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250 NE 96 St (2)BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Tenant/Lessee Name Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Y 19 22 Maste Tel: (305) 79 .2rl'a" I 6.8972 Plumbing Owner's Name (Fee Simple Titleholder) 6 €o e , r 3 57 sI t jErr Phone # Owner's Address 10 0 0 1 t i fh € City M. 6ho r5 State F L- Zip 33) 3e8 Phone # Job Address (where the work is being done) C5O I vE `7 6±k5±1 City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Name KQ. kJa lel'< 1, of i 116 Contractor's Address p,o, @ O x 53 i DE 1 City IVO a.ANA State ReuAl Kwwo Je Qualifier State Certificate or Registration No. Certificate of Competency No. 6 I.3 8-S00 936 Architect /Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 4111 Type of Work: ['Addition ❑Alteration [New (d Repair /Replace ❑ Demolition Describe Work: - rem- off- raa j rep 1kt* e u) h a r et 6- H-1,..Sk v�;7 S pAv to 1or`+h►� h eL11±iles -4 h eS aA. e cr�lov� ra Total Fee Now Due $ (Continued on opposite side) Training /Education Fee $ * ** * * * ** * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** a Submittal Fee $ Permit Fee $ 43D ° ---- CCF $ CO /CC Notary $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ ermit No. seas --it-42._ Permit No. Mechanical Technology Fee $ Roofin 305 8 WEE Zip 33)38 Phone # 3t; '191 —0' ell Zip 3 J 153 Square Footage Of Work: .2 700 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature NOT S ign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: chc 05/13/03 Owner or Agent /� The foregoing instrument was acknowledged before me this 7 day of , 20 ?S, by who is personally known to me or who has(produced J who As identification and who did take an oath. ' ' DIY OMMISSION # DD 415936 * '►• * * Eti APVION * * * * % -: '. .. L •�,q• Bonded Thru Notary Public Undenvrltsro ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** * * ** (;4 Contractor The foregoing i strument was acknowledged before me thi day of 1 , 20 OSby , Signature as identification and who did take an oath. NOTARY PUB Sign: Print: My Commission Expire * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** * * ** * * * * * * * * * * * * * * * * * * * * * * * * ** me or who has produced a 1/G Z cm9E y J. VAZQUEZ JO, r _� * 1� ' 6 ° • '' ' EXPIRES: April 6, 2009 Bonded Thru Notary Public Undenvdtere Plans Examiner Engineer Zoning 1 Identify iiiiI" ■ dimensions nil i • __GG of c1 a m p elevated pressure zones :11• Ulll:: C : 0 i . and • C: locat c i I :, .: 3 � i e ■r!'a ■ ■ ■■ C .r■ ilC•• '��C ti . .. �■l' , ■C ■ ■ • ■ ■■ R�� ~ .111:C' ■ C G C T ■ II C ii 11111 101 Id I IMO i i M n al ashiV gi is maim.' mil ral;: .. 1 911 111 Phi 11111 il l I I I Igliell 1 1111111111,11 I; � E G C 1 li 1 1 1 1 6 1 11 1 Niti 1- 11 I- . . . k _ ,_ WNW P ; pl . • p . . 1 - I I I ' � 4 -- __ ,r �_ _' il 11 -i i e- • - 1__I g it 11 1 TTTliliT Ti r ill I --‘ - - r 1 _ milm - 11 4 0 • - - - i r I] 3 1 -r) I I II i_ 1 7 1:1 . A "Ild Here . I As j _ 1 d ild . d --- iTIT; rrn - r . - -- j 11 1 pip ,: 111717, �_i r - _ - _ - .1_1 �.�� --- . � r 1 1 - ---I � I I-I I -, Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. Process No. Contractor's Name '�-�- � � /4 Job Address .. � E g _ l ROOF CATEGORY ❑ Low ; ❑ Mechanically Fastened Tile Mortar /Adhes v e Set Tile ❑ Asph ❑ Metal Panel/Shingles ❑ Wood Shingles /Sha es Shingles ❑ New Roof 'I Low Slope Roof Area (SF) 0 prescriptive BUR -RAS 150 ROOF TYPE ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) i 7L ' Section B (Roof Plan Sketch Roof Plan: Illustrate all levels and sections, roo scuppers and overflow drains. Include dimensions of ctl Are there Gas Vent.Stacks Yes ❑ No Type: Natural ❑ LPGX ❑ rflow lea riy 123_01-48 5/03 PAGE 2 Roof System Manufacturer: P 41A a Notice of Acceptance Number: OH 11 Si • 3 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 14 P2: ID0% b P3: I DO •. a Maximum Design Pressure b 6 v 5 (From the NOA Specific System): r Method of tile attachment: Po I y Foc fro c, CY- h e re Roof Slope: 3 :12 Section D (Steep Sloped Roof System) Deck Type: ype Underlayment: nsulation. Fire Barrier. Ridge Ventilation? Nib Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Steep Sloped Roof System Description Mean Roof Height: I �I astener Type & Spacing: dhesive Type: ype Cap Sheet: oof Covering: Type & Size Drip Edge: 1 x b v— i 4r3o Fe1f f✓ Nl fF 1= N' A-spheti4- Mean Roof Height in Feet 15 20 25 30 40 , Roof Slope 1 • 1 1 1 2 :12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION _ Section E (Tile Calculations) For Moment based tile systems, chose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" P1• WL 7IxA -Mg: =Mr1• P 2• IO0ab) x A 1t'1'1 I - Mg: M = Mr1: P 3. INT x A I W - Mg g = Mr1: Page 5 J 22 ij NOA Mf: NOA Mf: NOA Mf: Method 2 "Simplified Tile Calculation Per Table Below" 1 tl , 151 Required Moment of Resistance (Mr) From the Table Below: I 1 NOA Mf: Mr Required Moment Resistance* *This Table must be used in conjunction with a list of moment based tile systems endorsed by the Broward county Board of Rules and Appeals. Page 1 of 1 SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 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 this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. M 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 be addressed as part of the agreement between the owner and the contractor. hA 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed 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). