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RF-06-1633RE-ROOF COR JESU CHAPEL JUN 0 1 2007 Passed g Inspector Comments / 4e i / /,/ • Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid . until :Wee Inspection Date: 05/31/2007 Inspector: Grande, Claudio Owner: , BARRY UNIVERSITY Job Address: 11300 2 Avenue NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: BISCAYNE CONSTRUCTION Building De artment Comments Wednesday, May 30, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 et, Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number (305)899-3052 Parcel Number 1121360010160 Block: 1 Lot: 2 Phone: 305-688-7663 Page 2 of 2 No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -5 Passed, 21 -25 Passed 41-45 Passed 71 -75 Passed 91 -100 Passed 6 -10 Passed! 26-30 Passed 46 -55 Passed 76 -80 Passed 101 -110 Passed 11 -15 Passed 31 -35 Passed 56-60 Passed 81 -85 Passed 111 -120 Passed 16 -20 Passed 36-40 Passed 61 -70 Passed 86-90 Passed 121 -131 Passed ing Building Solutions For The Construction Industry ineering & sulting, Inc. 13605 S.W. 149 Avenue Unit 1 Miami, FL 33196 Certificate: 02 0501.06 PROPERTY ADDRESS :: 11300 NE 2 Ave. Miami Shores OWNER: Barry University CONTRACTOR: Biscayne Construction Co. Inc. TILE TYPE: Flat ATTACHMENT: Polyfoam Testing Equipment: Diaital Chatillon DFIS 200 THIS ROOF HAS: PASSED IXI FAILED I l THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI-DADE COUNTY TAS 106. Marlin Brinson P.E. Lic. No. 60749 Voice: 305 -256 4550 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 Test T "ROOF SKETCH' Floridatec.net ROOFING SQUARES: 119 ROOF PITCH.: 3.5:12 INSPECTORS INITIALS: TP/AA TEST DATE: 5/11/07 Front Lab Report No. N07- 050315 C.A. #: 26095 PERMIT No: RF -6 -06 -1633 R Testing Force: 35 1 1 2 3 4 5 6 7 13 12 11 10 9 8 26 14 15 16 17 18 19 28 25 24 23 22 21 20 29 3 0 48 49 66 67 8 37 41 39 60 30 47 5165 68 79 59 3 42 45 55123666435 1 64 69 32 3 4 46 70 78 33 43 44 5263 71 56 S3 62 12 74 77 55 73 58 57 54 E 1 75 7 130 129 1rA"5 101 12E 124 121122 127 116 120 14 11 115 119 1 108 10 109 106 NOM 11 1 1 Flat 11 81 82 83 84 95 8R 93 96 86 92 97 87 91 98 88 90 89 99 1 8y / 10 3 Flat Fax: 1- 866 - 333 -6988 No. RESULT ESUL No. RESULT No. RESULT No. RESULT No. RESULT 1-4 Passed sulting, Inc. PROPERTY ADDRESS :: 11300 NE 2 Ave. Miami Shores WNER: Barry University CONTRACTOR: Biscayne Construction Co. Inc. TILE' YPE: Flat ATTAC)MENT.• Polyfoam Building Solutions For The Construction Industry ering & Testing Equipment: Digital Chatillon DFIS 200 C.A. #: 26095 13605 S.W. 149 Avenue Unit 1 Miami, FL 33196 Certificate: 02- 0501.06 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 : PASSED ❑X FAILED ❑ THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS 106. Reviewed by: Marlin Brinson, P.B. Lic. No. 60749 Voice: 305 - 25644550 "ROOF SKETCH" NA Front Lab Report No. N07- 050619 PERMIT No: RF -6 -06 -1633 ROOFING SQUARES: 4 ROOF PITCH :: 4:12 INSPECTORS INITIALS: JP /CT TEST DATE: 5/25/07 Floridatec.net Fax: 1- 866 - 333 -6988 BUILDING IIECCMEWM PERMIT APPLICATION JUN FBC 2004 B Y: .......... ''' Permit Type (circle): Building Electrical Plumbin Owner's Name (Fee Simple Titleholder) ix Owner's Address 113 Qv N e' City MI ei/na Oh State (_. G1?;G,J 1f- N/ Tenant/Lessee Name Job Address (where the work is being done) e(Z„ J s Type of Work: []A ddition DAlteration []New Describe Work : / ��I ,�/�� L.2., ti Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ade Zip g Permit No. t' V G -1X33 aster Permit No. Phone # Phone # City Miami Shores Villa a County . Miami -Dade FOLIO / PARCEL # 3 ( , r g D o ©S / Is Building Historically Designated YES NO 1 Mechanical C3a) s9F - vas-4 333 (g ») 697. 5. N; 'u s vG Zip Contractor's Company Name %S( /V e 5 . 4.> Phone # Contractor's Ado ess / 70 4? .S s 7/We t / / State Zip ,9,3 1 3 City s,s . �! � Qualifier Name Value of Work For this Permit Ss CpW, � te'' Square / Linear Footage Of Work: 609 7 O 1.14-1 !J cO Phone # 6.14r) G 1Tr 76,, 7 State Certificate or Registration No. t /'rJ Ls L Certificate of Competency No. `'�' Architect/Engineer's Name (if applicable) Phone # B ❑ Demolition Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ 31 . 2 - 0 . Technology Fee $ 1 3 • - 75 Scanning $ Co • p® Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ q Structural Review. $ Total Fee Now Due $ 14 -S' See Reverse side -* CCF $ c l ° 3 . Co0 coicC Zoning $ Bonding Company's Name (if applicable) Bonding Company's Address City Signature Owner or Agent The foregoing instrument was acknowledged before me this 7 day of r" r 20 04 , by ,tilt c(c4 ✓ / /»4 NOTARY PUB Sign: Print: " EPIFANIO BRITO .1 Expires ,.� " `, My Commissio (Revised 02/08/06) � �� " pp",,, Commission ;b DC0126230 * * * *inx44 * * *I APPLICATION APPROVED BY: State 'e,:t Ut(•., AV? tfq:° BcnJcd through (8004;312-4254) tsn..Inc. 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 zong. "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 such posted notice, the inspection will not be approved and a reinspection fee will be charged. Sarrh UN iveesZ Signature Sign: Print: My Co Contractor The foregoing instrument was acknowledged before me this 7 day o 20 0`, by k/4 4' 141'!9f ly known to me or who has produced ( who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: SS10 X� i� ... .................... .....EPIFANIO . oITO � � � na ���uumn n # DD0126230 P " =_ Expires of thl,gh Bonded • Z tle�Yn.aa9 a■ b% o , "j No 1 m Plans . u.. xam stluC . tl Y� Examiner Engineer Zoning ti Master. Permit. No. • . ••• • • • •.• •.•• • ••••• • • • • • •• • • • • • • • • t • • • •••••• ••• grolictasttttdiftg. eon 8144:4 kinicar3e aaIP1 eerjc►ppU Sect on..A.:FG:.rieiSal_1nforcri'a .•• • • • •• ••• •• • Proc No. • Contractor's Name S : Job Address 11300 ).4"''7 4-ve ROOF CATEooRY iRr<ow Slope. ❑ Mechanically Fastened Tile LSD' IV /Adh ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shin Shingles ❑ Prescriptive BUR -RAS 150 �� ROOF TYPE ❑ New Roof L"J Reroofing ❑ Recovering ❑ Repair ❑ Maintenanc ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 2 /c, 7A ' 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. 1 7Z //) goo i/O 1 1(3 fool 15 Pit r Ail a Miami Shores Villa MOMEWEI aUK 1 5 2006 BY: edd • • • -• • Roof System Manuf turlar. •42- • • • • -534 /as t /UC Product Approval Number: D Cv -• c &io . 