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RF-11-1001Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 163319 Permit Number: RF -6 -11 -1001 Scheduled Inspection Date: September 08, 2011 Inspector: Bruhn, Norman Owner: HUTCHINSON, MARK Job Address: 1041 NE 96 Street Miami Shores, FL Project <NONE> Contractor: BISCAYNE CONSTRUCTION Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1132060143720 Phone: 305 -688 -7663 Building Department Comments TILE ROOF RE ROOF AND FLAT ROOF RE -ROOF. 2,900 SQ FT SLOPE 900 SQ FT FLAT Passed 94 Failed Correction Needed Inspector Comments CREATED AS REINSPECTION FOR INSP- 160492. Sidewalk must be repaired at west side of property. NB 08/15/2011 - PROVIDED WEEP HOLES. JR Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. September 07, 2011 For Inspections please call: (305)762 -4949 Page 29 of 47 RE: Permit # f ' C -I/ - / C) 0 ) 1\0'a,�c.(c9 G, (Print name and code License Type) Miami Shores Village Building Dement INSPECTION AFFIDAVIT License #: ccc( 2 On or about G //c:2/// (Date & tune) l p Secondary water barrier work at % 0 I/ / E 9 6 c (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: V/ licensed as a (n )(Contracto) Engineer / Architect, FS 468 Building Inspec or , I did personally inspect the roof deck nailing and State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this \ Notary Public, Sate of Florida at Large/ oun,,� MADLYN PESTRITTI) .0% Notary Public - State of Florida 4 My Commission Expires Feb 12, 2012 Commission # 00 757730 ;g`° Bonded Through National Nothry Assn. *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address it dearly shown marked on the deck for each inspection Revised on 5/21/2009 Lab Report No. S10 -1503 FLORIDA TES S' Providing Solutions to the Roofing Industry C.A. #: 26095 Lab Certificate: 09- 0715.02 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 PROPERTY ADDRESS: 1041 NE 96 St. Miami Shores OWNER: CONTRACTOR: Biscayne Construction Co. Inc. , TILE TYPE: Flat ATTACHMENT.: PolyfoamTM / Polypro1M Testing Equipment: Digital Chatillon DFIS 200 PERMIT No: RF:6 )' - /00J ROOFING SQUARES: 29 ROOF PITCH: 3:12 INSPECTOR IMTIAI.S: AA TEST DATE: 8/3/11 No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 =9 Passed 40 -50 Passed 10 -19 Passed 20 -29 Passed 30 -39 Passed THIS ROOF HAS: PASSED V1 FAIT ,ED FITTTF STATIC TTPT.TFT TN ACCf1RT1ANCF WTTTT MTAAnT- TlAT1F Cf1TTKTTV TAC 1 n die e by: "ROOF SKETCH" 17 v / / / j 18\ 27\i` // / /; ' `21 20 33\ 28 32 34`,. 22 23 25 24 47 29 /43 44 31 \\ 42 9\ 40 30/ i' 37 38 Alberto Cardon. P.E. -Lic #17138 $'-4- 11 10735 SW 216 Street 416 Miami, F133170 www.floriclatec.net 46 N.N. 14 13 9 16 45 10 41 12 � 49 11 8 7 6 Tel: (305) 256 -4550 Fax (305) 256 -6833 L, SUN Z 1 2OV BUILDING PERMIT APPLICATION FBC 2004 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. R F' 4 / Jo / Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) H A(lrK iyic j t !,l sc, Phone # Owner's Address I 0 City /4 t A-Kt, State 1 Tenant/Lessee Name Zip 3 3 f .3 Phone # Job Address (where the work is being done) JO j %) 6 City Miami Shores Village County . Miami -Dade Zip 33/31 FOLIO / PARCEL # / ..Cl eQ % y' 3 7 Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address P 1 SC.Q �yrtie.., Cf ,.) 46.afea7 DA) Co 1 Phone# 9t3 " v 'o _64. City '-'1) Q, State Zip 3331V Qualifier Name a Lipid f LIS/ w s Phone # r %t ^ V1/0-7 State Certificate or Registration No. e C, j Certificate of Competency No. Architect/Engineer's Name if a Phone # Value of Wo Square / Linear Footage Of Work: it or ❑Alteration ['New ❑ Repair/Replace ❑ Demolition M A VJO F-Ac----v ***************************************Fees****************** ************************* Submittal Fee $ Permit Fee $ , CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this /4- a d day of t) t—e , , 20 1r by '`�fR,ri C,f, t Nr� NOTARY PUBLIC: Sign: ..5- vl_t Print: A me or who has produced identification and who did take an oath. ,,,,�,Y a ,, MADLYN PESTRITTO oa ��'°- Notary Public - State of Florida My Commission Expires Feb 12.2012 Contractor The foregoing instrument was acknowledged before me this LS— day of 1�, , 20 _, by'o` d A Z.- 1 , who i ersonally kno to me or who has produced as identification and who did take an oath. NOTARY PUBLIC:, My Commission Expires: Bonded Through National Notary Assn. Sign/:” i /; i� I Print: or►t ,*0.A. MADLY N PESTRITTO a lPR� PG. e 2i1.�i` %- Notary Public - State of Florida m� ` .: My Commission Expires Feb 12, 2012 'V P ?r . ,. II 57738 ',. „V � ° °° Bonded Through National Notary Assn. My Commission Expires: APPLICATION APPROVED BY: �% Plans Examiner Engineer Zoning (Revised 02/08/06) " 1_O1 Velocity Flufficane Zone uniform Prank Application Foonn „Ssilon D (Steep Sl000d R Svc v 1 -1 01� Roof System Manufacturer:, PA$le. Roo t , ego tidal ZGC Notice of Acceptance Number: 11— 03 fQ J . D of Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): P7: Y5. 1 P2:4 8• C P3:. J 16. Maximum sign Pressure (From the NOA Specific System): Method of We attachment Roof lope: 3//Z:12 Deck Type: stem Q-_ 0-1 01 Miami Shares linage BLDG DEPT DATE SUBJECT TO OOMPUANcE WITH AU. FEDERAL COUNTY RULES AND REGULATION I1/3a, wood M►v ndiwkayment 340 Ce4.- ” Y M y� -aa Tye & Spec I, •/ 1 Ada WAIL 4---r 14) P / "O CI C, +ae_ P L R ai! Ruts' G Iva Type eLF Ad, getit Ait ype Cap Sheet Covering ...... .... • • • ...... ._. • • . Type & Size Drip I3 )43 91a O v M 142.), 123 01-48 12/09 PAGE 4 ••.... • • • • • • •• •• • • For Moment °,,_: w the s choose either Mood 1 or 2. Compared the value for Mr with the values r„ M�Ift eMf ,:;�� er:�,:roregpv'�� the Mr for each area oa j roof, b Method 1 "Moment /(P�: :a •�17$ LIS3) —mg: p lit~ I a 4 (P3 LAW— Calculations er RAS 127 1l�10 L s NOA 11fi,_y NOABOI 110. y — Me: 7 .71 = Y oA 1 NOA 4/O . y Method 2 "Slmplifled The Calculation Per Table Below" Required Moment of Resistance (MJ From Table Below Rat •c% NOA 4' • V Mr Rag Moment Resistance* =to II_ • 1.1M I " I I I m .1 I I I I 6 I I III IL 41 111 2W imaim 4, *Meet be used in conjunction with a list of moment based time systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tlie systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr valap, for each area lilt the roo4 then the the I'.r l ,�j Is (Pi x (P2 : :L• 013: { ; _ 3 "Uplift < <, Tile C one Per RAS 127' __ x w: m _) - W :.: am e: = Fr,: NOA F' _s w: =.__) —W: x cos 0 :_= Fa: NOA F' z w: = ) — W zeds 0: = Fri: NOA P' Where to Obtain Information Where to find "31 1' v9.1 MI=1"-7-7r717Te'll MUM= s ,rrIT Bits Sob Ste s `rIA ,IA , • • • • .I . ••• • • • • • • • •• •• • • ••• ••• • • • • • • • •• • • • • • • • • • • • • • • •• • • • • • •• • 123_01 -48 12/09 PAGE 5 ••• • • • • ••• • • • • • • • • .• • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 4599 www.miamidade.aov/buildiazi SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (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. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Bel Air, Bel Air Double Eagle, Ponderosa, Ponderosa Double Eagle, Golden Eagle Low Profile Concrete Tiles LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. •. ••• • • • • • •• INSPECTION: A copy of this entire NOA'a1 De pr I' *vtd4i Vie flier by the manufacturer or its distributors and shall be available for inspection at the job site at the request of fire Building Official. This renews NOA #07- 1018.08 and consists ofpagee•I. thigh to • • • • The submitted documentation was reviewed bZ Alpx 'tigeaa. . • .: : .. . • • • • . • • • .. • • • ... • • • • • • • ••• • • • • • • • • • • • • 1 •• •• • ••• • • NOA No.:11- 0321.02 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 1 of 9 ROOFING ASSEMBLY APPROVAL Cateuorv: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Test Product licant Dimensions Specifications Description Bel Air Concrete L r 17" TAS 112 Flat profile concrete roof tile equipped Tile W = 12'/4" with two nail holes. For adhesive set, Thickness ='/z" direct deck or battened nail -on applications. Bel Mr Double Eagle L = 17" TAS 112 Flat profile concrete roof tile equipped Concrete Tile W =12' 4" with two nail holes. For adhesive set, Thickness = %a" direct deck or battened nail -on applications. Ponderosa Concrete L = 17" TAS 112 Flat profile concrete roof tile with slate Tile W = 12'/4" finish equipped with two nail holes. For Thickness =' /2" adhesive set, direct deck or battened nail - on applications. Ponderosa Double L =17" TAS 112 Flat profile concrete roof tile with shake Eagle Concrete Tile W = 12'/4" • fmish equipped with two nail holes. For Thickness = adhesive set, direct deck or battened nail - on applications. Golden Eagle L = 17" TAS 112 Flat profile concrete roof tile brushed Concrete Tile W = 12 'A" finish equipped with two nail holes. For Thickness = %z" adhesive set, direct deck or battened nail - on applications. Trim Pieces 1= varies TAS 112 Accessory trim, clay roof pieces for use at w = varies • • ••• • • • • • hips, rakes, ridges and valley varying thickness • • terminations. Manufactured for each tile •• • ••• •• • ••• pr le. .•• ••• • • • • • • • • • • •• •• • • ••• • • • • ••• • • • • ..• • • • .••• • •••• • • • •••• • ••. • • •• • • • • •• • • • ••• • • • • • • • • • • • • • •• • NOA No. :11- 0321.02 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 2 of 9 2.1 EVIDENCE SUBMITTED: Test Aeencv PRI Asphalt Technologies Redland Technologies Redland Technologies Redland Technologies 1 Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied 'Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier ERPF - 001 -02-01 7161 -03 Appendix III 7161-03 Appendix III❑ 7161 -03 Appendix II P0402 Letter Dated Aug. 1, 1994 P09647 -01 94 -084 25- 7094 -(2, 5, & 8) 25- 7183 -(5 thru 6) 25- 7214 -(1, 5 , & 8) 25- 7487 -2 25- 7496 -(1 & 4) 25- 7804 -6 520109 -1 520111 -4 520191 -1 Calculations Calculations Test Name/Renort TAS 112 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynamic Multiplier Restoring Moments Due to Gravity • • • • • •. • • • • •• • • • •• •.• • • • • .. • • •. • • • • • • . • . . • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • •.• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• •• • • • •• •• 0 •• • • • 0 •• • • Aug. 2006 Dec. 1991 Dec. 1991 Dec. 1991 Sept. 1993 Aug. 1994 Aug. 1994 May 1994 Oct. 1994 Feb. 1995 March, 1995 Dec. 1995 Dec. 1995 Sep. 1996 Dec. 1998 March 1999 Sep. 2006 Sep. 2006 NOA No.:11- 0321.02 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 3 of 9 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless •stated •otherwise by the underlayment materiarmanufacturers 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 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Concrete Roof Tiles and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight W (Ibf) Length -I (ft) Width -w (ft) Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 11.4 1.42 1.03 Table 2: Aerodynamic Multipliers - A (ft3) Tile Profile A (ft3) Batten Application A (ft3) Direct Deck Application Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 0.301 0.278 •• ••. • • • • • •• • • . . • • • •• ••• •• • • • •• ••• ••• ••• ••• • • • • • • • • • • • • • • • • • • • • • • • •• • • •• •• •• • • • • • • • • • •• • .•• • • • • ••• • • • • • • • • • • • • • • • • • • ••. • • • • • • • • • • • • • • • • • • • • .. • .• • • • • • • • • • •.. • • • • ••• • • NOA No.:11- 0321.02 Expiration Date: 10 /05/16 Approval Date: 05/12111 Page 4 of 9 Table 3: Restoring Moments due to Gravity - M„ (ft4bf) Tile 3 ":12" 4 ":12" 5 ":12" 6 ":12" Greater than Profile 30.9 38.1 17.2 7" :12" Bel Air, Bel Batten Direct Battens Direct Battens Direct Batten Direct Batten Direct Air Double s Deck 2 #8 Screw Deck 51.7 Deck s Deck s Deck Eagle, 7.48 7.71 7.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07 Ponderosa, 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank . Nails' •. • • • • ::5P.;'• : : • • • • . Golden 48.3 1. Installation with a 4" tile headlep'a tile. fasterne'rser+e located a min. of 2W from head of Eagle, Ponderosa Double Eagle Flat • - Tile Table 4: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19132" plywood) Battens Bel Air, Bel Air Double Eagle, Ponderosa , Golden Eagle, Ponderosa Double Eagle 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' •. • • • • ::5P.;'• : : • • • • . • 65.5 48.3 1. Installation with a 4" tile headlep'a tile. fasterne'rser+e located a min. of 2W from head of APPRROVED1 ... ... ... ... • • • • . .•.. • • • . • . • • • • • • • .. • • .. .. .. • • • • • • • • .. • ... • • • • • • • • . . • • • ... • • • • • • • .. .. • • 000 • • • • •. • • • • • . • • .. .. NOA No.:11- 0321.02 Expiration Date: 10/05/16 Approval Date: 05 /12/11 Page 5 of 9 Table 5: Attachment Resistance Expo as a Moment Mf (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Adhesive2 31.33 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 6: Attachment Resistance for Single Patty Expressed as a Moment - Mi (ft=lbfr . ... Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile PolyProTM 118.94 PolyProTM 44.4° 3 Large paddy placement of 45 grams of PolyProT"°. 4 Medium paddy placement of 24 grams of PolyProT"". Table 7: Attachment Resistance Expressed as a Moment - Mf(ft -Ibf) for Mortar or Adhesive Set.Systems..:. Tile Profile Tile Application Attachment Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Mortar Set° 43.9 5 Tile -rite Roof Tile Mortar. 5. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement "Miami -Dade County Product Control Approved ". APPR©YED1 EAiLEfr FCO pit i4:: ••. ••• ••• ..• • • • • • . . . • • • • •••• • • • • • • • •• • • • • •• •• •••• ••• • • • • .. • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • •• • • • • • • • • • • • • • • • • • ••• • • NOA No.:11 -0321.02 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 6 of 9 BEL AIR, BEL AIR DOUBLE EAGLE, PONDEROSA, GOLDEN EAGLE, PONDEROSA DOUBLE EAGLE CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT (LOCATED ON UNDERSIDE OF TILE) C _.vT1_75TIV!jiil APPROVED1 •. ••• • • • • • •. • • • • • • • • •• •.• .• • • • •• ••• •• • . .• •.• • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• •• .• • •. • • • • • • • •• • .•• • • • • .•. • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• •• • • • •• .• 0 •• • • • 0 •• • • NOA No.:11- 0321.02 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 7 of 9 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 this Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWING BEL Am 1.1 AI .. ... • • •. • • • • • •• • • • •. • •.• • • •. •.• •• • • • •. .BEL ttIR &TALE EAGI jE •• •• •• • • • • . • • • • • •• • • • •• • •. • ..• • • • • ••• ••..• •. .• • . • • • • • •.. • • • • • • • • • •• • • • • •• ••. • • NOA No.:11- 0321.02 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 8 of 9 1 I. PONDEROSA PONDEROSA DOUBLE EAGLE • .. ••• • • • • • •• • V • • • • • • • •• ••• •• • • • •• • ••• .