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing 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. _Ile 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 original roofing system is removed. Ponding conditions should be corrected. a 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 structural assembly (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. S 0 5 - ••• Owner's/Ag is Signature Date Contractor's Signature CADOCUSIE— IkmiALOCA LS- 1 %Temp\SECTION 1521.doe • 62) BUILDI1 G CODE COMPLIANCE OFFICE (9CCO) PRODUCT CONTROL DWISIOli NOTICE OF ACCEPTANCE (NOA) Almar (USA), Inc. 6801 NW 77 Avenue Miami, FL 33166 SCOPE: This NOA is being issued unc.er 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 vatic. 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 m.inufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend tlLe'use oC 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 reqt irements 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: Altusa "S" 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 manuft cture 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 d splayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy oft 1is entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for ins Section at the job site at the request of the Building Official. This NOA consists of pages 1 *sough 7. The submitted documentatioi was reviewed by Frank Zuloaga, RRC L l d fiC:, 0H MIAM I -DADE COUNTY, FLORIDA METRO - DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375.2901 FAX (305) 375 -2908 NOA No.: 02.1115.03 Expiration Date; 12/16/07 Approval Date: 12/12/02 Page 1 of 7 PJdn; ,! ;,iliiz *131 : . a ROOFING ASSEMBI,Y .APPROVAL Category: Roofing Sub -C ategory: Material: Roofing Tiles Clay 1, SCOPE This renews roofing system using Altusa One Piece S' Clay Roof Tiles, as manufactured by Almar (USA), Inc.. 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 obi ained by calculations in compliance with RAS 127 using the values listed in section 4 herein. T ie attachment calculations shall be done as a moment based system. 2, PRODUCT DESCRIPTION Manufactw'ed by Applicant Plgigy,}la>i Altusa One Piece ' S' L - 18 '/" Tile W = 10.5" '/" thick nominal 3.25" high Trim Pieces Length: varies Width: varies v 3rying thickness Clip L =6" D - 0.125" Clip L. &h - 2" W = /z" 0.05" thick 2.1 SUBMITTED EV ID Test Aaencv The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing PRI Asphalt Technology, I ic. Redland Technologies Test Specificutionl TAS 112 TAS 112 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. PA 114 Tile clip PA 114 L Shaped tile clip Test Identifier 94 -083 94 -084 25. 7200 -1 Project No. 307025 Test #MDC -78 MTS 520649 CLF- 003.02 -01 7161 - 03; Appendix III Product Description High profile clay roof tile. For direct deck or batten nail - on, mortar set or adhesive set applications. Test Name/Report Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Tasting PA 101 (Mortar Set) Static Uplift Testing PA 102 (Quick -Drive Screws, Battens) Wind Driven Rain PA 100 PA 102(A) PA 102 PA 102 Reit April 1994 May 1994 Feb. 1995 Oct. 1994 May 2000 October 2001 Dec. 1991 NOA No.: 024115.03 Expiration Date: 12/16/07 Approval Date: 12/12/02 Page 2 of 7 E. , . j r�,;, �. VIdpg: l qp '61• -,a(3 Te ble 1: Average Weight (W) and Dimensions (I x w ) Tile Profile — Weight -W (Ibf) Length -I (ft) Width -w (ft) One Piece 'S' Tile 8.9 1.52 0.875 Test Aeencv Redland Technologies Redland Technologies Redland Technologies Redland Technologies • Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. L;'. d ° id Test Iiikuttfler 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P 0402 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Teat Name/Report Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Aerodynamic Multiplier 25 -7183 25 - 7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 25-7848-6 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 March 1999 March 1995 February 1996 April 1996 December 1996 3. LIMITATIONS 3.1 Fire classificution is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shill retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum ut detlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot me pped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance Nrith applicable building code. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Almar `Alto la One Piece S' Clay Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Att ichment Calculations NOA No.: 02. 1115.03 Expiration Date: 12 /16/01 Approval Date: 12/12/02 Page 3 of 7 WdO� l 7,007, '0'0;1 Table 5; .4ttachment Resistance Expressed as a Moment Mr (ft -Ibf) for Two Patty Adhesive Set Systems Tile Proflle Tile Application I Minimum Attachment Resistance One Piece 'S' Tile Adhesive i 29.3 2 See manufactures component approval for Installation requirements. 3 Flexible Products Company TilaBond Average weight per patty 10.7 grams. Poiyfoam Product, Inc. Average weight per patty 8 prams. Tabus 3., Restoring Moments due to Gravity • M. (ft•Ibf Table 2: Aerodynamic Multipliers • X. (ft 3 ": 12" or loss Tile 5 ": 12" X (ft) 7 ": 12" greater Battens 2. (ft Proflle Battens Batton Application Direct Deck Application One Place 'S' The Battens 0.253 Battens 0.274 Tabus 3., Restoring Moments due to Gravity • M. (ft•Ibf Tile Profllo 3 ": 12" or loss 4 ": 12" 5 ": 12" 6 ": 12" 7 ": 12" greater Battens or Direct Deck One Piece 'S' Tile Battens C irect t)ec}: Battens Direct Deck Battens Direct Deck Battens Direct Deck 4.47 3.36 4.40 6.27 4.31 5.18 4,20 5.03 4.08 I 4.B9 Table 4; Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) for Nall-On Systems Tile Proflle FastEiner Type Direct Deck (Min 15/32" plywood) Direct Deck (Min. 19/32" plywood) Battens One Piece 'S' Tile 2 -10d Ring hank Nails 28.8 41.2 19.4 1 - 10d 3nooth or Screw Shank Nail 5.1 8.