0c, Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: , 7 P2'„ - 1Oq•" P3, jD el_ Maximum Design Pressure , `( Product Approval Specific System: /g Method of tile attachment: Po( ',VELOCITY HURRICANg ZONES Roof Slope: : 12 Ridge Ventilation? N /q, d • • ••• • • • • •• • • •• • • • •• •• • • • • ••• • • • • • • • • • • • • • •• • • • E g co¢as;Egon 2004 Hiitf;V$io urri a 7per� UnifQrrr�P tAnpllcation Form. • • ••• - Section D ( : Steep Sloped Roof System) Mean Roof Height: Qs ••• • • • ••. • Steep Sloped Roof System Description Deck Type: ype Underlayment: nsulation: Fire Barrier: - 2 ' •• Fastener Type & Spacing: Type & Size Drip edge: 1, %2 \ \dhesive Type: /,e d \\ Cap Sheet: \Roof Covering: � Fk /ts ' renere t0 ubt:rrn .information Description Symbol P I or P2 or P3 Where to find 12AS I27 Table I or by an engineering analysis prepared by PE based on ASCII 7 Design Pressure Mean Hoof Height 11 0 lob Site H i Job Site Roof Slope Aerodynamic Muiliplicr ?. L Product Aporoval Restoring Moment due to Gravity M„ Product Aporoval Attachment Resistance Mr Product Approval - Required Moment Resistance M, Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance F, Calculated Average Tile Weight W Product Approval - Tile Dimensions I= length hw width Product approval All calculations must be submitted to the Building Official at.the time ofparnit application. Section E_4THa.CaLCUiatiorls) • • ••• • • • • •• • • • For Moment based tile•tvstenis, choose orth°a• 1 or 2. Compared e for M,. with the values front M If the M values are greater than or equal to the Mr values, for each•a.rea of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P, :•gq•7x A. mza(= / M• d•gb =i'1 (P2:'�� f x d.tOS ='�/ So) d � =M " -�r� P roduct Approval Vl,�ia� .l� - - M,, G• n gti . Product Approval M,/ /f� (P3: - /Oy.f x X Q.?.' •ZJ•Sd )- M� k.60 = t1Mr3 zeal, Product Approval M, // Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below Product Approval Vl Mean Roof Height -311. Roof Slope ,, 3:12 4:12 • • ••• • • • • •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • •• • • ••• • •• • • • • • • • PJ otida auiidid Coed ciition 2004 Higl1 VeloUtyt Hufhtlnne:2one Unifdrm Pt mit Application Form. 15' 32.2 30.4 5:12 28.4 6:12 26.4 7:12 24.4 FLORIDA BUILDING CODE - RESIDENTIAL M Required Moment Resistance* • 20' 36.5 34.4 32.2 30.1 28.0 25.9 25' 38.2 39.7 36.0 37.4 33.8 35.1 31.6 32.8 29.4 30.5 27,1 28.2 30' 40' *iVlust I>e used in conjunction with a list of moment based the systems endorsed by the 13rmr: I'd County Bnard of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the valves for F If the F' values are greater than or equ:d to the F, values, for each area of the roof, then the tile attachment method is accentable. Method 3 "Uplift Based Tile Calculations Per RAS 127" ' _ -_.. S I: __ _ _ X W: = ) - W: _ x cos G.' _ = F (P_ : x I: _ x hv: _ ri' Product Approval F ' -- )- W: v cos B: = Fr2: Product ,\ pp rova I F (1,:x1: - x w:= J ) cos H = F - -- �' Product Approval F HIGH - VELOCITY HURRICANE ZONES 42.2 39.8 37.3 34.9 32.4 30.0 44.23 • • ••• • • • • .• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • •• • • • •• • • • • • • • •• • • •• • • • • • • • • • • • • • • • • • ••• • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION . • • • • NOTICE OF ACCEPTANCE Entegra Sales, Inc. • • • • • 819 N. Federal Highway, Suite 300 Stuart, FL. 34994 • • • • •• • • •• • • • • • • •• • • • • • .•. • • ••• • • • • • • • • •• •• MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAMER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 - 2901 FAX (305) 375 - 2908 www.buiidfnacodeonlinecam 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 Jurisdicdon (AHJ). This NOA chall 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. DESCRIPTION: Bermuda Concrete Flat 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 because 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 # 01- 0417.09 and consists of pages 1 through 6 The submitted documentation was reviewed by Alex Tigera. NOA No. 06-0310.06 Expiration Date: 06/07/11 Approval Date: 05/25/06 Page 1 of 6 ROOFING ASSEMBLY APPROVAL • Category: Sub Category: Material: 1. SCOPE • • . •• •• • • • • • • • • • • • • • •• • 2. PRODUCT DESCRIPTION ••• • • • ••• • • • • • •• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • ••• • • • • • • •• • •• • • • • • g . • • •• • • • •• • • • • • • • • • $g • • • • • • Rtoo$ng Tile$ • • Concrete •• • • • •• ••• •• • • • • • • • This revises a roofing4s$e� using 1tntegsaWlateoncrete Roof Tile, as manufactured Entegra Roof Tile Corporation described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. Manufactured by Test Applicant Product Dimensions Specifications Description Fntegra Flat Tile 1= 16" TAS 112 Flat profile, interlocking, high pressure w = 10" extruded concrete roof tile equipped with 1 -1/4" thick two nail holes. For direct deck or batten nail on, mortar or adhesive set applications. 0 Trim Pieces 1= varies TAS 112 Accessory trim, concrete roof pieces for use w = varies at hips, rakes, ridges and valley varying thickness terminations. Manufactured for each tile profile. 0 2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS Test Product Product Dimensions Specifications Description Rainproof 11 30" x 75' roll TAS 104 Single ply, nail -on 36" x 75' roll underlayment with or 2" self - adhering top 60" x 75' roll edge. Ice and Water 36" x 75' roll TAS 103 Self- adhering Shield underlayment Manufacturer Protect -O -Wrap, Inc. (with current NOA) W.R. Grace Co. (with current NOA) NOA No. 06- 0310.06 Expiration Date: 06/07/11 Approval Date: 05/25/06 Page 2 of 6 Wood Battens Tile Nails Tile Screws Roof Tile Mortar ("TileTiterM") Roof Tile Mortar ( "Quikrete® Roof Tile Mortar #1140 ") Roof Tile Mortar ( "BONSAL® Roof Tile Mortar Mix ") • • •• • • ••• • • • • • •• • • • • • • • • • •• • • • • • • • ••• • • • Test Product • Dimensions ... Specifications • • • •• • • • • • • • •• • • • •• • • • • •• eis;u l . • :Wood lireeekers • Mm " r • • • Institute LP — 2 Horizontal Min.1'44:fcn"U,se :•• ••• with Netted b$tteanss • • : • • • •••••••• • .• er• • • • ••• •• Min. 1 "x 2" for use alone Min. 10dx 3" #8x 2Y2" long 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. N/A N/A N/A Roof Tile Adhesive N/A ( "Polypro® AH160 ") Roof Tile Adhesive Factory premixed TileBond canisters • •• • • • • • •• TAS 114 Appendix E TAS 114 Appendix E TAS 123 TAS 123 TAS 123 See PCA See PCA Product Description Salt pressure treated or decay resistant lumber battens Corrosion resistant screw or smooth shank nails Corrosion resistant, coated, square drive, galvanized, coarse thread wood screws Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Two component polyurethane adhesive designed for adhesive set roof tile applications. Single component polyurethane foam roof tile adhesive Manufacturer generic generic generic Bermuda Roof Company, Inc. with current PCA Quikrete Construction Products with Current PCA W. R. Bonsai Co. with current PCA Polyfoam Products, Inc. Flexible Products (with current NOA) NOA No. 06- 0310.06 Expiration Date: 06/07/11 Approval Date: 05/25/06 Page 3 of 6 pct Hurricane Clip & Fasteners 3. LIMITATIONS • . • .. • • . . • • • • • • •.. •imensions. • -• • . '. • • •• • • • • . . • ..