•• ••• • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • . • • • • • • •• • ••• • • • • ••• • • • • • 0 • • • • • • • ••• • • • • • • • • • • • • • • 00 •• • 0 • •• •• ••• • • • ••0 • • NOA No.:11- 0321.02 Expiration Date: 10/05116 Approval Date: 05 /12/11 Page 9 of 9 F GOLDEN EAGLE END OF THIS ACCEPTANCE . .. ... • • • • • .. • • • • • • .. ... .. • • • .. ... •.. ... ... • • • • • • • • • • • • • • • • • • • • • • • .. • • .. .. .. . • . • • • • • • •. • ... • • • • ..• • • • • • • • • • • • • • • ... • • • . • • • • • • • • • • .. .. • . • .• •. ... • • • ... • • NOA No.:11- 0321.02 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 10 of 9 1 1 Protect Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 1041 NE 96 Street Miami Shores, FL 1132060143720 Block: Lot: MARK HUTCHINSON Owner Information Address Phone Cell MARK HUTCHINSON 1041 NE 96 ST MIAMI SHORES FL 33138 -2551 Contractor(s) BISCAYNE CONSTRUCTION Phone 305 - 688 -7663 Cell Phone Valuation: Total Sq Feet: $ 16,950.00 3800 Type of Work: Re Roof Additional Info: TILE & FLAT Classification: Residential Scanning: 4 , Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee -, Total: Amount $10.20 $4.88 $4.88 $3.40 $325.00 $12.00 $13.60 $373.96 Pay Date Pay Type Invoice # RF -6 -11 -41087 06/02/2011 Credit Card 06/06/2011 Credit Card Amt Paid Amt Due $ 50.00 $ 323.96 $ 323.96 $ 0.00 Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof Review Roof in Progress Renailing Affidavit Cap Sheet 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 responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. June 06, 2011 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date June 06, 2011 1 A,� juN022011 BY: . BUILDING PERMIT APPLICATION FOC 2004 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. viC I I JOO 1 Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) I Phone # Owner's Address % t Li) City M it4-14 L 6 aAM,e Tehant/Lessee Name � g ci S T State L Zip 3 313 Cj Phone # Job Address (where the work is being done) / 0 V 1 Its e 9 6 s City Miami Shores Village County . Miami -Dade FOLIO / PARCEL # s 3 a 0 ® 7 Zip 33/21 Is Building Historically Designated YES NO Contractor's Company Name fie. Contractor's Address City T State 1" L Zip 3331y Q alifier Name y_fal c/ / LA z ti Phone # Y V0 7 6 3 State Certificate or Registration No. C CC-143 64,50., Certificate of Competency No. Architect/Engineer's Name (if applicable) IL) C A Phone # Phone # 41 " 7 4 6.3 Value of Work For this Permit $ I C, g5 Type of Work: ❑Addition Describe Work: ❑Alteration Square / Linear Footage Of Work: ,� 0 0 ❑New ❑ Repair/Replace ❑ Demolition ******** * * * * * ** ** * * * * * * * * * *** * * * * * * * * ** Fees ** ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ , ?�1"° CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Total Fee Now Due $ c)--3 . See Reverse side -+ Structural Review. $ Bonding Company's Name (if applicable) C 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 'a.proved and a rein ction fee will be charged. Signature er or Agent The foregoing instrument was acknowledged before me s o. 7 day of j �o , 20 , by � A ti�� 1��r ) t mt o ul day of who ' personally known me or who has produced w As identification and who did take an oath. The foregoing instrument was acknowledged before n e this 0u1- 2011 by tmviO1 A LA! v NOTARY PUBLIC: Sign: Print My Commission Expires: is personally known t me or who has produced entification and who did take an oath. MADLYN PESTRITTO Notary Public • State of Florida "' o ' ss on Expires Feb 12, 2012 Qa Commis 1. , , I 7738 '',,° ,,,, ,,, Bonded Through National NotatyAssn. NOTARY PUBLIC: Si Print My Commission Expires. MADLYN PESTRITTO Nota Public - State of Florida My Commission Expires Feb 12, 2012 7738 Bonded Through National Notary Assn. ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME DF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. / I -3Q. -0/q-3 -7Q0, STATE OF FLORIDA: GOUNTY 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. 11111111 11111111111111111111111111111 11111111 CFN 2011R035206.1 OR Bk 27704 Ps 4868: Ups RECORDED 05/31/2011 11 :49:47 HARVEY RUVIid, CLERK OF COURT PIIAfI -DARE COUNTY? FLORIDA LAST PAGE 1. Legal description of property and street/address: 1 Y % Li 1 q.t., M 'RAW) S, oli -e',r F1- 33/2 2. Description of improvement: I— ROOF. 3. Owner(s) name and address: 1 1 PE 96 Interest in property: 1 00 Name and address of fee simple titleholder. 3 3 4. Contractor's name and address: 5. Surety: (Payrnert bond required by owner from contractor. if anWATE OF FLORIDA, COUNTY OF DMZ HEREBY COMFYthat Mk Is a true copyafthe Name and address: Amount of bond $ 6. Lender's name and address: 7 :P r Oh, r AA.20 and Mal Seal. r�l�,l 1,111 i51�1_ VYYIF 7. Persons within the state of Florida designated by Owner upon t. notices or a provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: ther docu ents may be served as 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)(4 Florida Statutes. Name and address: 9. Expiration date of this No - of Commencement: (the expiration date is 1 year from the date of recording unless a different d is ied) Signat o ner X Print Owner's Name M IA 'Lk P- r/j LAS o) Sworn to and subscribed before me this c2-7 day of r4 , 20 LI_ Notary Public Print Notary's Name My commission expires: 2- Prepared by AIloJ' " ))2/3 , Address: V7, A .J . ?p ` b&tw -c .. -& 33? J' 'gj Y a- 74r6o.3 IVIiami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: I■A A (L t< Hu-7J 70(AS D ij Property Address: /0 Lf AI E i 6 67/---- Roofing Permit Number: Dear Building Official: 1 � a,/z1( PW ) iuS DU certify that I am not required to retrofit the roof to wall connections of my building because: The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South F .rida Building Code (1994 SFBC) State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Swom to and subscribed before me this l day of YN PESTRITT O c,,,Y'PU <,- Notary Public - State of Florida My Commission Expires Feb 12, 2012 cer ni Q° Commission # DD 757738 %;4?r1t Bonded Through National Notary. 14 r g J -Cu7Gz ititeo Print Name Notary Public, Sate of Florida at Large • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 'ACTIVE TOOL: SELECT;; Miami -Dade My Home My Home Show Me: Property Information Search By: Select Item Text only Property Appraiser Tax Estimator 1_:1 Property Appraiser Tax Comparison l • Portability S.O.H. Calculator Summary Details: Folio No.: 11- 3206 - 014 -3720 Property: 1041 NE 96 ST Address: MARK HUTCHINSON 1041 NE 96 ST MIAMI SHORES FL 33138- Property Information: Zo�: 1400 SINGLE FAMILY marY SIDENGE ,1 RESIDENTIAL - INGLE FAMILY E71 :r1 *1' omestead: =IMO MIIIIMIIIIIIIIM $25000 of Size: MITMIMIMME ear Burt I SHORES SEC 3 B 1037 LOT 14 8 E112 OT 15 BLK 82 LOT D. =r. • i IZE 75.E X 125 OR 1 v -3945 08 2002 4 • Assessment information: ear: 2010 2008 511 500 $204,363 $316 883 n Infoo ma ear. 2810 2009 omestead: _ WO $25000 nd Homestead: MUM WEE eglunal: $500 5500 Taxable Value Information: ear: 2010 2009 axing Authon'ty: Fxemptionl Faxable Fxemptlonl Taxable Value: Value: eglunal: $50,5001 5148,914. 550,5001 5141 724 $50.5001 $50,5!0! 5146,914 $141 724 $50,500/ 550,510! 5146 914 5141 724 $25,5!0! 