Barrel' Clay Roof Tiles. as manufactured by Aimtrr (LISA), Ins,, and described in Section 2 of this' Notice of Atceptsnce. 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 DESCRIP'T'ION Nangfi411011.hi Test Product AnUctt `atagyjial SDec1ticatiom Descilatips Barrel Tile 1 "' 18 W TAS 112 High profile, two - piece, clay roof tile. For vi a 8 y," mortar set or adhesive set applications. sh" thick nominal Terra Pieces Length' varies TAS 112 Accessory trim, clay roof pieces for use at Width: varies hips, rakes, ridges and valley terminations, varying thickness Manufactured for each the profile. 2.1 SUBMITTED EVIDENCE: Test AgogY xv,Identiilet The Center for Applied Engineering, loci The Center for Applied engineering, Inc. Redland Technologies Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Welker Engineering, Inc. Walker P-agiueering, Inc. T I•Od GSV'ON 94 -083 257S69-1 P0647 -01 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations TestTnst Name/R_eport Static Uplift Testing PA 101 (Adheeive Set) Static Uplift Testing PA 101 (Mortar Set) Wind Tunnel Testing PA 108 avIartax Sct) Aerodynamic Multiplier 25 -7183 2S -7094 25.749 25 -7581 25- 78046 -8 25- 78044 & 5 2S- 7S48 -6 Pate April 1994 Ian. 1997 Aug. 1994 March 1999 March 1995 February 1996 April 1996 December 1996 NOA No.: 02- 4115.02 Eipiratioa Date: 12(16187 Approval Date: 12/12/02 Page 2 of 4 'BboeGLSB2 + 3111 d008 NU2NH?ld31 I G3W T! : 6d. _ < t"BBt ✓ter.. T • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • .•• • • ••• • • • • • • • • • • • • • 1 LIMITATIONS ••• • • • ••• • • • • • • • • •• • • • • • • • • • • •• • • • • • • • • ••• •• • • •• • • • •• ••• •• • 3.1 Pitt lassification is not part • of this acceptant e. • • • • • • • . • • • • • 3.2 Fez mortar or adhesive set Tile applications, 4 staii1 %e1d r iii lGYt stall }a0 p�Fbrmed in secordence with RAS 106. 3,3 Applicant shall retain the services Of a Miaasi -Dade County Certified Laboratory to perform quarterly lest in ac ordance with TAS 112, appendix 'A'. Such testing shall be submitted to the ]Balding Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4. I herein. 3.3 30/90 hot mapped underleymcut applicatiors may be installed perpendicular to the roof slope unless stated otherwise by the underlayinotrt material manufacturcts publi3hpd 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 Altura ' Barrel' Clay Roo t Tile and its components shall be installed in Suet compliance with Roofing Application Standard RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (1 x w ) iB8rral 1Ha Tabic 2: A4trodynamic Multipliers - 2, ('Ft Tile a, ye) Profile Direct Deck AMMO, ta - Q..•3 Tile Profile Barret Tile Table 3: Restoring Moments due to Gravl 3 ":12" -! 4":12 8"' :12" 5.02 4.95 Table 4: Attachment Resistance Expressed as a Moment - Mr (ft-1bn fur Sin -1s Pa * Adhesive Set B stems Tile pre►flte _ Barrel Toe Tile Application Poi 011 PotyPre Fiexihie TileSond 1 Piece 29 Qtrrr er pan a 29 r rams r ca of Fol Prom 2 Plsee ! 1,B grams per pan and 11.8 crams per cap of lltaBond. , ET0r5 SSt•''ON Minimum Attachment Resistance 177 G18y CCl file 115 y t11eJ NOANo.: 034115.02 E piralon Date: 131I6107 Apprava1 Ti8ttr 12!11/12 Page 3of4 t ereesLsO2 t- Ti I l .00H NdaPltitiN311 Q3b1 TS:00 • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ... • • • • • • • • • • •.• • • • • .•. • • •• • • • • • • .• • • • • •• • •• •y• • • • • • • • • . • • ••• •• • ••• • • • • • • • • • • • • • • Table 4A: Attachment Resistance Expressed as a Moment - Mf(ft-tbf) •• for Mortar SSystarns •• •• ••• ej File Tile • ••' ' •A �t$tlent Profile A, [tr,.a�tlon _ I gieol3ttce.:• Barrel Tile ��t�� Mortar Sel 24.5 21s.g 3 Bermuda Roof Tti•T;ta mortar. __ 4 Ouuiclicret9 Root Tile Mortar # 1140. .- 5. LABELING Ml tiles shell be& the imprint or identifiable markit or the manufacturer's name or logo, or following Altemcnt; "Miaali -bade County Product Control Approved". 6. WILDING PERMIT REQUIREMENTS 6,1 Application for building permit shall be. accompanied by copies of the following.. 