-p ... Min. 1" width Min. 0.060" thick Chp • Min.;dctx .• • • • • • • ... • • . • . • • • • • • • ... • • • • • • • • • ... • • • • .. 4.2 Data For Attachment Calculations Test . . .Specilcatteas •• ....• • •. • Tax' 1 r4. Appendix E •. ... . . . • • • • • .. • • • .. • • • •.. . . Product Description Manufacturer Corrosion resistant Generic clips with corrosion resistant nails. 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable Building Code. 4. INSTALLATION 4.1.1 Entegra `Flat' Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. NOA No. 06- 0310.06 Expiration Date: 06/07/11 Approval Date: 05/25/06 Page 4 of 6 Table 1: Aerodynamic Multipliers - X (ft Tile X (ft X (ft Profile Direct Deck Application Direct Deck Application Entegra Flat Tile 0.189 0.205 pct Hurricane Clip & Fasteners 3. LIMITATIONS • . • .. • • . . • • • • • • •.. •imensions. • -• • . '. • • •• • • • • . . • ..-p ... Min. 1" width Min. 0.060" thick Chp • Min.;dctx .• • • • • • • ... • • . • . • • • • • • • ... • • • • • • • • • ... • • • • .. 4.2 Data For Attachment Calculations Test . . .Specilcatteas •• ....• • •. • Tax' 1 r4. Appendix E •. ... . . . • • • • • .. • • • .. • • • •.. . . Product Description Manufacturer Corrosion resistant Generic clips with corrosion resistant nails. 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable Building Code. 4. INSTALLATION 4.1.1 Entegra `Flat' Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. NOA No. 06- 0310.06 Expiration Date: 06/07/11 Approval Date: 05/25/06 Page 4 of 6 Table 3: AttadhtBenfrReBlatavtee Expressed as a Moment - Mt (ft-lbf) for Nall -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Entegra Flat Tile 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 • 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 50.3 65.5 48.3 1 Installation with a 4" tile headlap and fasteners are located a min. of 21i" from head of tile. Table 4. Attachment Resistance Expressed as a Moment Mf (ft - Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Entegra Flat Tile Adhesive 31.3 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TlleBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Talile 2i •Restgtlng'Moments due to Gravity - M. (ft Ibf) Tile Profile 3;:12' • • •• •.• • :4 "!t?• • : . :. •.• •.• : : • § ":12" •.• 6•:12" 7 " 12" or greater Entegra Flat Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.53 •6791 : 643 : . • 8.29 6.71 6.14 6.54 5.97 N/A • • •• • • • • •• .•• •• • . • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • .•• • • • • ••• • • • • • .. •I • NOA No. 06- 0310.06 Expiration Date: 06/07/11 Approval Date: 05/25/06 Page 5 of 6 Table 4A: Attachmnn$ Reeletahexl Expg sed as a Moment - M, (ft -Ibf) :: :. fox MaglEgPettif *dye Set Systems Tile Profile : : file Aj$II ol� : • • • Minimum Attachment Resistance Entegra Flat Tile PoiyProTm 118.94 • • • • • • • • • • polyp _ • • • 40.4 y 4 Large paddy placement of45 so' f Po6jgfo ' • . 5 Medium paddy placementJJ 23 groans of dol;P Pi ... • • • •• • • • • .•• •. • • • •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • •• • 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents requited by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. PRO DRAWING ENTEGRA "FL " CONCRETE ROOF TILE 16' END OF T$IS ACCEPTANCE NOA No. 06- 0310.06 Expiration Date: 06/07/11 Approval Date: 05/25/06 Page 6 of 6 • • . •• •• • • • • • • • • • • •• • ••• • • • •• • BUILDING CODE COMPLIA4C1 t:F1:ICE (14CCQ) PRODUCT CONTROL DIVISION • • • • • NOTICE OF ACCEPTANCE (NOV • • Polyfoam Products, Inc. • 11715 Boudreaux Road Tomball, TX 77375 •• SCOPE: This NOA is being issued under the applicable rul The documentation submitted has been reviewed b Review Committee to be used in Miami Dade Co Jurisdiction (AHJ). This NOA shall not be valid after the expiration da AHJ (in areas other than Miami Dade County) res assurance purposes. If this product or material fail the expense of such testing and the AHJ may im material within their jurisdiction. BCCO reserves that this product or material fails to meet the requi This product is approved as described herein, and Zone of the Florida Building Code. DESCRIPTION: Polypro® AHI60 RENEWAL of this NOA shall be considered afte change in the applicable building code negatively a TERMINATION of this NOA will occur after materials, use, and/or manufacture of the product o product, for sales, advertising or any other purpos with any section of this NOA shall be cause for t ADVERTISEMENT: The NOA number preced the expiration date may be displayed in advertising be done in its entirety. INSPECTION: A copy of this entire NOA shall and shall be available for inspection at the job site This NOA renews NOA No.01- 0521.02 and consis The submitted documentation was reviewed by J ••• • • • • • •• • • • • • •• • • • • • ••• • • • • • • • •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • •• •• • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 and regulations governing the use of construction materials. the BCCO and accepted by the Building Code and Product ty and other areas where allowed by the Authority Having e stated below. The BCCO (In Miami Dade County) and/or the e the right to have this product or material tested for quality to perform in the accepted manner, the manufacturer will incur ately revoke, modify, or suspend the use of such product or e right to revoke this acceptance, if it is determined by BCCO ents of the applicable building code. been designed to comply with the High Velocity Hurricane a renewal application has been filed and there has been no ecting the performance of this product. expiration date or if there has been a revision or change in the process. Misuse of this NOA as an endorsement of any shall automatically terminate this NOA. Failure to comply Marion and removal of NOA. by the words Miami -Dade County, Florida, and followed by literature. If any portion of the NOA is displayed, then it shall provided to the user by the manufacturer or its distributors the request of the Building Official. of pages 1 through 7 e L. Acebo. NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 1 of 7 ROOFING ASSEMl314 4 P1PROVALZI • . Category: • . • •13.eofing:. • . • Sub Category: Roof tile adhesiv Materials: Polyurethane .. .. • .. • •••••• • • SCOPE: • • . •• • • ••• •• • • • • • . • • • • • • • . • • • • • • • • • • • • • •• • • • • This approves Polypro® A11180 as nPanufa of this Notice of Acceptance. For the locations applicable building code, does not exceed the compliance with Roofing Application Standard profile roof tiles system using Polypro® AH 1 moment based system for single patty placem PRODUCTS MANUFACTURED BY Product Dimensions Polypro® AH 160 N/A Foampro® RTF1000 ProPack0 30 & 100 PRODUCTS MANUFACTURED BY 0 Any Miami -Dade County Product Control A cc list moment resistance values with the use of P PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content N/A N/A Tes ASTM D ASTM D ASTM D ASTM D ASTM ASTM D Note: The physical properties listed above by accepted ASTM test methods and • ••• •• • • . • • • • • ••• • •• • . . • . .