525,5001 $171,914 5166,724 Red Play - 2009 O My Home I Property Information I Property Taxes I IVly Neighborhood !Property Appraiser Home I Using Our Site 'Phone Directory I Privacy 1 Disclaimer 113 fa it experience technical Mk :tales with the Property Infotmatton appftcation, or wish to send us your comments, questtons or suggestions ply email us atWebmaster. WAS Site 412002 Awe County. All rights rived. Page 1 of 2 MIAMI•DADE i Legend N Boundary Selected Property Street �✓ Highway Mlami -Dade County Water http: / /gisims2. miamidade .gov /myhome/propmap.asp 5/27/2011 1 Flo° Bui Mira Cade &Rion 2007 Velocity Hurricane Mete Un Nom Permit Application Form 0 Permit No. L Shingles CI NOW R Roof 47 0 0 Li 1..v._;1111":..ii-' *4.1 Process No ROOF CATEGORY Meehan F TVs PaneVilhingles 0 1. I Are th Proscriptive BUR-RAS 150 Gas Vent Yes ID R • • F TYPE 'Type: Natural Raftoofing 0 Recovering 0 Repair 0 (SF) ROOF V' 1 • RP/AMON - = Qz(ICXD Area (SF) Total (SF) 3, o B Plar0 Sketch Roof Plan illustrate ail levels and sections, roof drains, scuppers, overflow =Wang and overflow drains. include dimensions of sections and levels, dearly Identify Amerada's of elevated pressure zones and location of parapets. 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Isl mwomil m•k * •mmimmumineumni Imola gaiL.OMICA 11444 MA WIRA1 IW1411V4W11WWIMMMONWMWWWWWWWW!!WW1WWWWWWWWWWWW111 IWWWWW. 11 011 141 11114.1.11111WAMAWftWAUWWWWWWWWWWWWWWWWWW11111WWWWWWWWWWWWEIWWWW wimerr=‘.. Vf 1 I M. 1111WW0WWW4W4MAII4WWWWWWWWWWWWWWWWINEWIPMEUWWWWWWWWWWWWCWWWWW imininniFI. 4 1 al mall6 Apin4414s41ma11mirmanormimmilimmmummimmumm1ummem immemz4.:g....la.4.61..wws....Ammd*AmAmmomminommommummumu********mmult***** i•••rompl wilupoommi*wiwismiliwasimummusmsexammummumiramsommtx MUSS/ NW IN MWWWWWWWWWWWWWWWWWWWWWWWWWWWW140WWWWWWWWMa:::: 2 z z 123_01-48 12/09 'PAGE 2 • • • • • • • • - BLDG DEP • • • O 0 • • • • • OS • • 00• • 2 8 0 2 cf: TATF AND COUNTY RULES AND REGULATION -^ 1 1 Florida Ekrikkfig Code Mion 2007 High Velocity Pitericane Zone tinifenn Permit itmlication Fonn Roof System Manufacturer: M OUte t1. Gt - it c.. L L C Notice of Ac „ : nee Number: 047 .- f Minimum Design Wind Pressures, ttApplicable (From RAS 127 or Calculations): P7 r' 11.57 % P2:- 7 1,. C Maximum Design Pressure (From the NOA Specific System): i y Method of tile attachment: Stoop Slo • ' Roof Svstem Deg anon ! `/30, wood pl o ype Underiayment uiation. Ire Blamer: Ridge Ventk 1#30 r cr .1-x Pe, alp astener Type & Spacin :1 t,'% gals 1✓ it. � t dhestve Type: Mean Roqt,Hp _ . .. • • • • • • • • •. ... •. • .•• • •• • •• •• • • • • • • 41.• • • • • • • • • • • • • • • • .. •• • • • • • • • • • • • • • • • • • • • • • •• £e$ i4 ype Cap Sheet: t'o 4461_4 c. 1'k S oaf Covering: Iv, F� ,f-v-� _ Type & Size Drip go: 123_01 -48 12!09 PAGE 4 ••• •. • •• •_ •••� • • •• •• • • • • • • • •. • ••• • • • • •• •• • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • /® Florida d Code 17 Hurricane Uniform Pewit Application Form Section C (Low Stoned Roof System) Fill Speak Roof Assembly Components and Identify Manufacturer (I1 a component is not used, identify as `'NA ) Systeem Manufacture-A-4 AN tol NOA No.: CR- b o Q. q y/ Design Wind Pressures, From RAS 128 or Calculations: Pined : Pnrarc2:` DQ • ` Pmax3 r a it 3 Mak Design Pr .brom ts,Specilic NOA 123_01 -48 12/09 PAGE 3 Decd Type: \°V o n Gauge/Thickness: i q/g r, slow Sheet & No. of Ply(s): tJ l Anc horiBase S insulation Base Layer. E R,-6"->/ )? Base Insulation Size and Z/ 2. Fastener Spacing for AricltonBase Street Attachment Field: 22 oc @ Lap, # R @ oc Perimeter:: ' oc + Lap, # Roams (10 b ® oc Corner: (p "oc ® Lap. # Rows _C oc Plumber of Fasteners Per Insulation Smut Field PedmettirCorn Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cif, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Motu 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. �_4)y £ Ar Top insulation Layer, Top Insulation Size and Thickness: Top Base Sheet(s) & No. of Ply(s): 1 - ())1,4 ' Ply Sheet(s).& No. of Ply(s):,,, - ®1y, elli a Ply Si_11.est F� Top Plrrio•F_ t14 Pciak Llo CA- Top i 4 f' r l •l rs • • • • • • • • • fig,•• ••• •• • • • •• Mean Roof Height /10 FP- lt.�GP1i' ty.I 44- a e�,� 'woo �^ 4 �5 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • ••• • • • • • • • •• •• For M for M, ', the values +3 i, ,, Mp If the Me values value for area of the th sf i2 dk q (P3. Method 1 "Mo 1 z aa$. I 1 f N or2. the then or equal to the Mr k acceptable. cut The Calculations Per RAS 127" !J - Mgr 6 l m Mr: -..1 NOA - Mg: 15- NOA 11* - Mg: i = M,9" c 'a) NOA 1 ' 90 Method 2 "Sim', r, r. ' The Calenlat on Per Table Below" L, Moment of Resistance (Mr) From Table Below 32 • NOA 1V>i Y ©• 7 Mr Reydrogi Moment * 1d° 11ter, �` �... minimallEFIAlat `' =111111411 mil M11 1r'� 111111111111M111.1' IMILMIllr 3V *Must be used in conjunction with a list of moment based the systems endorsed by the Brossard County Board of Reim and Appeals. For U the use Method 3. Com .; .,, the values for F° the values for . If fire F° values are gam` than or equal to the Fr vahres, for srea-of the rat4 then the , r= attachment method is Method 3 C ons Per RAS 127" (Pis zL m...�z cog Fnc NOA ,P° (1'3: z )a = z w: ®_ J - W: z cos B. = Fes: NOA F° (Ps: _ 3: = z w: = ) - W z cis ®: _ = Frs: NOA F' Where to Obtain Information P1 orP2 orP3 a e -i- -s;;, • ,P:. • CV= Where to find mg Job site 7r, sip -vr, A IA �OA ••• ••• • • • • • • •• •• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • •• • 123_01 -48 12/09 PAGE5 • • • • • • • • • • • • • • • ••• • • • • • • • •• •• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • SECTION 1524 HIGH - VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. 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 designated space indicates that the item has been explained. 1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High - Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) 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. 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. (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 owner provides the option of maintaining this appearance. 5. Ponding water: The current roof system and /or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. 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. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a buildup 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 requirements of: Chapter 15 and 16 herein and the Florida Building Code, Nurngrig. :: : 7. Ventilation: MBSt roof strObtuires';hbuld 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 •.` educedrIt ni be'penefi JiaLt9 consider additional venting which can result in xte g the seivice;life of th - jo4f. •„ : •. .. • . . . . • •• Owne / 4giLt gent's Siignatuie ; a e ; • ; ontractor s Sign �' Date • • . . • • •• • • .. .. • • • .. .. 