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 .f 13 Screw 28.7 28.7 N/A 2 .019 Screws 58.2 58.2 26.8 1 -10d Sntooth or Screw Shank Nail (Field Clip) 23.1 29.3 27.8 23.1 29.3 27.8 19.0 24.0 38.8 1 - 10d Smooth or Screw Shank Nell (Eave Clip) 2 -10d Smooth or Screw Shank N ails (Field Clip) 2•10d Smooth or Screw Shank N ails (Eave Clip) 38.1 38.1 41.8 1 Screw with Altuse Clip (See c 1p details) One Place "S" Tile' 1 Screw with clip (at the head of tile) 187.1 187.1 N/A One Piece "S" Tile' 1 Screw with clip (et the water T,ourse of tile) 35.2 35.2 N/A 4 O..e.., rr,im• ha In elsuart i� the Inotda nall hole looted nearest to the hump of the tile. Lit 'd tLCl' °N NOA No.: 02.1115.03 Expiration Date; 12/16/07 Approval Data: 12/12/02 Page 4 of 7 WdOC:li 1001 '61'' '30 Table 5A: Attachment Resistance Expressed as for Single Patty Adhesive Set Systems a Moment - Mf (ft - Ibf) Minimum Attachment Resistance Tile Profile Tile Application One Plece '6' Tile Polyfoem PolyPro 88.5 Polyfoem PolyPro 38.7 4 Large paddy placement of 63grams of PolyPro 5 Medium paddy placemf nt cf 24prams of PolyPro TM , Table 58: attachment Resistance Expressed as a Moment - M -Ibf) for Mortar Set Systems _ Tile Profile Tile Application Mortar Set' Attachment ResistanCe 24.50 One Plece 'S' Tile 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following stat:ment: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Applicat on 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. L/5 'd 17LCZ °N PROFILE DRAWINGS ONE PIECE'S' CLAY ROOF TILE NOA No.: 02- 1115.03 Expiration Date: 12/16107 Approval Date: 12/12/02 Page 5 of 7 Wdl£ ZI Z0E'. '61'3;6 L, 4 *d rL, on CLIP WITH ONE (1) SC REW ATTACHED TO IIECK "SPANISH S" TILE SY ALTUSA (TYP•) CLIP P LACE MeN T MAIL CLIP DETAILS 2.1/2" OVERLAP (COVERS PIN HOLE) SCR1W IN THE INSIDE HOLE NEAREST TO THE HUMP OF THE MS CLIP ECK NOA No.: 02- 1115.03 Esplratlon Date: 12/16/07 Approval Date: 12/12/02 Page 6 of 7 61dIi':I 7,00 E,I :an SCREW (HOLDS CUP ONTO DECK) L/L 'd tL ' °11 "SPANISH r TILE SYALTUTA TYN CUP PL%CEMENT DETAIL CLIP DETAILS (CON'T) 2 in. OV!RLAP ICOVERS PIN HOLZ) 1 I END OF THIS ACCEPTANCE SCREW IN THE INSIDE NAIL NOLO NEAREST TO TM! HUMP OF THE TILE 9.00' 1 1/4" 1314" 3/4' I GALVANIZED METAL CLIP DECK Z 112' SCREW NOA No.: 02- 1115.03 Expiration Date: 12/16/07 Approval Date: 12/12/02 Page 7 of 7 WdlCC:Z1 ZOO '61'0 ;10 ' e Nt�DADE ?MIRING CODE COMPLIANCE OFFICE (11CCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) / `• GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI-DADE COUNTY, FLORIDA MIETRO•DADE FI.AGLER BUILDING 140 WEST ELAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Commnitt.e:, to be mcd in Miami bade County and ether afCaS where allowed by the Authority Having Jurisdiction (AID). 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 AFiJ (in areas other than Miami Dadc. 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 AT I 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 Miarni -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 Rubcroid® Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall beau 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 aid shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #02 -0108.10 and consists of pages 1 through' 31. The submitted documentation was reviewed by Frank Zulcaga, RRC. NOA No: 03 -0501 .02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 1 of 32 ROOFING SYSTEM APPROVAL . Category: Sub-Category: Deck Tvpe: Maximum Design Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAP Asphalt Concrete Primer (Matrix 307 Primer) • .GAP Mineral Shield® Granules GAF WeatherCoat® Emulsion (Matrixm F'ibered 305 Emulsion) GAF Premium Fihered Aluminum Roof Coating (Matrix''`' System Pro Aluminum Roof Coating Fibcred 301) CAF 1ctblack All Weather Plastic Cement (MatrixT Standard Wet/Dry Roof Cemcut 204) GAFGLAS #75® GAFGLAS #80 Ultima"a+ Buse Sheet GAFGLAS Flex PlyT 6 GAFGLAS Ply 4® GAFGLAS®Minerai Surfaced Cap Shcct GAPCLAS® STRA'I'AVEiNT® Eliminator Perforated Roofing SBS /APP, Modified Bitumen Wood -75 psf See General Limitation #1 Dimensions 5, 55 gallons 60 Ib. Bags 100 lb. bags 5 gallons Test Specification ASTM D41 ASTM D 1863 ASTM 1227 Product Description Asphalt concrete printer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral.Slueld® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. 1, 5 gallons ASTM 1) 2824 Fibcred aluminum coating. 1, 5 gallons 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 nteter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide ASTiMD 3019 ASTM D 3409 ASTM D 4601 ASTM 1)4601 ASTM D 2178 ASTMD2178 ASTM 1) 3909 ASTM D3672 ASTM i) 4897 Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass.base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 2 of 32 • • • Product ., IUBEROID TORCH Granule RUBEROID TORCH PLUS RUBEROID TORCH FR RUBEROID 1701-R TORCH Rube:roid® 20 Ruberoid® 30 Rubcroid0 30 FR RUBEROID® ULTRACLADO SI3S RUBEROID® Dual F('. Vent Stacks (metal and plastic) GAF AtuniinuniEmulsion GAF Aluminum Roof Paint (MatrixTm System Pro Aluminum Roof Coating. Fibered 302) GAF Built -Up Rooting Asphalt RUBEROID MOD Asphalt, Asphalt L & Asphalt P • Shingle - Mater" Underlayment Tile -Mate Modified Base Sheet Dimensions 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide • 39.37" (1 meter) Wide 39.37' (1 meter) Wide . 