• • . . • • • • • •• • • • by Po1yfoam Products, Inc. as described in Section 2 here the design pressure requirements, as determined by sign pressure values obtained by calculations in 127, for use with approved flat, low, and high . Where the attachment calculations are done as a t, and as an uplift based system for double patty systems PLICANT: Test cations AS 101 HERS: Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment � ted Roof Tile Assembly having a current NOA which ypro AH 160 roof tile adhesive. Results 1622 1.6 lbs. /ft.' 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise 1623 28 PSI Parallel to rise 2127 0.08 Lbs./Ft 96 3.1 Perm / Inch 126 +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Change @158 100% Humidity, 2 weeks ASTM D 1 856 86% re presented as typical average values as determined re 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 SUBMM'lT► :3 . • • • • Test Agenc) • . • Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services LIMITATIONS: • • ••. • • • ••• • • •• • • • • • •. •. • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • ••• • • •. • • • • ••• #94 -060 . 2781f1.1yA Z 7 3 3 ' • 25,74:38 -4 15'14$'7" 25 -7492 NB -589 -631 1. Fire classification is not part of this acceptance. Refer tc the Prepared Roof Tile Assembly for fire rating. 2. Polypro® .4.1-1160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F 2 P= MS • ••• • •• •• • • • • • •• • • • • • •• • • • • • • • : T • e$t tdenfgi'er• .' 9637 -92 01 -6743 -011 01- 6739 -062b[I J 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 W Test Name/Report TAS 101 TAS 101 SSTD 11 -93 SSTD 11 -93 SSTD 11 -93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 TAS 101 TAS 101 Date 04/08/94 12/16/96 • 10/25/95 11/02/95 12/12/95 02/01/94 04/30/93 11/16/94 01/16/95 03/14/96 10/23/98 12/28/98 TAS 101 03/02/99 NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04 /13/06 Page 3 of 7 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 1 7 /side on cap and 34 /p N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 INSTALLATION: • • • • • • • • •• • • • • • • • 1. Polypro® AH16(O y3.used foott :e 1.1sembly having a current NOA that lists uplift resistance values ;oil the use c liol'ypro® A•116a• • 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placenle it Jgtai4 nod hen. The roof tile assembly's adhesive attachment with the use of Polyproe attachment resistance, expressed•as an uplift based system, to meet 8r ixdeeI die3sbli$ resistance determined in compliance with Miami -Dade County Roofing App4catrori Sta idards 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 Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and Iicensed 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 Foampm RTFI000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutcs after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. LABELING: All Polypro® AHI 60 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. • • ••• • • • • ..• • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 • • ••• • • • • ••• • • • • • •• •• • • . • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • ..ADHHS M PLA,CEMNT DETAIL 1 • • • • • . 6 • • •SIl( , ei : P ATTY • •••• • • • •••• • • • • ••• • • . Pad* (Beneath We) tOP MOM fifths Ilan cane eon. w. Abet Bosecad eaeeeof pa. Sea. Ensure ern end of award cower tin ate flush af one Ma. Pan damn Weeplale (mortar shown) Man &mash pegie end Optional Pohaktp lints an forgiladlnal edges of fBa NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 • • ••• • • • ••• ••• •• • It • •• •• • . • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • •.ADHIESLSE PLAS EMLNT DETAIL 2 • •••• • •• •••• • • • ••. • • • •• • • • •• ••• •• • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 6 of 7 • • ••• • • • ••• •• • • • • • • • • •• . • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••••••• •••• AI nEA»E PkAC1IyIENT DETAIL 3 : :: • • ': : Do4rgI.2 PaA,TTY •••• • • •••. ••.• • • .• • •••• • ••• • • END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04 /13/06 Page 7 of 7 •S.ect E'a ca • FM in Specific Roof Assembly�Co'hct� one tts •. terie'i`�Spactrtg for t rtchor /base' Sheet and Identify Manufacturer Alt chment fife component is not used, identify: as \lA"a System Manufacturer: �n it NOA No.: 0'I r �rVI• �S Design Pressures, From RAS 128 or Calculations: Pmaxt: ' S 2. Pmax2: — 97.3 Pmax3: /if • y Max. Design Pressure. From th Specific NOA System: `G o PS ,c ( G �fr...4 Deck: Type: 6 GaugeiThickness: Slope: 9 /4/ "r : l L.. Anchcr /Base Sheet ° No. of Ply(s): 1 -V7e,p Lis Anchpr /B�se Sheet F ast eriBordin Material: /'r 1 ' in s -,-.ice 77 4 " ) `y Insulation Base 'aver. Base Insulation Size and Thickness: Base insulation Fastener/Bonding at ri Top Insulation Layer Top Insulation Size and Thickness: Top Plv: 1 `p TA_ Top Ply Fastener/ Bong Ma Surfacing: thita97 • • •• • • • ••• • •• • • • • • • •• • • • • Florida Ouildir4Q.CI6aelEaftick 20.O4 Hi • Veloc : Hurricane ZoneUntforrn P'errmit A o ' frcatton• Fonrn. �p Lap; # • • I$iLtd La Rows oc /4 , 64 Top insulation FasteneriBonding", i • • • r • • Deametir. " oc© Lap, # Rows @.„�_ " oc Comer: 6 oc @ Lap, # Rows 5 ' @ ro oc Numl3er of Fasteners Per Insulation Board Field Base Sheets; & `1c ;t Pty(s)r Base Sheet Fasten' 'Bonging Mater Ply Sheet(s) No. or °IY(s): e/? Ji•t oi, 5 Ply Sheet Faster; l j;��iny�ai: 17 // ii1(i- (O/ Perimeter kteedtpcfr. • Cornet Illustrate Components.Noted.and Details as. Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. l - Dypiktadi r &F i-6)( f s4 rismy FT. FT. Parapet Height 11 Mean Roof Height to eita IA t ay 04 APO LiitX 1, ift q n •C, m M IA M IOADE • • •• • • • • • • • • • • • •• • • • • •• • • • • • • •• • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• • •• • ••• BUILDING CODE COMPLIANCP OME ($CCQ) ; • PRODUCT CONPROL DIVISION; i i i i • i • • • •• • NOTICE OF ACCEPTANCE (NOA) Johns Manville Corporation • 71717 Stmt Denver, CO 80202 • • • • • • • •• • • • • • • • • • • • • • •• •• • • • • •• •• • • • •• • •• • • • • • MIAMI DARE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by 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 (AM). 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 AHT (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 MuuniDade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as descxrbed herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Johns Manville Modified Bitumen Roofing Systems Over Wool Decks LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "14llamiDade 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 purges 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 revises NOA #/ 03- 0212.12 and consists of pages 1 through 24. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA Ndt.: 04- 0401.05 Fapiration Date: 07/19/06 Approval Date: 07/01/04 Page 1 of 24 • . ••• • • • • • • • • • • • • • • • • ••• ROOFING ASSEMBLY APPROVAL • .. COM. Sum DynaBase DynaWeld Base Dimensions 54' -10" x 36 "; roll weight 88 lbs. 39' 3/8" x 32'- 10"; roll weight 90 lbs DynaFlex 3x25 DynaGlas 39 -3/8" x 32' -10 "; roll weight 100 lbs. DynaWeld Cap FR 39' -3/8" x 32' -10" roll weight 110lbs. DynaGlas 30 FR 39 -3/8" x 32'40"; roll weight 90 lbs. DynaGlas FR 39 -3/8" x 32' -10"; roll weight 101 lbs. DynaKap 39 -3/8" x 32' -10"; roll weight 115 lbs. DynaKap FR 39-3/8" x 32' -10"; roll weight 1151bs. DynaLastic 180 39 -3/8" x 32' -10"; roll weight 101 lbs. Dynaras1ir.180 FR 39-3/8" x 32' -10"; roll weight 101 lbs. DynaLastic 180S 37" x 36' -9" roll weight 90 lbs. DynaPly 39-3/8" x 32' -10 "; roll weight: 90 lbs. • • • • ••• • • • •• •• • • • • • • • •• • • . • • • • • • • • • • •• .. • . . . •• • • ••• • • • ••••. • • • • • • • • • • Reefing • • • • • • • SBS Modified Bitumen Deck Tvpe: • • VVborI Maximum Design Pressure • .- 6D'psf. • Pire Cla�ssifir:a n: • • * See &halal Li$nitaiion. 2 • . ••• TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test cation ASTM D 6163 Type I Grade S ASTMD 6163 Type I Grade S ASTMD 6163 Type I Grade S ASTM D 6163 Type I Gracie G ASTM D 6163 Type I Grade G ASTM D 6163 Type I Grade G ASTMD 6163 Type I Grade G ASTM D 6162 Type II Grade G ASTM D 6162 Type II Grade G ASTM D 6164 Type I Grade G ASTMD 6164 Type I Grade S ASTMD 6164 Type I Grade S ASTMD 6162 Type IIGrade S Product tion An SBS modified bitumen coated, fiber glass reinforced base sheet An SBS modified bitumen coated, fiberglass reinforced base sheet for last welded applications. A flexible polyester/glass scrim reinforced, granular - surfaced flashing sheet An SBS modified bitumen membrane surfaced with granules for application in hot asphalt. A fire resistant SBS modified bitumen membrane surfaced with granules for heat weld applications. A fire resistant SBS modified bitumen membrane surfaced with granules for application in hot asphalt. A the resistant SBS modified bitumen membrane surfaced with granules for application in hot asphalt. A fiberglass/polyester reinforced SBS modified bitumen membrane surfacer with granules for application in hot asphalt A fire rat, fiberglass/ polyester reinforced SBS modified bitumen membrane surfaced with granules for application in hot asphalt. A polyester reinforced SBS modified bitumen membrane surfaced with granules for application in hot asphalt. A 180 gram polyester mat reinforced, granular - surfaced, modified bitumen cap sheet for use in fire-rated systems. A 180 gram polyester mat reinforced, modified bitumen cap sheet for use in fire -rated systems. A polyester reinforced SBS modified bitumen ply sheet for use in conventional and modified bitumen built -up roof systems. NOA No.: 04-0401.05 Expiration Data 07/19/06 Approval Date: 07/01/04 Page2of24 Product DynaLastic 250 DynaLastic 250 FR Dyne Max Dynablax FR DynaCkd DynaBase XT DynaGlas FR XT Ventsulation Felt GlasBase Plus (UasPly 1V GlasPly Premier PennaPly 28 FesCant Plus Cant Strips, and Taper Edge MBR Plashing Cement Base and Activator MBR Utility Cement MBR Bonding Cunt and Activator Bestile Industrial Roof Cement • • •• • . • • • • • • • • • • ••• 39-48 • x ' 1A"; : ASTM D X184 :.A 250 gem polyester mot reinforced, granular • • • Type2I Gr$de:a *faced, modified bitumen cap sheet. weight: 114 lbs. • • • • 39 -3/8" x 32' -10"; ASTM D 6164 A 250 gram polyester mat reinforced, granular - .tbn : : • • Xype II Fired • Es surfaced, modified bitumen cap sheet for use in weight! 113 ills.: : :. • • • • • fire -rated systems. 39 -3/8: z'3Z -10"' . • AR MN • 611 • A fiberglass/polyester reinforced SBS roll . Type IQ Grade G modified bitumen membrane surfaced with weight 99 lbs. granules for application in hot asphalt or heat weld. 39 -3/8" x 32' -10 "; roll weight 116 lbs. 39 -3/8" x 33' -6 "; roll weight 101 lbs. 39 -3/8" x 49' -2" 39 -3/8" x 32' -10 "; 36 "x36' 36" x 108'; roll weight 84 lbs. 36" x 200' 36" x 180' 36" x 108'; roll weight 72 lbs. various N/A N/A N/A various • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • ••• Test Product • §willksgal • • Descriufion ASTM D 6162 Type IIl Grade G ASTMD 6298 ASTMD 6163 Type II Grade S ASTM D 6163 Type ] Grade S ASTMD 4897 Type II ASTM D 4601 ASTM D 2178 TYPe ASTMD 2178 Type VI ASTM D 4601 Type II ASTM C 728 Proprietary ASTM D 4586 PrePrietetY ASTM D 4586, type I A fire resistant, fiberglass/ polyester reinforced SBS modified bitumen membrane surfaced with granules for application in hot asphalt.° A foil faced, glass reinforced, SBS modified membrane for application in hot asphalt. A heavyweight glass reinforced SBS Base/Ply sheet. A heavyweight glass reinforced granular surfaced SBS Cap sheet. Heavy duty fiber glass base sheet impregnated and coated on both sides with asphalt with or without fine mineral stabilizer. Surfaced on the bottom side with coarse mineral granules embedded in asphaltic coating. Type II asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built-up roofing. Type IV asphalt impregnated glass felt for use in conventional and modified bitumen built-up roofing. Type VI asphalt impregnated glass felt for use in conventional and modified bitumen built -up roofing. Type II asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built-up roofing. Factory pre - fabricated cant strips and taper edge, manufactured from expanded perlite insulation. A two component elastomeric, cold application adhesive, consisting of a modified proprietary coaprnmd with an halt base. General purpose trowel grade, cutback bitumen cement mixture including inorganic fibers and mineral stabilizers. A two component, elastomeric, cold application adhesive. A trowel grade, cutback bitumen flashing grade cement mdxture including inorganic fibers and mineral stabilizers. NOA No.: 04.0401.05 Expiration Date: 07/19 Approval Date: 07/01104 Page 3 of 24 Product Flex -I Drain PC/PET RetroDrain USII RetroDrain Superpome RetroDrain FP-10 Vents • •• • • • • • • ApOsen • .... . . 