000 • • • 000 • • MIAMFD BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Johns Manville Corporation 717 17th Street Denver, CO 80202 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI; FLORIDA 331304563 (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 (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Johns Manville Modified Bitumen Roofing Systems Over Wood Decks LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be Provided to the user by the manufacturer or its distributors and shall be avas'latleeifor iesgion at the job site at the request of the Building Official. • ......... • This NOA revises NOA No..07r0/2$966 and coneists.of pages 1 through 20. The submitted documentation was reviewed by Jorge L. Acebo. • • • • .... • • • • • • • • • • ... .... • .. .. .. • • • • • .. • • ... • • • • • • • ... • • • • • • • ... • • • • • • • • • • • .. • • • .. • • • • ... • • NOA No: 09- 0902.04 Expiration Date: 07/19/11 Approval Date: 05 /12/10 Page 1 of 20 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Deck Type: Maximum Design Pressure Roofing Modified Bitumen SBS Wood -60 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Dimensions DynaBase 54'40" x 36 "; roll weight 88 lbs. DynaWeld Base 39' -3/8" x 32' -10 "; roll weight 90 Ibs DynaFlex DynaGlas DynaWeld Cap FR DynaGlas 30 FR DynaGlas FR DaKap DynaKap FR DynaLastic 180 DynaLastic 180 FR DynaLastic 180S Test Specification ASTM D 6163 Type I Grade S ASTM D 6163 Type I Grade S 3 x 25 ASTM D 6163 Type I Grade S 39 -3/8" x 32' -I0 "; ASTM D 6163 roll weight: 100 Ibs. Type I Grade G 39' -3/8" x 32' -10" roll weight: 110 bs. 39 -3/8" x 32' -10 "; roll weight: 90 lbs. 39 -3/8" x 32' -10 "; mll weight: 101 Ibs. 39 -3/8" x 32' -10 "; roll weight 115 Ibs. 39 -3/8" x 32' -10 "; roll weight: 115 lbs. 39 -3/8" x 32' -10 "; roll weight: 101 lbs. ASTM D 6163 Type I Grade G ASTM D 6163 Type I Grade G ASTM D 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 39 -3/8" x 32' -10 "; ASTM D 6164 roll weight: 101 lbs. Type I Grade S •• ••• • • • • •• • 37.x 36! -9; :: ' 'vI D•',164 roll 'weight 901bb. • Type I Chide S • • ••• • • ••. • • • • • • •••• • • • • • • • • • • • • • • • • • • • •• •• • • . • • •... • • • • •• • ••• • • • • ••• • • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Product Description An SBS modified bitumen coated, fiber glass reinforced base sheet. An SBS modified bitumen coated, fiberglass reinforced base sheet for heat 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 fire resistant SBS modified bitumen membrane surfaced with granules for application in hot asphalt. A fiberglass/polyester reinforced SBS modified bitumen membrane surfaced with granules for application in hot asphalt. A fire resistant, fiberglass/ polyester reinforced SBS modified bitumen membrane surfaced with granules for application in hot asphalt. A 180 gram 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. NOA No: 09- 0902.04 Expiration Date: 07/19/11 Approval Date: 05 /12/10 Page 2 of 20 Product DynaPly DynaLastic 250 DynaLastic 250 FR DynaMax DynaMax FR DynaClad DynaBase XT DynaGlas FR XT GlasKap GlasKap CR Ventsulation Felt Dimensions 39 -3/8" x 32' -10 "; roll weight 90 lbs. 39 -3/8" x 32' -10 "; roll weight 114 lbs. 39 -3/8" x 32' -10'; roll weight: 115 lbs. 39 -3/8" x 32' -10 "; roll weight 99 lbs. 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 32'40"; 36" x 36'; roll weight 72 lbs 36" x 36'; roll weight: 72 lbs 36" x 36' GlasBase Plus 36" x 108'; roll weight: 84 lbs. GlasPly IV 36" x 200' GlasPly Premier 36" x 180' PermaPly 28 FesCant.Plus Cant Strips, and Taper Edge Test Specification ASTM D 6162 Type II Grade S ASTMD6164 Type II Grade G ASTM D 6164 Type II Grade G ASTM D 6162 Type III Grade G ASTM D 6162 Type III Grade G ASTM D 6298 ASTM D 6163 Type II Grade S ASTM D 6163 Type II Grade S ASTM D 3909 ASTM D 3909 ASTM D 4897 Type II ASTM D 4601 ASTM D 2178 Type IV ASTM D 2178 Type VI 36" x 108'; ASTM D 4601 rol1,weightt7% 11:s. • • • : Type .t • • • • . • • • Oaries •'AS1 v U 728 ••• • • • • •• • • .•. • • • • •• • • • • •• •••• • • ••• • • • • • • • • • • • • • • • • •• • .•. • • • • •.• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •. •• • • • • • • • •.. • • • ••• • • Product Description A polyester reinforced SBS modified bitumen ply sheet for use in conventional and modified bitumen built-up roof systems. A 250 gram polyester mat reinforced, granular- surfaced, modified bitumen cap sheet. A 250 gram polyester mat reinforced, granular- surfaced, modified bitumen cap sheet for use in fire rated systems. A fiberglass/polyester reinforced SBS modified bitumen membrane surfaced with granules for application in hot asphalt or heat weld. 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. A mineral surfaced; asphalt coated, fiberglass cap sheet. A white mineral surfaced, white acrylic coated, fiberglass 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 W 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. NOA No: 09- 0902.04 Expiration Date: 07/19/11 Approval Date: 05/12/10 Page 3 of 20 Product MBR Flashing Cement Base and Activator MBR Utility Cement MBR Bonding Adhesive Bestile Industrial Roof Cement Flex -I -Drain Dimensions N/A Test Specification Proprietary N/A ASTM D 4586 N/A proprietary various ASTM D 4586, type I various BOCA 76-61 SBCCI 89204 UBC 3236 PC/PET RetroDrain various N/A USII RetroDrain various N/A SuperDome various N/A RetroDrain FP -10 Vents 10" deck flange, N/A base diameter of 4" and a height of 6" Expand -O -Guard Expand -O -Flash various various Presto -Lok Fascia and various Flashing System N/A N/A TAS 114 DynaTred & various N/A DynaTred Plus Roof Walkway • • • • • • • • :•: • • • • • • • 4141• 4141 o •s 0410 0410 ••• • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • •0 • • • • • • • • •• • •0• • • • • •00 • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • 00 •• • • • •• •• •00 • • • 000 • • Product Description A two component elastomeric, cold application adhesive, consisting of a modified proprietary compound with an asphalt base. General purpose trowel grade, cutback bitumen cement mixture including inorganic fibers and mineral stabilizers. A two component urethane cold application adhesive. A trowel grade, cutback bitumen flashing grade cement mixture including inorganic fibers and mineral stabilizers. Two piece flexible drain system composed of a Noryl deck flange, a flexible neoprene bellows and no hub connection. Available in various sizes and styles for most retro -fit applications. Engineered resin copolymer fabricated drain for retrofit applications. One piece, aluminum fabricated drain for retrofit applications. Cast aluminum, heavy -duty drain for retrofit applications. 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. . Elastomeric expansion joint cover for vertical expansion and seismic joints. Manufactured from non-reinforced, form - supported elastomeric bellows with a bifurcated waterproof attachment to metal flanges. Expansion joint covers manufactured from non - reinforced, form - supported elastomeric bellows with a bifurcated waterproof attachment to metal flanges. A multi-piece fascia and flashing system for built-up and modified bitumen roofing systems manufactured from aluminum or steel. Preformed, skid - resistant boards. NOA No: 09- 0902.04 Expiration Date: 07/19/11 Approval Date: 05/12/10 Page 4 of 20 APPROVED INSULATIONS: Product Name ENERGY 3, PSI -25 ENRGY 3 Plus Fesco Foam, DuraFoam Retro -Fit Board, DuraBoard Fesco Board Invinsa Roof Board ACFoam Composite ACFoam lI Styrofoam DensDeck, DensDeck Prime SECUROCKTM Roof Board Sturdi -Top Wood Fiberboard High Density Wood Fiberboard Perlite Insulation Board Type X Gypsum XPS Structodeck Fiber Base TABLE 2 Product Description Isocyanurate Insulation. Polyisocyanurate insulation laminated to wood fiber. Isocyanurate Insulation with perlite facer A high - density perlite roof insulation. Rigid perlite roof insulation board. High density polyisocyanurate board Isocyanurate Insulation with perlite facer Isocyanurate Insulation Extruded polystyrene insulation Silicon treated gypsum Rigid, gypsum -based board stock Wood fiber insulation board. Regular wood fiber insulation High Density Wood Fiber insulation board. Perlite Insulation Gypsum Wallboard Extruded polystyrene High Density Wood Fiber insulation board. Asphalt coated wood fiber insulation •• ••• • • • • • •• • • • • • • • • .. ••• •• • • • •• .