5 gallons 5 gallons 1.001b. cartons, bulk 601b. kegs 4 sq. roll 30 lbs. 1.5 sq. roll Test Specification ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6164 ASTM D 5147 PA 100(A) ASTM D 1929 ASTM D 635 None ASTM D2824, Type I ASTM 1)312, Types I, II, III and IV AST14.4 D 5147 Product Description Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. SBS modified asphalt base sheet reinforce with a glass fiber mat. Non woven fiberglass neat coated with polymer modified asphalt and surfaced with mineral granules. Non woven fiberglass mat coated with fire retardant, polymer modified asphalt and surfaced with mineral granules.r Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymer - modified asphalt and surfaced with mineral granules. One -way valve vent used to relieve built - up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Mineral colloidal bituminous emulsion with reflective aluminum flakes Non- frbered. Aluminum pigmented, asphalt roof coating Iuterply mopping and surfacing asphalt SEBS modified asphalt Fiberglass reinforced shingle undertayment SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat tile underlayment. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10 /23/03 Page 4 of 32 Product • • Tile -Marc Modified Cap Tile -Mate Modified Cap Plus 7'opCoat® Surface Seal SB (Matrix 602 SB Coating) GAF WeatherCote® MB +(Matrix 715 MB 'Coating) Topcoat M1B +(Matrix 715 MB Coating) WeatherCoteT" (Matrix 531 WeatherCote® Elastomcric Flashing Grade) Matrix I.ow VOC Matrix 101 System Pro S13S Adhesive (Ruberoid®MB) Matrix 201 System Pro SUS Flashing (Ruberoid®Mfl) Matrix 102 Select S13S Adhesive (Ruberoid ®MB) Matrix 202 Select SBS Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Cement Matrii 103 Cold Adhesive Matrix 303 Select Fibered Aluminum Matrix 304 Select Non - Fibered • RUBCROID® Modified Bitumen Adhesive Dimensions 1 sq. roll 103 lbs. 1 sq. roll ASTM D 5147 102 lbs. 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons ASTM D3O19 5 gallons ASTM D3019 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons Test Specification ASTM D 5147 ASTM D3019 ASTM D4586 ASTM D4586 AST/vi D4586 ASTM D3019 ASTM D 2824 A.STM 02824, Type I ASTM D 3019 Type 11f. Product Description Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules tile underlayment. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules tile underlayment. Surface coating for smooth surfaced and inineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified SEBS Asphalt Adhesive Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt. Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Standard Plastic Asphalt Roofing Cement Caulk Grade. Cold Applied Asphalt Adhesive. Fibered aluminum coating. Non- fibcred. Aluminum pigmented, asphalt roof coating. Fiber reinforced, rubberized Adhesive NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 5 of 32 APPROVED INSULATIONS: Product Name GAFTEMP Isotherm R, RA, RN & Composite, EnergyGuard RA GAFfEMP® Composite A & N • (BMCA)GAFTEMP® Fiberboard GAFTEMP® Permalite GAFTEMP GA.FCANTT`t GAFTEMP Permalite Recover Board GAFIF.MP GAFEDGETU Tapered Edge Strip (BMCA) GAFTEMP® High Density Fiberboard • 13MCA EnergyGuard, RA BMCA Composite EnergyGuard, RA PYROX White Line AC..Foaui I, II & Composite ISO 95+ ISO 95+ Composite EPS Wood Fiber High Density Wood Fiberboard PeliteII.Jrethane Composite Perlite Insulation Dens Deck E'NRG'Y -2 & E'NRU'Y -2 PLUS, UltraCIard Ciold TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board Tapered perlite board Fligh density wood fiberboard insulation Polyisocynuratc foam insulation Polyisocynurate /wood fiberboard composite Polyisocyanurate foam .insulation Polyisocyanuratc foaru insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate / perlite ridged insulation Extruded polystyrene insulation Wood fiber insulation board Wood fiber insulation board Perlite / urethane composite board insulation Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Manufacturer (With Current NOA) GAF.Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materi als Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. . GAF Materials Corp. BMCA BMCA Apache Products Co. Apache Products Co. Atlas Energy Products Firestone Building Products, Inc. Firestone Building Products, Inc. Generic Generic Generic Generic generic G -P Gypsum Corp. Johns Manville NOA No: 03.050L.02 Expiration Date: 11/06 /08 Approval Date:10/23 /03 Page 6 of 32 ' APPROVED INSULATIONS: Product Name FiberGlass Roof Insulation ISORoc Structodek Multi -Max & FA Paroc Base Board Paroc Cap Board APPROVED FASTENERS: Fastener Number 1. 2. 3. • 7. 8. 9. 10. 11. Product Name GAFTITE® (Drill -Tec ®) #12 Standard & #14 Heavy Duty Roofing Fastener GAFTITE® (Drill-Tec®) ASAP GAIT1TE ® (Drill-Tec®) Base Sheet Fastener and Plate 4. Galvalume Plates (Drill - Tec© Metal) 5. Polypropylene Plates (Drill -Tec® Plastic) 6. Dekfast Fasteners #.12, #14 & #15 Dekfast Hex Plate Dekfast Lock Plate #12 Roofgrip Fasteners Metal Plate Gearlok Plastic Plate 12. Glasfast Fastener TABLE 2 Product Description Glass fiber/Mineral fiber insulation Polyisocyanurate foam / rockwool composite insulation Wood fiber insulation board Polyisocyanurate roof insulation Rockwool insulation TABLE 3 Product Description Insulation fastener for steel, wood & concrete decks. Pre-assembled GAFTITE Fasteners and metal and plastic plates. Base sheet fastening assembly. Round galvalume stress plates. Round polypropylene stress plates. Insulation fastener for wood, steel and concrete decks Galvalume t:ex stress plate. Polypropylene locking plate. Insulation fastener for wood and steel. Galvalume stress plate. Polypropylene round plate insulation fastener assembly with recessed plastic plate Dimensions Manufacturer (With Current NOA) Johns Manville Johns Manville Masonite. RMax, Inc. Partek, Inc. Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. 3" and 3 W GAF Materials Corp. 3" and 31" GAF Materials Corp. Construction Fasteners 2 7 /K" x 3 1/4" 3" x 3 '/a" 3" round 3" square 3.2" Inc Construction Fasteners Inc. Construction Fasteners Inc. • ITW Buildex Corp. ITW Buildex Corp. ITW Buildex Corp. • Johns Manville NOA No 03.0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Paige 7 o f 32 • Membrane: Surfacing: (Optional) Install one of the following: 1. Gravel or slag applied at 400 lbJsq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 60 lb./sq. 2. GAF Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. or GAF WeatherCoat Emulsion at 3 galJsq. (Torch Smooth applications only) 3. GAF Weathercote® MB+(Matrix 715 MB Coating), Applied at 1 to 1.5 gal. /sq. 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5 galisq. Maximum Design Pressure: See Fastening Above One ply of Ruberoid® Torch Smooth, Ruberoid® Torch Granule, .Ruberoid® Torch Plus Granule or Rubemid® Torch FR torch applied according to manufacturer's application instructions. Or One or more plies of RUBEROID® SBS Heat- WeIdTM PLUS, RUBEROID® SBS Heat- We1dT"s PLUS FR, RUBEROID® SBS Heat We1dT's 170 FR, RUBEROID® SBS Heat- WeldTm, RUBEROID® SBS Heat -Weld' Smooth, RUBEROID® U1traQadTu SBS and RUBEROID® SBS Heat- Weldni 25 applied according to manufacturer's application instructions. NOA No: 03-050102 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 29 of 32 Membrane Type: , SBS Deck Type 1: Wood, Non - insulated Deck Description: 19 / 3 2" or greater plywood or wood plank System Type E -2: RUBEROID® Tile Underlayment, Base Sheet mechanically attached. All General and System Limitations shall apply. Anchor sheet: GAFGLAS® #80 UltimaTM Base Sheet, RUBEROID® 20 base sheet or Tile -Mate Modified 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. Ply Sheet: (Optional) One, or more plies GAFGLAS PLY 4® Ply, GAFGLAS FIexP1yTM 6 sheet, GAFGLAS #80 UltimaTM, 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. Membrane: One ply RUBEROID® MOP, RUBEROID® MOP PLUS, RUBEROID® SBS Heat- We1ddM Granule, RUBEROID®. SBS Heat We1dTM PLUS, Tile -Mate Modified Cap or Tile -Mate Modified Cap Plus, 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 backnailed to deck with approved annular ring shank nails and tin caps in accordance to applicable Building Code. No nails or tin caps shall be exposed * Membrane may also be installed parallel to the slope of the roof (i.e. strapping). If membrane is strapped, then anchor sheet and ply sheet must also be strapped. Maximum Design Pressure: Refer to tile manufacturer's NOA. Maximum Slope: Must Comply with Roofmg,Application Standard RAS 118, RAS 119, RAS 120 and applicable Building Code. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 30 of 32 • WOOD DECK SYSTEM LIMITATIONS: ' ' 1 A slip sheet is required with Ply 4 and Flex plTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum t /a" Dens Deck or r Vs Type X gypsum board is acceptable to be installed directly over the wood dcck. GENERAL LIMITATIONS: 1. Fire classification is not pact 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 resign 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 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attacluuent of anchor /base sheet or membrane attachment is bascd 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 Cousultznt 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. (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, tier extrapolation shall he permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When thin limitation is specifically referred within this NOA, General Limitation #7 will not he applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 913 -72 of the Florida Administrative Code. END OF THIS ACCEYI'ANCF NOA No: 03- 0501.02 Expiration Date: 11 /06/08 Approval Date:10 /23/03 Page 32 of 32 ir e 8. • ROOFING SYSTEMS (TGFU) — Continued Base Sheet (Optional): One or more layers Type GI, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (granule) or "Ruberoid Mop Plus" (granule). Coating: Karnak No. 97, 1 -1/2 - 3 gal /sq. 4. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min thickness Offset from plywood joints 6 in.). Base Sheet: One or more layers of type G2 or G3. Ply Sheet (Optional): One or murc layers of Type G1. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq. 5. Deck: NC Incline: 1/2 Base Sheet (Optional): One or nrure layers of Type GI, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule). Surfacing (Optional): Karnak "tlo. 97" or "169" at 1-3 gal /sq or Grundy Ind. "20 F Emulsion" at 3 gal /sq. 6. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, pertrte /urethane composite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type Gt, G2 or G3. Membrane: One or more layers of "Ruberoid Torch " (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop' (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Gravel. 7. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane., perlite/isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic. Base Sheet: Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or inure layers of Type GI. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq or gravel. Deck: NC Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/urethane • composite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type GI, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or • "Ruberoid Mop Plus" (granule). . Surfacing: "AL MB Aluminum Roof Coating" at 1 -2 gat/sq. ." Deck: C -15/32 Incline: 1/2 •Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, pertite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers of Type G2 " GAFGLAS 1175 Base Sheet", hot mopped or nrecharrically fastened in place. Ply Sheet: One or more layers of Type GI "GAFGLAS Ply 4 ", hot mopped in place. Membrane: "Ruberoid Mop FR" (granule). Surfadng•(Optional): GAF Fibered Aluminum Coating at 1 -1/2 gat/sq or ', a ROOF COVERING MATERIALS (TEVT) GAF Weather Coat Emulsion at 3 gal /sq. • '10. Deck: C.15/32 incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. .! Base Sheet: One or more layers of Type G2 "GAFGLAS 1175 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4 ", or "GAFGLAS Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). '�.] Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gat/sq or 4 aterr GAF Weather Coat Emulsion at 3 gal /sq. t "�s 11 . Deck C-15/32 Incline: 1/2 Insulation: Isocyanurale. 2 in. ruin., wood fiber, perlite or glass fiber, 1s1 ui any thickness, Trot mopped or mechanically fastened in place. Joints offset 6 in. . Base Sheet: One or more layers of Type G2 "GAFGLAS 1175 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet (Optional): One or more layers of Type 61 "GAFGLAS Ply 4" or Pty 6" hot mopped in place. £.' Membrane: "Ruberoid Torch FR" (granule). ,.,Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal/sq or .?GAF Weather Coat Emulsion at 3 gal /sq. LOOK FOR MARK ROOF COVERING MATERIALS (TEVQ 135 ROOFING SYSTEMS (TGFU). Continued 12. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Isocyanurdte, perlite or glass fiber, any thickness, hot propped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS 1175 Base Sheet ", hot mopped or niechanicatly fastened in place. Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4' or "I'ly 6 ", hot mopped in place. Mernbrane: "Ruberoid Torch FR" (granule). -• Surfacing (Optional,): GAF ribered Aluminum Coating at 1 -1/2 gal/sq or GAF Weather Coat Emulsion at 3 gat/sq. 13. Deck: NC Incline: 1/2 Insulation (Optional): I ocy.murate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type 62 "GAFGLAS 075 Base Sheet", hot mopped in place. Ply Sheet (Optional): One or more layers of Type G1 "GAFGI AS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gat/sq. 14. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot propped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of "GAFGLAS 1175 Base Sheet", hot mopped in place. Ply Sheet Optional): One or more taycrs of "GAF GLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Rubernid Torch FR" (granule). Surfadng (Optional): GAF Weather Coat Emulsion applied at 3 gal /sq nr O GAF Fibered Aluminum Coating at 1 -1/2 gal /sq. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Pertite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mapped or mechanically fastened. Pty Sheet (Optional): One or more layers Type G1, hot mopped in place. Membrane: "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). '. Deck: C -15/32 Incline: 1/2 ' Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic, offset 6 in. from joints. Base Sheet: One or More layers of Type G -2 or 6 -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of fjpe G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" or "Ruberoid Mop° (smooth). Membrane: One layer of "Ruberoid Torch FR" or "Ruberoid Mop FR" (granule) 17. Deck: NC Incline: 1 Insulation (Optional): Polite, fiber glass, wood fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type GI, hot mopped in place. Membrane: One layer of "Ruberoid Mop FR" or 'Ruberoid Mop 170 FR" (granule). 18. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, fiber glass, wood . fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Street (Optional): erre or more layers of type 6 -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" (smooth), "Ruberoid Mup" (smooth). Membrane: One layer of "Ruberoid Torch FR ", "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 19. Deck: NC Incline: 1/2 Insulation (Optional): One or more layers of • perlite, glass fiber, isocyanurate, urethane, perlite /ism:yanurate composite or phenolic, any thickness. Base Sheet: (Inc or more plies 61 or G2, hot 'mopped or adhered with Karnak theme at Co. "No. 81" or Gibson -Homan 'No. 6160" cold applied adh,.sive at 1 -1/2 gal /sq. Membrane: Otte layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule), hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibsun -Homan "No. 6160" cold applied adhesive at 1 -1/2 gat/sq. 20. Deck: C -15/32 Incline: 1/4 Insulation: Potyisocyanurate, any thickness. Base Sheet: "GAFGLAS 1175" (Type G2), mechanically attached. ON PRODUCT 1 f 1 -2001 16:24 FROM-ABC SUPPLY 048 '/23/01 ICON 13:08 FAI 954 578 1042 MIA CI 1?RODUCT CONTR NoTlcr OF act^xPTANcr I'alyr'oam Products, Inc. 2400 Sp ring- Stucbncr Road Spring ,TX . 77383 -1132 561 585 4657 T -779 P.001 /008 F -260 POLYFOAIM PRODUCTS, INC. i 002 MIAMT•DADE COUNTY, FLORI DA . METRO -DADE FLAGLER t3UILDfNC DUILDINC CODIC c IrLWANcE OFFICE MErno.DADC ry,AGLEK DUII.DINO 140 wtiSP FLAGLCR STREET. SUITE 1603 MIAM t. r1.AR113A 33130 -1303 (303) 773.2901 FAN (30S) PS -29011 ('t)N'ritAC7OR 1.ICP.N:ilrIc KEC'I1ON (3u5) 373 -2327 FAX (305) 3 73 -453N CONI'I«ACTOR LNvouccauw'r atvt,toN (3 FAX (303) 373.39ua PRODUCE cowmen. DIVISION Your application for Notice °I Acceptance (NOA) of: • Two Component Polyurcthene Foam Adhesive under Chapter 8 o rthe Code of Miami -Dade County governing the use of Alternate Matcri41s and Types of Construction. and completely described herein, has been recommended for acceptance by the Minmi -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsitc or manufacturer's plant for'quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke 'this approval, if it is determined by BCCO that this product or material fails to meet the requirements or the South Florida Building Codc. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0521.172 EX PIRES: 0S /10/2006 Raul Rodriguez Chief Product Control Division 111. S T11E CoVF.ItS1.1EFT S DI s AI. PACES FOR SPE 1 ,NFRA CONDITIONS fUlLr) CODE iF4 PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and npproved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. :I APPROVED: 06/ 14/2 001 ". i:-1;00011,n(10D:llternnilicA\nouce Iec•pan:e co.or wto,doi • MAR 2 (3 03) 775.2902 FAX (305) 372.633 t'nnci J.',Quintnna. R.A. 2 e Secif f lamieDada; County lluiltling Code Compliance Office v 16:24 FROM -ABC SUPPLY 048 1 MON 13:08 FAI 954 578 1042 �lyjLtm Products tOOFING ASSEMBLY APPROVAL, :gtcrmv Roofing ;u1)- Catcgnry: RoofTilc Adhesive /tat crini : Polyurethane SCOPE This approves I'olypru© AII160 as manufactured by I'ulyfwtnt Products, Inc. as described in Section 2 ot' this Notice o I' Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure obtained by calculations in compliiince With Rating Application Standard RAS 127, for use with approved tint, low, and high profile: roof tiles system using PolyproOD AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift bnsod system for double patty systems 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant QU C.fuinm SS1 uci1 1c�H hn31 Description Polypro® AN 160 N/A PA 101 TWo component polyurethane Poamprort RTF1000 N/A Dispensing Equipment ProPac1: ®30 & 100 N/A 2.1 Components or products manufactured by others: Any Miami -Dude County Product Control Accepted Roof Tile Assembly having a current NOA which list uplirt resistance values with the use of Polypro A11160 ro0r01e adhesive. 2.2 Typical Physical Properties: Prr,ncrty DcnSity Compressive Strength Tensile Strength WnIcr Absorption Moisture Vapor Transmission Dimensional Stability ISM ASTM D 1622 ASTM r) 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM 13 2126 561 585 4657 T -779 F.002/008 F -260 POLYPOAM PRODUCTS. INC. ACCEPTANCE No.: 0 -mum Approval Date: ,lane 14, 21101 Remits 1.6 IbsJ(t.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel Io rise 0.08 Lbs./Ft 3.1 Perm / Inch 1 Expiration Date: dal!), 1ff, 2006 I)ispertsing Equipment +0,07% Volume Change rt -40° f.. weeks Volimic Chun w (r) o f • 11/ 11uin tidy 2 I 2.ulo;agn. I1.RC Product Contro Examiner a ® 003 16:25 FROM -ABC SUPPLY 048 , HON 13:09'FAI 954 578 1042 olvrdi m Products, inc. ACCEPTANCE No.: 01- 0521.02 tote: The physical properties listed nbovc me presented us typical overage valuca ns determined by ncccptcd ASTM test methods and are subject to norntnl ntnnufncturing yarintion. ■. LIM iTATIONS • 3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating, 3.2 Polypro® A11160 shall solely be used with flat, low, & high tile profiles. 3.3 Minimum underktyments shall be in compliance with the Roofing Application Standard RAS 120. 3.4 hoof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tite.adhesive with.their tilt assemblies_ shall test in accordance.with.PA141._ 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Poiyproe AF1160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein, , - F _ 4. INSTALLATION 4.1 Polypro® AH 160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 4.2 Polypro® AH 160 shall bc applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® A14 160 shall provide suflicient attachment resistance, eNpressed as an uplift based system, to meet or exceed the uplift resistancc determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is notedin the roof tile assembly NOA 4.3 Polypro® AI-1160 rool'tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AHI60 Operating instruction and Maintenance Booklet. 4,4 installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 4.5 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 bc maintained between 1.0 -1.15 (A) : 1.0 (A). The dispense timer shall bc set to deliver 0.0175 to 0.1S pounds per tile as determined at calibration. No other settings shall be approved. 4.6 Polypro® Al -1160 shall bc applied with Foampro RTFI000 or ProPack® 30 & 100 dispensinu equipment only 4.7 Polypro® A1.1160 shall not be exposed permanently to sunli 561 585 4657 T -7T9 P.003/008 F -260 POLVFOAiI PRODUCTS , INC . IQd uu 4 . MS Frail: Zuloaga. R.RC Product Control Examiner Table 1: Adl csive Placement For knelt Cuncric 'lilt Profile Tilcl'rofilc Placement Detail Single Paddy Weight Miit. (gruffly) Two Paddy Wcighl per paddy Min. • rnms Flat. Low. High Profiles a I 35 N/A High Profile (2 Picea Barrcq _.._ _ #1 t7 /side on and 34 /pan . 1 -- - Flat Low, High Profiles 02 24 NIA Flat, Low, Hi It Profiles N3 8 • i6:1C FROM -ABC SUPPLY 048 MON 15:09 FAX 954 578 1042 ruLikumi rxuLUR.ia,it . 'tyro Int Products, inc. 4 561 585 4657 T -779 P.004/006 F-260 ACCEPTANCE No.: 01- 0521.02 4.8 Tiles must be adhered in freshly applied adhesive. Tile must be set within Z to 3 minutes alter Polypro® AHIGO has bccn dispensed. 4.9 Polypro® AH 1 60 placement and minimum patty weight shall be in accordance with the 'Placement Details herein. Each generic the profile requires the specific placement noted herein, 5. LABELING AJI Polypro® AH-1160 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. Prank Zuloaga, RRC Product Control Examiner 6:26 fROM-ABC SUPPLY 048 HON 13:09 FAa 954 579 1042 w(oam Products, Inc. nail waupn Padlc a�muw Osoolkerool eltau0h 14eSlt tralr-t virelbeal an Cam IS to .se aO to1swotI •11WW1 561585 4657 ruurvnu rxuuu�ra,1c . ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1)Plan tti y hn4 tam to am./ 11 ten 1Alarl t.n„t N eryata.lN w Pa. Ms Ilium tows *ads Seen Pia asua)1t In le l h Nen &.Irks .tepa .l tow ua N iota' ilia IM. ,) J I i / sal a .11 a P e c , M L ' a tt W-. , u . tpaun M . No uu. w W d 14, r lr h � S41•Ib (l.1 dvawa Waa/hele Niel. larAai Marti T -779 P.005/008 F -260 ACCEPTANCE No.: Qt -052 1.02 Frank Zuloaba, R.RC Product. Control Examine; VN *IVY 15 FROM -ABC SUPPLY 048 NON 13:10 FAX 954 576 1042 cilhyu Products, Inc. NMI through plastic tom! I fIn.'3In. !Ingle paddy on undrrlarmtni Single daddy an lop of Illo f ire Courx Sk+1b poddy under tile Single paddy between tile fe.e Cblwe rough piaidc ecmcnl Single paddy rIn, under 1111 s 3 In. ogle paddyon doe men, ngle paddy 1 top of tile P eddy ( between tllo) P (undor tile) 561 565 4657 T-7T9 P.007/008 F -260. POLYFOAN PRODUCTS, INC. ADHESIVE PLACEMENT DETAIL 3 DoUULE PATTY ACCEPTANCE No, : 01- 0521.02 Nail through plastic co nenl Undufaymonl 1 �.r71n,13 In. Single , In. *. g iddy on u ndor Iaymonl Single paddy on top of IN Gan Coins Frank 2utonga, RAC Product Coi trot Examiner ICJ VI/ to Singh paddy undor ells Stnglo paddy between IDs l In. eyIn. mldlurs she paddy sire couno only Fink Woophola T aro chug, Drip edge 1:25 FROM -ABC SUPPLY 048 BON . 13:19 FA.1 v. 4 a'►tj .tuaz 561 585 4657 . 1-778 P.008/008 F -260 rut...Irv/um rnu„u..J611 alw.• yfottrn Products, Inc. ACCEPTANCE No. : 01- 0571.02 Renewal of this Acceptance (approval) shall be considered rifler a renewal application has been filed and the original submitted documents, including test- supporting data, engineering documents. are no older that eight (ll) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Cuutrol Approval ", or as specifically stated in the specific conditions of this Acceptance. Renewals of Acceptance will not be cotuidt:rcd a. There has been a change in the South Florida Building Code affecting tho evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same (identical) as the one originally approved, c. if the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. the engineer who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profession. • Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process, b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes, 6. The Notice of Acceptance number preceded by the %vords Miami -Dade County, Florida, and followed by the expiration date ntay be displayed in advertising literature. if any ponion of the Notice of Acceptance is displayed, tJicn it shall be done in its entirety. 7. • A copy of this Acccptancc as » •ell as approved drawings and other documents, whore it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at ill time. The enbinecr need not reseal the copies. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1 through 8. END OF TIIIS ACCEPTANCE Frantz Zuloaga, RRC Product Control Examiner Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: BP2005 -742 Printed: 5/27/2005 Applicant: GEORGE BENNETT Owner: BENNETT GEORGE JOB ADDRESS: 250 NE 96 ST Contractor KAWALEK, PAUL RICHARD Local Phone: 786- 277 -9540 Parcel # 1132060133880 Legal Description: 1 53 41 6 53 42 MIAMI SHORES SEC 1 AMD PB 10 - 70 LOTS 6 & 7 BLK 29 LOT Fees: Description Amount FEE2005 -6786 Building Fee $300.00 FEE2005 -6788 CCF $9.00 FEE2005 -6789 Training and Education Fee $3.00 FEE2005 -6790 Scanning Fee $3.00 FEE2005 -6792 Technology Fee $7.50 Total Fees: $322.50 Total Fees: $322.50 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 11/15/2005 Construction Value: $14,250.00 Work: TEAR OFF EXISTING TILE ROOF, REPLACE W/ NEW ALTUSA S Signed: (INSPECTOR) Building Permit Contractor's Address: P.O. BOX 531051 Page 1 of 1 t-oilq In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: 34 b Alsb IAMI SHORES VILLAGE en gin UILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date I 1 Type Insp'nf ( 2CD1 )F Permit No.13f 05-74a. Name 6-enn-e4 Address 2S V N G . I Company I-Q WO lei Phone # Inspection Date Approved Correction Re- Insp'n Fee (#1,p- 0 Test Location Uplift Pull Test(P o�r�F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) 1 45D 26 1�A- f 51 76 2 er • 27 [ 52 77 3 28 Jr/ 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 58 83 9 34 59 84 10 35 60 85 11 36 61 86 12 37 62 87 13 38 63 88 14 39 64 89 15 40 65 90 16 41 6 6 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 48 73 98 24 49 74 99 25 / 50 75 100 SITE SPECIFIC INFORMATION Job Address. 5I) i= c j ,51 .� p i A -4 �j01 9 4 Roofing Contractor: 1 \• 1? >� i� 1 Q -Fl N u Type of Tile: �, -''' -_ S — 'co+ Approximate Root Height: 12 feet Type of Access to Roof: Scaffolds Approximate Square Footage of Roof: Z, t D ft Required Testin Force: 3, lbs. Testing Equipment: Chatillion100 Date Tested: 1 - 2P .-A 1 Owner's Name. IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST THIS REPOR UB ED BY: Civil Engineer: Lab Certification # 98- 0608.04 State of FL Certificate Authorization # 4100 U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 106 P.E. ✓ Ladder TEST RESULTS P = PASS, F = FAIL Project 641 Permit # B PoS - 7A Z Date Installed: 1 . — — oS Roof Pitch: 3 ' 12. Other A • Sketch of Roof 111■■ ■1111■ ■ ■■ ■ ■■ ■■ ■■ ■■ ■ ■ ■ ■ ■ ■ ■ ■11■ ■■ i1IIUIIIIII 11■R1111r7IIIMMU!M!!I ■■11 \iR'11111111 E•1111■ 11■ MMENWRIM1 ��11 ■ ■■NEEM\l Mi■ III11M ■■ ■ G� \ ■■ ■ \�►� ■ ■ ■ ■ ■ ■ ■ \ ■I■r I.I. ■1111 ail■ EAMMI INI IMU ■■LMMEINEAMM■■■■ 11■ 11��r■■��►��■!11��■i■����111111 ■111111111 IIIJI /I11!II11 V^411 MEN \■ ■LEI ■111111rn11 ■11■■ UM X1111111iJ11i% ENIM ■INNIM ■ ■ ■NTAM ■EMIN 1NI MI ■ ■M%r1■ ■■ ER'M \L;11_11==== =I' ■■ ■■ 1111aili■ ■■.III` ■■ ■1111 ■ \\li IMMIE ■■ ■ ■ ■■■ _Notes:. 5� Job 7 V '14. 51 �'j 3 Sheet Number • `Z of Z Contractor J ri I ,U4 Checked By Scale •