10" deck flange, base diameter of 4" and a height of 6" Expand-0 -Guard various Expand -O -Flash various Presto -Lok Fascia and various Flashing System DynaTred & various DynaTred Plus Roof Walkway APPROVED INSULATIONS: Product Name ENRGY 2, ENERGY 3, PSI-25 ENRGY 2 Composite ENRGY 2 Plus Fesco Foam, DuraFoam Retro-Fit Board, DuraBoard Fesco Board Fiber Glass Roof Insulation • • • • • • •• • • • •• •• • • • • • • • ••• • • • • • • • • • • • • • ••• • • • Description • : *t. A•711-6j : s Two piece flexible dram system composed of a • • SBCtI 8.:1$ory1 deck flange, a flexible neoprene bellows 'IBC 323$ "and no hub connection. Available in various sizes and styles for most retro-fit applications. vafi6uQ ; . • . ; • • Neer • • • • • Engineered resin copolymer fabricated drain • • for retrofit applications. One piece, ahmhinum fabricated drain for retrofit applications. various N/A Cast aluminum, heavy -duty drain for retrofit applications. N/A One -way roof vent, designed for use in various roof systems, for the release of pressure created by gases or moisture vapor trapped within the roofing system. N/A Elastomeric expansion joint cover for vertical expansion and seismic joints. Manufactured from non reinforc d, form - supported elastomeric bellows with a bifurcated waterproof aunt to metal flanges. N/A Expansion joint covers manufactured from non - reinforced, fo rr -supported elastomeric bellows with a bifurcated waterproof attachment to metal flanges. PA 114 A multi piece fascia and flashing system for built -up and modified bitumen en roofing systems manufactured from aluminum or steel. N/A Preformed, skid resistant boards. • vasi n Nt4. Test Product • • TABLE 2 Product Description Isocyanurate Insulation. Polyisocyanurate insulation laminated to perlite. Polyisocyanurate insulation laminated to wood fiber. Isocyanurate Insulation with perlite facer A high - density perlite roof insulation. Rigid perlite roof insulation board. Fiberglas roof insulation. Manufacturer (With Current NOA) Johns Manville Johns Manville Johns Manville Johns Manville Johns Manville Johns Manville Johns Manville NOA No.: 04- 9401.05 Expiration Date: 07/19/06 Approval Date: 07/01/04 Page 4of24 Styrofoam Dens Deck Sturdi -Top Wood Filard High Density Wood Fiberboard Perlite Insulation Board Type X Gypsum XPS Structodeck Fiber Base APPROVED FASTENERS: Fastener Number 1. UltraFast 2. UliraPast ASAP 3. UltraFast Metal Plate 4. UltraFast Plastic Plate 5. Olympic Fastener #12 & #14 6. Olympic Fastener ASAP 7. Olympic Polypropylene Product Name • • • •• .• • • • • • • • • • • • • • • •.. • • • • •• . • • •.. • • • • • • • • • • • • • • • • • • • • • .. • APPROVED INSULATIONS: • /�f * {� 2 • • • • . ...i,B12.2 •' • . •• ..... Product Name • • • • • • • • • pti • •r ktDkfri on • Adillox Isocyanurate Insulation with woal. • ' • : r' . Pyrex, White Line • • : Tsoiyalukatt Ildiulatibf .. .. . . .... .. ACFoam Composite • Isocyanurate Insulation with perlite facer ACFoam Il Isocyanurate Insulation Extruded polystyrense insulation Silicon treated gypsum Wood fiber insulation board. Regular wood fiber insulation High Density Wood Fiber insulation board. Perlite Insulation Gypsum Wallboard Extruded polystyrene Ifigh Density Wood Fiber insulation board. Masonite Asphalt coated wood fiber insulation Temple Inland Forest TABLE 3 . Product Description Dimensions Insulation fastener for wood and steel. Pre - assembled Insulation fastener and plate Galvalume AZ55 steel plate 3" square & 3" round High Density Polyolefin round plate Insulation fastener Pre - assembled Insulation fastener and plate Polypropylene plastic plate Manufacturer (With Current NOA) Apache Products Co. Apache Products Co. Atlas Roofing Corp. Atlas Roofing Corp. Dow G P Products G P Products Generic Generic Generic Generic Generic Products Corp. Manufacturer (With Current NOA) Johns Manville Johns Manville Johns Manville 3" round Johns Manville Olympic Mfg. Group Olympic Mfg. Group 3.25" round Olympic Mfg. Group NOA Noe 04-0401.05 Fapaai3anDais 07119/06 Approval Data 07/01/04 Page 5 of 24 APPROVED FASTENERS: • •. ••• ••.. • •.. Product • • Name Fastener Number 8. 9. EVIDENCE SUBMITTED: Test AaencvB titer Factory Mutual Research Exterior Research & Design IRT, Inc. Atlantic & Caribbean Roof Consulting, LLC • • ... • • • • .• .• • • • .. .. • • • • • • • • • • • • • .. • • • • • • •• • • • • • • • • • • • • .. 'r .. • .. . . . •. • • :Frodudt. . • • • bescription Olympic G -2 • •• attild :evaluate AZ55 • ...sue •• Olympic Standard • • • : : 'qogalvalutae A750 steel plate Manufacturer Dimensions (With Current NOA) 3.5" round Olympic Mfg. Group 3" round Olympic Mfg. Group Blunt Report Date J.I. # 3001482 FM Approval Report 08.11.98 J.L # 3001629 FM Approval Report 09.10.98 J.L # 0Z8A9.AM J.L # 3D4A4.AM FM Approval Report 09.28.98 J.I. # 3000949 3007148 FM Class 4450 04.19.00 3007148 PM Class 4450 09.15.00 #4361-2.04.97-1 Uplift Resistance 02.04.97 #10390A- 12.97 -1 Uplift Resistance 12.00.97 #99004 Uplift Resistance . 03.00.99 ACRC 03017 TAS 114 09/30/03 NOA No. 04-0401.05 Eapiratrton Date: 07/19/06 Approval Data 07/01/04 Page6 of 24 Membrane Type: Deck Type 1: Deck Description: System Type E(3): Base Sheet: Fastening. Ply Sheet: Membrane: Surfacing. Maxim Design Pressure: • ••• • •• • • • • • • • • • • • • ••• • • • • • • • ••• •• •• • • • • • • • • • • • •• • • • • ••• SB •• • • ••• • .• s•. •• •• ••• • • •• • • •• •• • • • • • ••• Wood , l►Tos- iusulatsd • • • • • •. 19/32" or greater plywood or wood plank, fastened with #8 strews. •• • • • •• ••• • Base sheet $ hin y falitpned. • • • MI General and System llmiiiktit bs kpply. • • • • • • • One ply of GlasPlyP �PermaPly 28r Ventsulation fastened to the deck as cri 1:1 Base sheet shall lam and fastened with 12 ga. annular ring shank nails and 1=7 diameter tin caps 9" o.c. in the and two rows stagger t r of ts' (Optional) One or more n la of DynaBase, ' ase GiasBase P ist�'1, ermaPly 28, G1asPly Premier asphalt non f DynaPly adhered to the a base :, � • �= _ ., _ a , . ; _,�, the EVT range and at a rate of 20- 401bsJtq. or one Ply DynaWeld Base heat welded. O e or more pies of DynaKap, DynaKap FR, DynaMax, DynaMax FR, DynaGlas, FR, DynaGlas 30 FR, DynaGlas 30 FR XT, DynaLastic 180, DynaLastic 180 S, DynaLastic 250, DynaLastic 250FR or in a full of a . oved ' halt 'ed FR heat welded. application instructions or of installation). Or (Only with a modified Base or Ply sheet) GlasKap Adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbssq. (Optional) Install one of the following 1. 2 -3 gallons TopGard B emulsion/sq. or 2 gallons aluminum coating/sq. Coatings shall be applied according to the manufacturers' recommamtdadons regarding specific application rates and weathering. 2. Flood coat and gravel/slag with an application rate of 60 lbsJsq. & 400 lbs.sq., respectively. 3. GlasKap Adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. XT DynaBase PR, DynaLastic 1805 or ved pimp) of NOA.Ne.:. 0401.05 Expiration Date: 07/19/06 Approval bate: 07/01/04 Page 23 of 24 WOOD DECK SYSTE1 eLIMITAwNS • • • • • • • 1 A slip sheet is required;4h PY h and Plf tbwheft *fee 1143 a mechanically fastened base or anchor • • ••• sheet. • • GENERAL LINIITATION P• • • • •• ••• •• • • 1. Fire classification is not plrt:ot tills :a4Cept rce, 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 approval 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 Hopped. 