•• •• • .• . • • • • • • ..•• • • • • • • • • • • • • • • • • • • • • •• • • •• •• • • • • • • • • • • • •• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 0 .• • • Manufacturer (With Current NOA) Johns Manville Johns Manville Johns Manville Johns Manville Johns Manville Johns Manville Atlas Roofing Corp. Atlas Roofing Corp. Dow G -P Gypsum USG Corp. G -P Products Generic Generic Generic Generic Generic Masonite Temple Inland Forest Products Corp. NOA No: 09- 0902.04 Expiration Date: 07/19/11 Approval Date: 05 /12/10 Page 5 of 20 APPROVED FASTENERS: Fastener Product Number. Name 1. UltraFast 2. UltraFast ASAP 3. UltraFast Metal Plate 4. UltraFast Plastic Plate 5. OMG Fastener #12 & #14 6. OMG Fastener ASAP 7. OMG Polypropylene 8. OMG G -2 9. OMG Standard EVIDENCE SUBMITTED: Test Agencv/Identifier Factory Mutual Research Exterior Research & Design Trinity I ERD IRT, Inc. • • •• ••• • • • TABLE 3 Product Description Insulation fastener for.wood and steel. Pre - assembled Insulation fastener and plate Galvalume AZ55 steel plate High Density Polyolefin round plate Insulation fastener Pre - assembled Insulation fastener and plate Polypropylene plastic plate 3.5" round galvalume AZ55 steel plate 3" round galvalume AZ50 steel plate Name J.I. # 3001482 J.I. # 3001629 J.I. # 0Z8A9.AM J.I. # 3D4A4.AM J.I. # 3000949 3007148 3009499 3011248 3001457 3014090 3012974 3026130 #4361- 2.04.97 -1 #10390A- 12.97 -1 10391.01.03 00257.03.05 -1 J7670.06.08 J6990.12.07 • • :#99bb4 Atlantic & Caribbeanitoof Consulting, LLC • • •• • IRT -ARCON Inc ••• • • • •• • ••• • • ••. .. ••• • t(*RC•Q3017 ACRC '06 -005 02-026 • 02 -01I • •• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • •• • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • Dimensions Various Various 3" square & 3" round 3" round Various Various 3.25" round 3.5" round 3" round Manufacturer (With Current NOA) Johns Manville Johns Manville Johns Manville Johns Manville OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. Report Date FM Class 4470 08/11/98 FM Class 4470 09/10/98 FM Class 4470 09/28/98 FM Class 4450 04/19/00 FM Class 4470 04/04/01 FM Class 4470 11/01/02 FM Class 4470 04/04/02 FM Class 4470 09/05/02 FM Class 4450 06/03/02 FM Class 4470 04/26/09 TAS 114 02/04/97 TAS 114 12/00/97 TAS 114 01/29/03 ASTM D 6162/63/64 03/17/05 ASTM D6298 ASTM D3909 06/16/08 ASTM D6162/D6164 12/03/07 TAS 114 03/00/99 TAS 114 09/30/03 TAS 114 03/27/06 TAS 114 07/26/02 02/06/02 NOA No: 09- 4902.04 Expiration Date: 07/19/11 Approval Date: 05 /12/10 Page 6 of 20 Membrane Type: SBS Deck Type 1L• Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank, fastened with #12 -3" Olympic STD screws @ 6" o.c. System Type A(2): Anchor sheet mechanically fastened; all layers of insulation fully adhered with approved asphalt. All General and System limitations apply. One or more layers of any of the following insulations: Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density /ft2 ENRGY 3 Minimum 13" thick N/A N/A Base or Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 Fesco Foam, DuraFoam Minimum 1.5" thick N/A N/A Fesco Board Minimum'/" thick N/A N/A Retro -Fit Board, DuraBoard Minimum %" thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs/100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Anchor Sheet One ply of GlasPly Premier, PermaPly 28 or Ventsulation fastened to the deck as described below: Fastening: Anchor sheet shall be lapped 3" and fastened with Ultrafast screws and 3" plates, 8" o.c. at the lap and three rows staggered in the center of the sheet 8" o.c.. Base Sheet (Optional if ply sheet used) One ply of PermaPly 28, DynaBase, DynaBase XT or GlasBase Plus adhered to the insulated substrate in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 401bs./sq. Ply Sheet (Optional if base sheet used) One or more plies of GlasPly Premier,' Glas Ply 1V, DynaLastic 180S, DynaBase, DynaBase XT or DynaPly adhered to the a base • *slim c pprtite tvp two witb approved mopping of asphalt applied within the EVT . raiw) acid atagala« 2Q-40 lbsJsq. or one ply DynaWeld Base heat welded. • ......... • .. • • • • • • • • • • • ... .... • • .. • ... • • • • • • • • • .. • • .. .. • • • • • • • • .. • • • • • ... • • • . • • • • • • • ... • • • • • • • • • • • • • • .. .. • • • .. .. 900 • • • 4190 • • NOA No: 09- 0902.04 Expiration Date: 07/19/11 Approval Date: 05 /12/10 Page 9 of 20 Membrane: One or more plies of DynaKap, DynaKap FR, DynaMax, DynaMax FR, DynaGlas, DynaGlas FR, DynaGlas 30 FR, DynaGlas 30 FR XT, DynaLastic 180, DynaLastic 180 FR, DynaLastic 180 S, DynaLastic 250, DynaLastic 250FR or DynaPly adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq. or one ply DynaWeld Cap FR heat welded Or (Only with a modified Base or Ply sheet) GlasKap or GlasKap CR adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq. Surfacing: (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' recommendations regarding specific application rates and weathering. 2. Flood coat and gravel/slag with an application rate of 60 Ibs sq. & 400 Ibs.sq., respectively. 3. GlasKap or GlasKap CR adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs.sq. Maximum Design Pressure: -52.5 (See General Limitation #7). .• 0410 • • • • • •. • • • • • • •• ••• .0 • • • .. ••• • • •• • • • • • • • •••• • • • • • • • • • • • • • • • • • • ••• • •••• • • • • • • • • • • • • • • • •• • 1 APPROVED • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • • • • • • •• ••• • • • • • ••• • • NOA No: 09- 0902.04 Expiration Date: 07/19/11 Approval Date: 05 /12/10 Page 10 of 20 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq., 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 side lap 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 Ibf. Insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and corners). (When this limitiitio•gi .sfteciVeaVyirefeered within this NOA, General Limitation #7 will not be applicable.) ; ; • • • • • • • • 10. All products 1isshii h &irC shalt h3v4 %,q1 utility assurance audit in accordance with the Florida Building Code and Rule 3B -'12 of the Florida Admfnistrative Code. ••• , • • END OF THIS ACCEPTANCE • • • ••• ••.. •. .•. • • • • • • • • • • . •• • ..•• .•. • • • • •. • • • • • • • • .• • ..• • • • .•. • • • • • ... • • • • • • • • • • • • .. • • • ••• • • NOA No: 09- 0902.04 Expiration Date: 07/19/11 Approval Date: 05 /12/10 Page 20 of 20 MIAMI COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Strom Room 208 Miami. Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.aov/buildinSI Polyglots USA Inc. 150 Lyon Drive Fernley, NV 89408 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (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. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polysttick WITS, IR -Xe, TU, TU Plus and TU P 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 prod. 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 cop .9f this orit••treeI44.s Tali be provided to the user by the manufacturer or its distributors and shall be available fbt inSp8ctiarl at the job site at the request of the Building Official. This revises NOA#0941806.O7 awl consists of ,pages 1 through 6. The submitted documentation yiasvileiietted 1iyi►1eTigera. •• •• • • ••• . -/i17' it • • .•• • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • ••• • • NOA No.: 11- 0203.02 Expiration Date: 09 /13/11 Approval Date: 04/21/11 Page 1 of 6 ROOFING COMPONENT APPROVAL Category:. Sub - Category: Material: PRODUCTS DESCRIPTION: Product Polystick MTS underlayment Manufacturing Location #2 Polystick IR -Xe underlayment Manufacturing Location #1 & #2 Polystick TU underlayment Maraffacturing Location #1 & #2 Polystick TU Plus underlayment (Facer of Membrane Labeled in Orange or Black Ink) Mant acturing Location #1 & #2 Polystick TU P underlayment Manufacturing Location #2 • Roofing Underlayment SBS , APP Self- Adhering Modified Bitumen Dimensions Roll: 65'8" x 3'3-3/B" 60 mils thick Roll: 65'8" x 31-34" 80 mils thick and 67" x 36" 80 mils thick Roll: 32'10" x 3'3 -3/8" 100 mils thick Roll: 651" x 3'3 3/8" 80 mils thick Roll: 32'10" x 3'3 -3/8" 130 mils thick •• ••• • • • Test Product SAecif catioi Descriution, TAS 103 A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. TAS 103 and A fine granular /sand top surface self - ASTM D 1970 adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 • • 11 MANUFACTUAVG FIX ._.R•••• S'• ••• • P • • • • • • •• •• ••• •• 1. 555 Oak ridge Road, Hazelton, PA 2. 621 Sn• ve l A••• "% ant lay• 4 i, FL • • • • • • • • • • • •• • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • • ••• • • • • • • • • • • • • • • •• • • ••• • • •• A heavy granuled surface self adhering, APP polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. A non - wicking fabric surfaced, self- adhering, APP polymer modified, fiberglass reinforced with a high strength polyester fabric, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt waterproofing membrane, glass - fiber /polyester reinforced, with a granular surface designed for use as a tile roof underlayment. NOA No.: 11- 0203.02 Expiration Date: 09/13/11 Approval Date: 04/21/11 Page 2 of 6 EVIDENCE SUBMITTED: Test Aaencv Exterior Research & Design, LLC Trinity I LARD PRI Asphalt Technologies Momentum Technologies, Inc. Test Identifier #11756.04.01 -1 #11756.08.01 -1 #02202.08.05 #P5110.08.07 P10870.09.08 -R1 P10870.04.09 PRI01111 PUSA - 005 -02 -01 PUSA - 018 -02 -01 PUSA - 035 -02 -01 PUSA »033 -02 -01 PUSA- 055 -02 -02 PUSA 083 -02 -01 PUSA 089 -02-01 JX20H7A RX 14E8A DX23D8B DX23D8A INSTALLATION PROCEDURES: Deck Type 1: Base Sheet: Fastening: Membrane: Surfacing: Test Name/Revert TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 TAS 103 /ASTM D4798 & G155 ASTM D 4977 ASTM D 4977 ASTM D 2523 TAS 103 ASTMD 1970 TAS 103 TAS 103 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 Rate 04/27/01 08/14/01 08/29/05 08/29/07 12/04/08 04/13/09 04/08/02 01/31/02 07/14/03 09/29/06 01/12/06 12/10/07 06/30/08 07/06/09 04/01/08 11/09/09 02/18/10 02/18/10 Wood, non - insulated One or more plies of ASTM D 226 Type II or ASTM D 2626. Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Polystick membranes self - adhered. None 1. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. . All side laps shall be a minimum of 3 -h" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom•tha•eatixe membrane, since so as to have full contact with the surface, giving special attenign to�fap�.: �.: •. 7. Flash vent pipe's, cta'ck't thtmheksand, f lenetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All prrotrusipns rdrainsshall be initially taped with a 6" piece of underlayment. The flashing tape shall bp pre)se4 igpla¢e n 1 hingd ground the protrusion to ensure a tight fit. A second layer of Pol sticieshalT bb dpltlied Avbrtbei underlayment. • • • ••• • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • • ••• • • NOA No.: 11- 0203.02 Expiration Date: 09 /13/11 Approval Date: 04/21/11 Page 3 of 6 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS and TU Plus may be used in asphaltic shingles, wood shakes and shingles, non - structural metal roofing, roof tile systems and quarry slate roof assemblies. IR-Xe, TU, and TU P may be used in all the previous assemblies listed except metal roofing. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick membranes shall not be adhered directly over a pre - existing roof membrane as a recover system. 6. The following membranes manufactured in Winter Haven, FL Plant; Polystick MTS, IR-Xe, TU, TU P and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polystick TU Plus manufactured in Hazelton, PA Plant shall not be Ieft exposed as a temporary roof for longer than 180 days after application. Polystick IR -Xe and TU manufactured in Hazelton, PA Plant shall not be left exposed as a temporary roof for longer than 30 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick TU and TU Plus may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR-Xe is limited to mechanically fastened roof tile applications. Polystick MTS is limited to mechanically fastened with battens roof tile applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. The maximum roof slope for use as roof tile underlayment for (direct-to-deck) tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Polystick IR-Xe Polystick TU, TU Plus TU P Flat Tile Prohibited without battens 5:12 No limitation Profiled Tile Prohibited without battens Prohibited No limitation The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Polystick MTS shall not be used in direct-to-deck applications. Battens are required for both loading and installation of tiles at all times. 10. are should be taken during the loading procedure to keep foot trafxc to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. .••• ••••••• • • • • • • • • • • • • • ... • • • • • • • • • • • • • • •• •. • • • • .. • •.. • • • ••. • • • • • • 6 Roofing Tiles (6 Max Per Stack) 12 NOA No.: 11- 0203.02 Expiration Date: 09/13/11 Approval Date: 04121/11 Page 4 of 6 GENERAL LJ IITATIONS: (CONTINUED) 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS, IR-Xe, TU, TU Plus and TU P may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, 1R-Xe, TU, TU Plus and TU P as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, IR-Xe, TU, TU Plus and TU P is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement °Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following. 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back-nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area pare clever" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back - nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand railer to ensure full contact. 4. All fabric over fabric; and grimly over.graaule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 PremiunEeivl'odfied :lashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement„13elygljss ?phi Iilti Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic, applied in between the application of the ... .. ... Trowel . lap. The use of mastic betwe i claps dgegnQt apply to Polystick MTS. • • • • .. • • ... • • • • • ... • • • • • .. • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • .. • • • • • ... • NOA No.: 11- 0203.02 Expiration Date: 09/13/11 Approval Date: 04/21/11 Page 5 of 6 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and /or Counter- battens, as required by the tile manufacturers NOA's, must be used on all projects for pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6 '/a "112 ", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Bight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum .of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800) 894 -4563. 