6.1.1 Thia Notice of Acceptance, 6.11 Any the documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS 2'106 SSt, ' ON BARREL CLAY Raw Tux END OF TRLS ACCEPTANCE NOA No.: 02-111542 Rrpl rntlon Date: 12!14!0/ Approval Elates 12/12/02 Page 4et4 b8p885L5 ©S F 3111 SOON NtENHdJ131I C3W T6 ® V007-2c /T 8 MIA M I•DADE 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 an The documentation submitted has been reviewed by the Review Committee to be used in Miami Dade County Jurisdiction (AHJ). This NOA shall not be valid after the expiration date sta AHJ (in areas other than Miami Dade County) reserve assurance purposes. If this product or mate_ ial fails to p the expense of such testing and the AHJ may imrnediat material within their jurisdiction. BCCO reserves the ri that this product or material fails to meet the requiremen This product is approved as described herein, and has be Zone of the Florida Building Code. DESCRIPTION: Polypro® AII160 RENEWAL of this NOA shall be considered after a ren change in the applicable building code negatively affecti TERMINATION of this NOA will occur after the expir materials, use, and/or manufacture of the product or proc product, for sales, advertising or any other purposes shall with any section of this NOA shall be cause for terminati ADVERTISEMENT: The NOA number preceded by t the expiration date may be displayed in advertising literat be done in its entirety. INSPECTION: A copy of this entire NOA shall be provi and shall be available for inspection at the job site at the r This NOA renews NOA No.01- 0521.02 and consists of p The submitted documentation was reviewed by Jorge L. • • ••• •• •• • • f • • • • • • • • • • •• • • • • • • • • • • • • • • • • • ••• • • • • • • ••• • • • • •• •• • • • • • • • • • ••• •• f • • ••• • • • • • • • • • •• • • • ••. • I�I13M1!DADE COUNTY, FLORIDA • • ;•. •. MIVIO•DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 •• �'3a • • • FAX (305) 375 -2908 • • • • • • • • ••• •• •• • • regulations governing the use of construction materials. CCO and accepted by the Building Code and Product d other areas where allowed by the Authority Having ed below. The BCCO (In Miami Dade County) and/or the e right to have this product or material tested for quality orm in the accepted manner, the manufacturer will incur ly revoke, modify, or suspend the use of such product or ht to revoke this acceptance, if it is determined by BCCO s of the applicable building code. n designed to comply with the High Velocity Hurricane wal application has been filed and there has been no g the performance of this product. tion date or if there has been a revision or change in the ss. Misuse of this NOA as an endorsement of any automatically terminate this NOA. Failure to comply n and removal of NOA. e words Miami -Dade County, Florida, and followed by e. If any portion of the NOA is displayed, then it shall ed to the user by the manufacturer or its distributors quest of the Building Official. ges 1 through 7 cebo. z_< NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Materials: Roofing Roof tile a Polyurethan SCOPE: This approves Polypro® A11160 as manu of this Notice of Acceptance. For the locat applicable building code, does not exceed t compliance with Roofing Application Stan profile roof tiles system using Polypro® moment based system for single patty plac PRODUCTS MANUFACTURED B Pr oduct Polypro® AH160 Foampro® RTF 1000 ProPack® 30 & 100 Dimensions N/A N/A N/A esive ctured by P ns where th e design pre and RAS 12 160. Wher ment, and as • • ••• •• •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • ••• • • • • • • ••• • • • •• •• • • • • • • • • • • ••• • • ••• • • • • •• • • • •• ' ' • '•' ••• •• •• • ••• • • • • • • • • • • • • • • • • • •• ••• • • ••• • • • • •• • • •• • • • • • ••• •• • • • •• Iyfoam Products, Inc. as described in Section 2 design pressure requirements, as determined by sure values obtained by calculations in , for use with approved flat, low, and high the attachment calculations are done as a n uplift based system for double patty systems APPLICA T: Test S ' ecificatio s TAS 101 PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control ccepted Roo i Tile Assembly having a current NOA which list moment resistance values with the use o Polypro AH 60 roof tile adhesive. Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment P1FIYSICAL PROPERTIES: Pro ert Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content AST AST AST AST AS AST est D 1622 1.6 lbs. /ft.' D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise D 1623 •8 PSI Parallel to rise D 2127 1.08 Lbs./Ft2 E 96 3 l Perm / Inch D 2126 '.07% Volume Change @ -40° F., 2 weeks .0% Volume Change @158 °F., 100% umidity, 2 weeks ASTM D 2856 8.% Results Note: The physical properties listed abo by accepted ASTM test methods a i d are resen.d as typical average values as dete aresubjecl to normal manufacturing variationmined NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agencv Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services LIMITATIONS: 1. Fire classification is not part of this ac eptance. Ref r to the Prepared Roof Tile Assembly for fire rating. Te t Identifier #94 -060 2 7818 -1PA 5- 7438 -3 5- 7438 -4 5 -743 8 -7 25 -7492 - 589 -631 01 01 -6 70 5 52 52 5 5 5 5 5 5 52 637 -92 6743 -011 39- 062b[1] 0.02.96 -1 8454 -2 -1 454 -9 -1 454 -10 -1 0109 -1 0109 -2 0109 -3 0109 -6 0109 -7 0191 -1 109 -2 -1 • • •• •• • • • • • • • • • ••• • • • • ••• • • • • • •• •• • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • •• • • • • • • • • • •• ••. • • • ••• •• ••• • • • • • •• • • • • • • • • • • ••• • • • • • est Narr►e /Re ort • • Date �• LIA:lrol: • 04/08/94 S Tr. : • • 12/16/96 SS'fD 11 -93' "' ' • 10/25/95 SSTD 11 -93 SSTD 11 -93 ASTM D 1623 11/02/95 12/12/95 02/01/94 ASTM E 108 04/30/93 ASTM E 108 ASTM E 84 TAS 114 11/16/94 01/16/95 03/14/96 TAS 101 10/23/98 TAS 101 12/28/98 TAS 101 03/02/99 2. Polypro® A11160 shall solely be used 3. Minimum underlayment shall be in co 4. Roof Tile manufactures acquiring acc their tile assemblies shall test in accord 5. Roof Tile manufactures acquiring acce their tile assemblies shall test in accord F' W 2 MS rith flat, low, pliance with tance for the nce with TA tance for the nce with TA & high tile profiles. the Roofing Application Standard RAS 120. se of Polyproc AH160 roof tile adhesive with 101. se of HANDI -STICK roof tile adhesive with 101 with section 10.4 as modified herein. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of' 7 INSTALLATION: • • ••• •• •• • • • • • • • • • • • • • • ••• • • • ••• • • • •• • • • • • • • • • ••• • • • • • • • • • • • • ••• • ••• • ••• • ••• • • • • • • • • . • • • • • • • • • • • • • • • • • • • 1. Polypro® AH1,60 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® AH160 shall be applied it compliance with th• C • • • •• •• • •• corresponding Placement Details no ed herein. The roof t :e t bt A' pelt ive ection and with the use of Polypro® AH160 shall provide sufficielt attacli neneressfs an ems, epessed as aneuplift h based system, to meet or exceed the aplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofmg Application Standard RAS 120, and Po1yfooam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Tra ned 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTFI000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AFI160 shall not be exposed permanent) to sunlight. 8. Tiles must be adhered in freshly applied adhesive. ile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty w ight shall be in accordance with the Placement Details' herein. Each generic tile prof le requires th specific placement noted herein. Table 1: Adhesive Pla cement For Tile Profile Placement Detail Each Generic Tile Profile ingle Paddy Weight Min. (_rams) Flat, Low, Hi _h Profiles High Profile (2 Piece Barrel) Flat, Low, High Profiles Flat, Low, High Profiles LABELING: side on cap and 34 /pan #3 All Polypro® AH160 containers shall comply with th BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building installation of this system. Standard Conditions listed herein. ode in order to properly evaluate the NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 4 of 7 • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • ••• • • • ••• • AMIE' IVE • PLAC M T TAli, 2 •; • • • • • • • • • SINGLE PATTY • • • • • • • • Nail through plastic cement Underlaymen! Paddy (Bane •• • • • •• ••• •• • • • •• • • • • • ,••• ••• Nall through plastic cement Underlayment Eave Course Eave Closure Eave Course Paddy (Beneath Tile' Eave Closure Fascia NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 ADHESI VE PLACE SINGLE Nail through plastic cement Underlayment Paddy (Beneath T • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • • ••• • • •• • • • • • • • • • • • • • • • • ENT J rAIL 1 ••: . • • ATTY ••• •• if through plasticccem•nt • ••• ndedayment • • •• • • • • • • •• • • • • • • • • ••• •• • • • • Peck (Beneath Tile( • • 10 In. Faye Course Eave Closure Eave tour Keep ad 4 In. up fr Fascia e only: sive approx, m weepholes Eave Course Nail through plastic cement Underlayment e course only: ep adhesive approx. 4 n. up from weepholes Paddy (Beneath Tile( enough adhesive to achieve 17 to 23 OPttonal2x4's for Inches in contact with the pan tile steep pitch appticafions avers upside down. Place adhesive 112 in . From outside edge of cover Ills. stall the tile. Nail through plastic cement 101n. Eavo Course Eave course only: Keep adhesive approx. 4 In. up from weepholes Eave Closure Fascia Remov top Mon of the eave course cover Abut to secon pan tiles. Ens pan and cove Hush at eeve Eave closure (mortar sho Optional Point-tip Mortar on longitudinal edges of tile NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 MIAMIDADE • • ••• •• •• • • • RECEIVED AT TAMKO - TECH SERI'S • • ••• FROM: DATE: BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • • • ••• •• •• ••• • • • • ••• • • •• • • • • • • • • • • • ••• • ••• • • • ••• • • • • • • •• ...•. • • • • TAMKO EMPLOYEE NOTICE OF ACCEPTANCE (NOA) Tamko Roofing Products, Inc. P.O. Box 1404 Joplin, MO 64802 • • Mh%M1 -DMJE Cb, N Y. FLORIDA • M1:'IRO -DADS FLAGL& BUILDING 140 WEST FLAGLER STREET, SUITE 1603 • • • : Membrane Type: SBS Deck Type 1: Wood, Non - insulated Deck Description: System Type: 19 /,," or greater plywood or wood plank • • ••• •• •• • • • • • • • • • • • • • ••• • • • ••• • • •• •• • • • • • • • ••• • • • • • • • • • • • • ••• • ••• • • • ••• • • • • • • • • • • • • "• • • • • • • • • • • • • • • •• • • • • • • • • • • •• • • • •• ••• •• •• • • • • • •• • • • • ••• •• Tile Underlayment, Base Sheet mechanically attached. All General and System Limitations shall apply. Anchor sheet: Ply Sheet: Membrane: Cap Sheet: Maximum Design Pressure: Maximum Slope: Tamko No. 30 UL, Type 43 Coated Base, Base -N -Ply ®, Vapor- ChanTM, or Versa - BaseTM base sheet applied with a minimum 2" side lap and a minimum 6 "end lap. Base sheet may be applied at a right angle (90 ") to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the 2" side lap, and two 12" o.c. staggered rows along the center of the sheet. (Optional) One or more plies Tam -Ply IVTM or Tam -Glass PremiumTM sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. One ply Awaplan PremiumTM, Awaplan 170TM, or Awatlex membrane may be applied at a right angle (90 ") to the slope of the deck* adhered in a full mopping of Type IV asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Membrane shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum fastener spacing of 6" o.c. No nails or tin caps shall be exposed Tamko ASTM Slate Surface or Tamko ASTM Tile Underlayment: applied with minimum side lap of 2" and a minimum end lap of 6 ". Cap sheet may be applied at a right angle (90 °) to the slope of the deck* adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. Cap sheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12" o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed * Membrane or Cap Sheet may also be installed parallel to the slope of the roof (i.e. strapping). If membrane or cap sheet is strapped, then anchor sheet and ply sheet must also be strapped. Refer to Tile Manufacturer's NOA. Must Comply with Roofing Application Standard RAS 1 18, RAS 1 19, RAS 120 and Applicable Building Code. NOA No.: 02- 0212.07 Expiration Date: 05/23/07 Approval Date: 05/23/02 Page 19 of 20 WOOD DECK SYSTEM LIMITATIONS: ' • • • •• • • • ••• •• •• • • • •• •• • • • • • e • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • ••• • • • ••• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • •• •• • • • • • ••• •• • • • • 1. A slip -sheet is required with Ply 4 and Ply 6 when used as a mt.t rangy ,•I t� st•n d vasc•cir anchor sheet. 