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 Ibf., 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 attachment of anchor/base sheet or membrane attachment is based on a minimums 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 calculatiams 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 specially referred within this NOA, General Limitation 89 will not be applicable.) 8. All attachment and sizing of perimeter Hailers, 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, erimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and comers). (When this dimitadion is smelly referred within this NOA, General Limitation 87 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 Cade. END OF THIS ACCEPTANCE • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• NOA No.: 04. 0401.05 Expindion Date: 07/19/06 Approval Dote: 07/01104 Page 24 of 24 , TERIALS & SYSTEMS DIRECT9RY over hand- n. iced, Ord ", over rani= :ed, ver 'I d, 1 Roofing Systems (TGFLi } •E o:rinued • • • "'- • • • • SBS MODIFIED BITUMEN SYSTEMS • • ASPHALT �� iiOT �QPG 1. Deck: C -15/32 Class A Insulation (Opli onal): An thickness, 1 • • • • • • r y ckness, otte or' a :aY i" sce✓r "Fesco-Foam ", "Fiber Glass Roof Insulation ", "1601 "` "IN:G'� 24, 3=y, in. "Fesco" over polystyrene or any UL fr<iassi:ied■ pol1isocoya a insulation, mechanically fastened or hot mopped. Base Shova n e or more plies Type Gl "GlasPly P1 ", " "GlasPly Premier" or Type G2 " PermaPly 28 ", "GlasBase" or "Ventsulation" ' "DynaPly" " or "DynaBase" (modified bitumen), mechanically fastened on hot mopped. Membrane: "DynaLastic 180S", "DynaLastic 250S", "DynaLastic 250" "DynaKap", "'DynaPly" "DynGlas ", "DynaMax FR", "DynaGlas FP 30", "DynaLastic 250FR" or "Roof Defender SBS Cap Sheet" (modified bitumen), hot mopped. Surfacing. Gravel and hot roofing asphalt. 2. Deck C -15/32 Incline: 2 Insulation (Optional): Any thickness, one or more layers "Fesco" "Fesco- Foam ", "Fiber Glass Roof Insulation ", "ISO 1 ", "E'NRG'Y -2" or any UL Classified polyisocyanurate insulation, in combination (optional) with 1/2 in. "Retro-Fit" cover board or 3/4 in. "Fesco" over "DynaBase XT" may be used in lieu of "DynaBase" and "DynaWeld Base" in all Classifications "DynaGlas 30 FR XT" may be used in lieu of "DynaGlas 30 FR" and "DynaWeld Cap FT" in all Classifications. Ply Sheet: Two or more plies Type G1 " "GlasPlyIV ", "GlasPly Premier" or Type G2 " PermaPly 28 ", "GlasBase" or "Ventsulation ", "DynaPly" or "DynaBase" (modified bitumen), nailed or hot mopped. Membrane: "DynaLastic 180S ", "DynaLastic 250S ", "DynaLastic 250 ", "DynaKap ", "DynaPly ", "DynaGlas ", "DynaMax FR ", "DynaLastic 250FR" or "Roof Defender SBS Cap Sheet ", (SBS modified bitumen), hot mopped. Surfacing. Gravel and hot roofing asphalt. 3. Deck: NC Insulation (Optional): Any thicknessn ne 3 more layers "Fesco ", "Fesco-Foam ", "Fiber Glass Roof Insulation ", "ISO 1 ", "E'NRG'Y-2" or any UL Classified polyisocyanurate insulation, in combination (optional) with 1/2 in. "Retro -Fit" cover board or 3 /4 in. "Fesco" over polystyrene, mechanically fastened or hot mopped. Ply Sheet One or more plies "GlasPly IV ", "GlasPly Premier" or Type G2 "PermaPly 28 ", "GlasBase" or "Ventsulation ", "DynaPly ", ' "Dyna- Base" or "DynaLastic 180S" (modified bitumen), nailed or hot mopped. Membrane: " DynaLastic 1805 ", "DynaLastic 250S ", "DynaLastic 250" "DynaKap" "DynaPly" "DynaGlas" "DynaMax FR ", DynaLas- tic 250FR" or "Roof Defender SBS Cap Sheet ", (SBS modified bitumen) hot mopped. Surfacing: Gravel and hot roofing asphalt. 4. Deck NC Incline: 3 � Insulation (Optional): Any thickness, one or more layers "Fesco ", "Fesco- Foam ", "Fiber Glass Roof Insulation ", "ISO 1 ", "E'NRG'Y-2" or any UL Classified polyisocyanurate insulation, mechanically fastened or hot mopped in combination (optional) with 1/2 in. " "Retro-Fit" cover board or 3/4 in. "Fesco" over polystyrene. Ply Sheet One or more plies Type G1 "GlasPly IV ", "GlasPly Premier" )( 10. or Type G2 "PermaPly 28 ", "GlasBase" or "Ventsulation ", "DynaPly ", "DynaBase" or "DynaLastic 180S" (SBS modified bitumen), mechani- cally fastened or hot mopped. Ply Sheet " DynaLastic 180S", "DynaLastic 250S", "DynaLastic 250 ", "DynaKap", "DynaPly", "'DynaGlas ", " "DynaMax FR ", "DynaLastic 250FR ", "Roof Defender SBS Cap Sheet" or "DynaBase" (SBS modified bitumen), hot mopped. Surfacing: Gravel and hot roofing asphalt. 5. Deck C -15/32 Incline: 1 Insulation (Optional): Any thickness, one or more layers, "Fesco", "Fesco-Foam ", "Fiber Glass Roof Insulation ", "ISO 1 ", "E'NRG'Y-2" or any UL Classified polyisocyanurate insulation, mechanically fastened or ) 11. hot mopped in combination (optional) with 1/2 in. "Retro -Fit' cover board, or 3/4 in. "Fesco" over polystyrene. PIy Sheet Two or more plies Type G1 "GlasPly IV ", "GlasPly Premier" or Type G2 " PermaPly 28 ", "GlasBase" or "Ventsulation ", "DynaPly" " DynaBase" (SBS modified bitumen), mechanically fastened hot mopped. , MARK ON PRODUCT • • ••• • • •• •• • • • • • •• • • • • • • • • • • • • • .: • • • • • • • ••• • • $ • • • • • • • • • . • • • ••• • • • r• ROOF COVERING MATERIALS (TEVT) ••• • • • • .• • ROOF COVERING MATERIALS (TEVT) 2001 ROOFING MATERIALS & SY • Roofing Systems (TGFU) Continued • • • • • P ly s heet: " DynaLastic 180S", "'DynaLastic 250S", "DynaLastic 250", "DynaKap "' "DynaPly", "DynaGlas", "DynaMax FR", "DynaLastic 250FR ", "Roof Defender SBS Cap She or "DynaBase" (SBS modified • • • Httumen), hot mopped. *Surfacing Gravel and het roofing asphalt. • 6. • Duck: C -15 /32 Incline: 2 ation (Optional): Any thickness, one or more layers, "Fesco ", "Fesco Foam ", "Fiber Glass Roof Insulation ", "ISO 1 ", "E'NRG'Y -2" or any UL Classified polyisocyanurate insulation, mechanically fastened or hot mopped in combination (optional) with 1/2 in. "Retro-Fit" cover board, or 3/4 in. "Fesco" over polystyrene. Ply Sheet Three or more plies Type GI "GlasPly IV" "GlasPly Premier" or Type G2 "PermaPly 28 ", "GlasBase" or "Ventsulation ", "DynaPly" or "DynaBase" (SBS modified bitumen), mechanically fas- tened or hot mopped. Ply Sheet: "DynaLastic 180S ", "DynaLastic 250S", "DynaLastic 250 ", "DynaKap", "DynaPly", "DynaGlas ", "DynaMax FR ", "DynaLastic 250FR ", "Roof Defender SBS Cap Sheet" or "DynaBase" (SBS modified bitumen), hot mopped. Surfacing Gravel and hot roofing asphalt. 7. Deck: NC Incline: 2 Insulation (Optional): Any UL Classified (except polystyrene), any thickness. Base Sheet One ply "DynaBase ". Ply Sheet: Two or more plies "DynaBase" (SBS modified bitumen), hot mopped. Surface Coating Gravel, embedded in hot roofing asphalt or any UL Classified emulsion applied at the rate of 4 -5 gal /sq. 8. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Any thickness, one or more layers, "Fesco ", "Fesco- Foam ", "DuraBoard ", "ISO 1 ", "E'NRG'Y-2", hot mopped or mechanically fastened, in combination (optional) with 1/2 in. "Retro-Fit" cover board, or 3/4 in. "Fesco" over polystyrene, hot mopped or mechanically fastened. All insulation joints offset from plywood deck joints, 6 in. min. Base Sheet One or more plies Type G1 "GlasPly IV" or "GlasPly Premier" or Type G2 "PermaPly 28 ", "GlasBase" or "Ventsulation ", "DynaPly" or "DynaBase" (SBS modified bitumen), hot mopped or "DynaWeld Base ", heat welded. Membrane: "DynaKap FR ", "DynaGlas 30 FR ", "DynaLastic 180FR ", "DynaMax FR ", "DynaLastic 250FR" or "DynaGlas FR" (SBS modified bitumen), hot mopped, or "DynaWeld Cap ", heat welded.. 9. Deck: NC Incline: 1/2 Insulation (Optional): One or more layers, any thickness, "Fesco ", Fesco-Foam ", "DuraBoard", "ISO 1 ", "E'NRG'Y-2" or any UL Classified polyisocyanurate insulation, mechanically fastened or hot mopped in combination (optional) with 1/2 in. "Retro-Fit" cover board or 3/4 in. "Fesco" over polystyrene, mechanically fastened or hot mopped. Base Sheet: One or more plies Type G1 "GlasPly Premier ", "GlasPly IV" or Type G2 "PermaPly 28 ", "GlasBase", "Ventsulation ", "DynaPly ", " DynaBase" or "DynaLastic 1808" (SBS modified bitumen), mechani- cally fastened or hot mopped, or "DynaWeld Base ", heat welded. Membrane: "DynaKap FR", "DynaGlas 30 FR" "DynaGlas FR " DynaMax FR" or "DynaLastic 250FR" (SBS modified bitumen), hot mopped, or " DynaWeld Cap ", heat welded. Deck: NC Incline: 1/2 Insulation (Optional): Any thickness, one or more layers, "Fesco ", "Fesco-Foam ", "ISO 1 ", "E'NRG'Y -2" or any UL Classified polyisocya- nurate insulation, hot mopped or mechanically fastened in combination (optional) with 1/2 in. "Retro -Fit" cover board or 3/4 in. "Fesco" over polystyrene. Ply Sheet Two or more plies Type GI "GlasPly Premier ", "GlasPly IV" or Type G2 " PermaPly 28 ", "GlasBase" or "Ventsulation ", "DynaPly", " DynaBase" or' "DynaLastic 1805" (SBS modified bitumen), hot mopped. First layer may be nailed. Membrane: "DynaLastic 180 FR" or "DynaLastic 250 FR" (SBS modi- fied bitumen), hot mopped, or "DynaWeld Cap ", heat welded. Deck C -15/32 Incline: 1/2 in. Base Sheet "nasBase" "Ventsulation" or "DynaBase", nailed. Ply Sheet One or two plies "DynaBase ", "DynaPly", "GlasPly IV" or "GlasPly Premier ", hot mopped. Membrane: "DynaKap FR", "DynaGlas 30 FR", "DynaLastic 180FR ", "DynaMax FR ", "DynaLastic 250FR" or "DynaGlas FR" (SBS modified bitumen), hot mopped or " DynaWeld Cap ", heat welded. 12. De B fi P' rr N h, 13. De In cc nG o Ba ca P1 ful M� ho 14. Dec Ins ins Ba: Ply Me Cal 15. Deci Ins fast Bas fast Me on 16. Decl' Insi fast Mei or h 17. Deck Irtsu com thicl in. g Base Base mop Men 18. Deck: Base faster Base; "Dyr Base, mop. Mem 19. Delete 20. Deck: maul offset Base faster Base/ mopy Mein 21. Deck: Insul. offset Base faster Base/ in pla Base/1 mopp Meml 22. Deck: 1 elf9:(. Cf "rpm ® to Rill A bra' naB nr V ` Strip & Removal Glove Bag Si S e.A 4 N a C isi N r:rr 0 , C 0 . 0:S!� . OwrvIR PtiolEcr NuMam Fee Check Number • 10 7 o E ArT S Z. ST221Er • • . Method 1-1. ■ A le_A.» = L A; r7 l3 • lode Bum Dawn Other ` V ` Strip & Removal Glove Bag Bulldozer . Wrecking Ball Wet Method • • . Method • lode Bum Dawn N. R M L Facility Name Address O City M i M I lS & Q.S. Site Building Si Z•‘ 3a ✓ 1 J ( Square Feat) # of Floors ' 1 V. Demolition 0 Postmark 1 ORIGINAL TO: Florida Department of Environm State Asbestos Coordinator 2600 Blair Stone Road Tallahassee, Florida 32 399.2400 NOTICE OF A Type of Notice: • it RF vA1/D8.4CtmON PPoC c ES TO'8E USED (Signature er/Operator) Removal Start Date 7/ ro L Finish Date g .74,‘ II. Fee Receipt Will Be Sent to Address in Block Below. (print or Type Removal( Demolition with no ACM 0 VIII. Fee Calculation & Type of RACM in Renovations or ACM in Demorti RACM? (circle Yes or No) Square Feet Surfacing Material Yes __No Linear Feet Pipe._ Yes No Square Feet Cementitious Material_Yes Square Feet Resilient Flooring Yes_____No Square Feet Asphalt Roofing Yes , No Total RACM (square + linear feet) Enclosed (See Fee Schedule) ❑ Chedc if Derr itdon Only I certify th above information is correct DEP USE ONLY NESNAP .:': Yes ... No . JUN 16 26 S� Air Quality F U NOWIIL PROJECT Original ❑ Revised ❑ Cancelled SEND YELLOW COPY TO Metro-Dade DERM 00A ) Air Facilities Section 33 S.W. 2nd Avenue, Suite 9-223 mlami. Florida. 33130 -1540 • State P L. zip 3 7. • Surveyed by Age in Years 4- 0 Prior Use Sr HI. Phone (1 S�1 21'9 • Sl o SY. Address ), l t? o n •ICJ b off CityI. State P4.- Zip 32)2 Fek the Contractor's Name ChiS CkYN /'nn + ST RAJ CTinA) (` Address: I0 70 t f T City h ; A \-ic Phone ( (3os)) - 7t; co 3 Florida License No. C QC tl 3 C. 45 c. State FL o RIZ Zip: 3 ;t)1 Emergency ❑ Annual 0 Demolition: Start Date �+�i vn n�v rr�,ti LJet' HPPRaVAL tiEFQRE 14G A DRY ME11-oot VII. Waste Disposal Ste N ame Re 2 ce R e code 2 Address 6 9 9 0? " -J ;� 7 AAR . aty M t (a ►st IX Asbestos Waste Transporter Name PIl(QQ Knll -0cF 1 (N65 iDt Phone ( �O_ 5 _)�� 1 > X PtOcedures ft)tkJne)Ottedatl c rA e7 , 0 pizvkitce with Dec- 6/6 �� C/1 0 1.10 (Date) RER.00F Finish Date Deposit No. Class Stat FIoRic4A NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION I PERMIT NO. TAX FOLIO NO. /" .21 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: 44.)6 Qe-Ar QtyIILOA.3a Air Z. L M 2. Description of improvement: ..2 0J06' A.s` 3. Owner(s) name and address: 4(�( catiace AR 1. M • Interest in property:_1(A) 4-42 /(gyp CA> //f' Name and address of fee simple titleholder: 4. Contractor's name and address: 5. Surety: (Payment bond required by gUvner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: /WA4- 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 Statu,�JV/ tes, // 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: Sign ure of O Print Owner's Name Ty'% ( 1 0 4 % Sworn to and subscribed Notary Public Print Notary's My commissio 123.01 -52 PAGE 4 .2 ner e expir ore me this 7 d /fi/4- Aire 9. Expiration date of this Notice of Commencement: (the expiration differ -nt date is specified) aitruA t.) r use dress: " '• r �a •�•• 08:1.6: RIT: s�aoos • Bonded through ATE OF FLORIDA, COUNTY OF HEREBY CERTIFY that this is a tr ori ginal fi -d in this office on 11111111111111 1111111111111111111111111111111 CFN 20106R0658457 OR Bk 24637 Ps 3116; tips) RECORDED 06/16/2006 09 :42 :09 HARVEY RUVINp CLERK OF COURT IIIt 1I -DADE COUNTYr FLORIDA LAST PAGE '7 3/ C. 33 ( e date is 1 year from the date of recording unless a Prepared by 1 t�ivl*s2 , 2006 Selgde arlfr