1 ItiL Ye 7 g •• • • • • • •• • • • • • ••• •• GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and /or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 Ibf. Insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor /base sheet or membrane attachment is based on a minimum fastcncr resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be Icss than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and /or flashing termination designs shall conform with Roofing Application Standard RAS 1 1 1 and applicable wind Toad requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.c. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) END OF TILLS ACCEPTANCE NOA No.: 02- 0212.07 Expiration Date: 05/23/07 Approval Date: 05/23/02 Page 20 of 20 t M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 • • •• •• • • • • • • • • • ••• • • • • ••• ••• •• •• •• • • • • • • • ••• • • • • • • • • • • • • ••• • • • • MIAMI -DADE COUNTY, FLORIDA • • •• • • MERO�• DE • G BUILDING i4• CWC$t•FLAG,ER yIT$EET, SUITE 1603 • • • • 1b1?AMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • • • •• • • •• •• ••• ••• • • • • •• • • • • t•• • • • •• • • • •• 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 (AHD. 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: GAF Conventional Built -Up Roof System for Wood Deck. LABELING: Each unit shall bear a permanent la e1 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 renews NOA #02-0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 1 of 21 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • - • • ••• • • • • •• - • ••• • • • ••- • • • • • • • • • • • • •- • • • • • - • • •• • • • • • • • • • • Deck Type 1: Wood, Non - insulated • Deck Description: 19/32" P or greater plywood or wood plank decks • • • • • • • • • • - • • • • • System Type E (1): Base sheet mechanically fastened. • • • • • • • ••• • • • All General and System Limitations shall apply. Base sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat WeldTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —4S psf, See General Limitation #7) GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure 52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAI 1'1'1'E) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Tec (GAFTITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Dri11 -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet: One or more plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6® ply sheet, #80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLAS 0 Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 18 of 21 Surfacing: Maximum Design Pressure: See Fastening Above • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • ••• • • • ••• • • • • • • • • • • • • 00 • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofmg Bitumen with an applicgtioo rite gf 2Q.bslsgwithan application rate of 1.5 gal. /sq.; or GAF WEAVER r2Aa'®1Lnnlsion • • (Matrix 305 Fibered Emulsion) with an application rats o 3�gal./ g.i oj•C AF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs./sq. & 300 lbs. /sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 19 of 21 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically y.fas ened.t se PT anchor sheet. • • • • • • • • • • 2 Minimum 1/4" Dens Deck or' /z Type X gypsum board is acceptable to be t4141 Qir & 'Over thci wood deck •• ••• •• .• •• ••• ••. •• •• �:' • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • ••• • ••• • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • • ••• •• • ••• • • • • • • • • • • • • • • GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roof mg Materials Directory for fire ratings of this product. 2. Jnsulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If-no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lb£ insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 21 of 21 TGFU.R1306 - Roofing Systems Underwriters Laboratories Inc.. Page Bottom Guide Information GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA • • ••. • •• •• • • • • •• •• • • • • • • • • • • . • • ' ••• elofSS • . • • • • ••• • • • ••• • • • • • • • • • • • • •• • •••••• • • • • • •• • • • •••• • • • • •• • • ••• •• • • TGFU.R1306 • ' • • • • • • Roofing Systems Questions? Roofing Systems •• • • • • • ••• •• R1306 " Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G -P Gypsum Dens -Deck® may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to G -P Gypsum Dens -Deck® in hot asphalt. "EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification. "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polystyrene reference in any of the following Classficatons include "ENERGuard EPS Insulation ". References to glass fiber insulation include "EnergyGuard Fiberglass Insulation ". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT http://database.u1.com/cgi-bin/XYV/template/LISEXT/1FR AME /showpage.html ?name =TG... 10/22/04 K TGFU.R1306 - Roofing Systems • • ••• • •• •• • • • • • • • • • • • ••• • . • • • • ••• • • • . •• .• . • • . • . • . . ly�$e 2 of 55 • Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet "�& t,A "F.GL�.S; #3O•UL1IMrA" ) is a suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFQLg1$ Ely 4e or "iAFC1 k y Ply 6 ") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat bade s1;eet :" F itatadent Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Elimnnaoo: /et ti$g liat Shv (Nailable)" . Perforated to be mopped and nailable to be mechanically d'ftacfiea granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet ", "GAFGLAS #80 ULTIMA" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be substituted for G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be°lot mopped or mechanically fastened. "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITE ®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. "BMCA EnergyGuard RA ", "BMCA Tapered EnergyGuard RA" and "BMCA EnergyGuard RA" may be substituted for any Atlas polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. "GAFGLAS Flex Ply 6" is a suitable alternate to "GAFGLAS Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Class A, B and C http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FR AME/showpage.html?name=TG... 10/22/04 • • ••• • • • ••• •• •• • • • • • • ••• •• • • • • • • • • • • • • • TGFUR1306 - Roofing Systems :Page 3 of 55 • • ••• • • • • • • Hot roofing asphalt, for use with organic and glass felts or modifigctblaimgn 4btaue :. • • • • • • • • • • • • • • • • • • "Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of "�tuberoid Mop" SBS products in any applicable Classification. Class A 1 Deck: C -15/32 Incline: 3 •• • • • •• ••• •• •• • ••••.••• • • • • • •• • • • . • • ••• •• Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: — Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: — Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet: — Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber / isocyanurate composite, phenolic, 2 in. max. Ply Sheet: — Two or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 4. Deck: NC Incline: 1/2 Insulation: — One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet: — Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. Base Sheet: — One layer Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet: — One or more layers Type G1 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". 6. Deck: NC Incline: 3 Base Sheet: — One layer Type G2 "GAFGLAS #75 Base Sheet ". Ply Sheet: — One or more layers Type 01 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". http: // database. ul. com /cgi- bin/XYV /temp]ate/I_ISEXT /l FR A ME/showpage.html?name=TG... 10/22/04