13. Polyglass offers a 10 year Limited Material Warranty on all properly installed Polystick self - adhered underlayments. Warranty must be requested and registered by Polyglass to be in force. 14. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894 -4563. 15. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS Aplb MiCtrillthINIDWONS. . • • END OF THIS ACCEPTANCE ... ... ... • • • • ▪ • • ... .... .. .. .... • • • • • • 0 • • .. • • • • • • • • • • • ... • • • • .. .. • • • .. .. 0011 • • • 000 • • NOA No.: 11- 0203.02 Expiration Date: 09 /13/11 Approval Date: 04/21/11 Page 6 of 6 M1 ADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifeffie, LLC 200 Story Road Lake Wales, FL 33898 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: gu the use of construction materials. This NOA is being issued under the applicable rules and regulations governing Control Division and accepted The documentation submitted has been reviewed by Miami -Dade County and other Control Div where and accepted by by the Board of Rules and Appeals (BORA) to be used in Miami Dade County the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Atlantis Shake & Slate Concrete Roof Tile LABELING: Each unit shall bear a pernianehApproved ", unl ss oth name erwise logo, noted herein�d following statement: "Miami-Dade County Product Control 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. followed by Florida, and ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, then it shall the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, 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 i p ction at the job site at the request of the Building Official. • •••••••• This revises NOA #07 -16123 124dcons'tst dwa$es 1 through 7. The submitted documentA6.ontivas reu'iesved by;Userigera. • • ••• ••• • • • • • • • • .• • • • • • ••• • • • ••• • • • • • • • • • • • • •i • • • • • • •• • • • • • •• • • • • • • • • • • • • • • . . • • • ••• • • • • • • • • • • • • • • •• • • • • • • • • • • ••• • • NOA No.: 09- 0422.11 Expiration Date: 12/16/12 Approval Date: 05127/09 Page l of 7 ROOFING ASSEMBLY APPROVAL Category: Sub- Category: Material: Roofing Flat Profile Roofing Tiles Concrete 1. SCOPE This renews a system using Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile, as manufactured Monier Lifetile LLC in Pompano Beach, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Monier Lifetile Atlantis Shake and Slate Tile Trim Pieces Test Dimensions Specifications 1 =16" w= 10" 1 'A" thick I= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Product Description TAS 112 Flat, interlocking, high pressure extruded concrete shake and slate roof file equipped with two nail holes. For direct deck, mortar or adhesive set applications. TAS 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Identifier 7161 -03 Appendix III 94 -060A 94-084 25- 7094 -2 25- 7094 -8 •• ••• • • • • • •• • • • • The Center for Applied... • .• : • :2 ;- 0114 -5. • • Engineering, Inc. • • •. • •• • • • • • . • • . • • • • • • • • • • • • • • • • •••• • • .. • • • • • • • • • • •• • .•• • • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • ••• • • • • • • • • • • •• • Test Name/Renort Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) (Adhesive Set) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Date Dec. 1991 March, 1994 May 1994 Oct. 1994 Oct. 1994 Oct. 1994 NOA No.: 09- 0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 2 of 7 Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Professional Service Industries, Inc. Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. • • • • • Walker Engineering, Inc' • • Walker Engineering, Inc,. ..: Nutting Engineerins Nutting Engineerins • • • • • • • • • • • • • • •• •• • • Test Identifier 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 224 -47099 520109 -1 520111 -4 520191 -1 Calculations Calculations Calculations Calculations Calculations • • : • C"alcurahons•' TAS -112 . T.AS -112 • • • • •••• • • • • • • • • • • • • • • •• • • •••• .•• •• • ••• • • • • • • • • • • • • • •• •• ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• Test Name/Report Static Uplift Testing PA 102 (2 Quik Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Static Uplift Testing PA 101 Aerodynamic Multiplier Moment of Gravity 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Aerodynamic Multipliers Two Patty Adhesive Set System 13343.1 13343.1 Date Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Sept. 1994 Dec. 1998 March 1999 October 2007 August 2007 February 1996 April 1996 December 1996 March 1995 April 1999 April 1999 June 2007 March 2009 NOA No.: 09- 0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 3 of 7 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 33 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater with a minimum of two screws. 4. INSTALLATION 4.1 Monier Lifetile Atlantis Shake and Slate Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Monier Lifetile Atlantis Shake & Slate Tile Weight W (Ibf) Length -I (ft) 8.5 1.33 Width -w (ft) 0.833 Table 2: Aerod Tile Profile Monier Lifetile Atlantis Shake & State Tile namic Multi tiers - 7. ft3 (ft) A. (ft ) Batten Application Direct Deck Application N/A 0_20d ._ Tile Profile Monier Battens Lifetile Atlantis N/A Shake & Slate Tile Table 3: Restorin 3 ":12" 4 ":12" 2 ":12" Moments due to Gray 5 ":12 M ft-lb 6 ":12" Direct Battens Direct Battens Direct .Deck Deck Deck 6.17 •N /A.. .8.31 • IWA• •6.01 •••••••• • •• • • • • • • • .. ..• .. • - - -• Battens N/A Direct Deck 5.89 Battens N/A Direct Deck 5.75 7 ":12" or greater Battens Direct Deck N/A 5.59 .. • • • . •. • • • • • • ..• •.•. • • • • • • • • • • • • • • • • • • • • .. • • •• •• • . • • • • • • • • • .• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 090 • • NOA No.: 09- 0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Monier Lifetile Atlantis Shake & Slate Tile 2 -10d Ring Shank Nails 30.9 38.1 N/A 1 -10d Smooth or Screw Shank Nail 7.3 9.8 N/A 2 -10d Smooth or Screw Shank Nails 14.0 18.8 N/A 1 #8 Screw 30.8 30.8 N/A 2 #8 Screw 51.7 51.7 N/A 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 N/A 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 N/A 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 N/A 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 N/A Table 5: Attachment Resistance Expressed as a Moment Mr (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Adhesive' 31.3` 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. Pol oam Product, Inc. Avera . e wei s ht . - r • a 8 s rams. Table 5A: Attachment Resistance for Single Pattj Expressed as a Moment - Mr (ft-Ibf) Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile PolyProm 118.93 PolyProT"' 40.44- 3 Large paddy placement of 45 grams of PolyProT". 4 Medium paddy placement of 24 grams of PolyProna. Table 5B: Attachment Resistance Expressed as a Moment - Mf(ft -Ibf) •66 'I • % : • . • . : • for•Mortar or Adhesive Set Systems _ . . •. • • • • Ire : • •: •. • • ••• • • Prehlle :.. • Tile Application Mortar Sets Attachment Resistance 39.0 Monier Lifetile Atlantis Shake & Slate Tile 5 Sea.spscgfrc mQrjar m §nufacturers Notice of Acceptance • • - • • ... • • . • • • • • . .. .. • • : • .. . . • • • • • • APPRtN €D i • .- ... • • • • • • • ... • • •.•. •• . • • • . . • •. • • 000 • • NOA No.: 09- 0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 5 of 7 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 ". MONIER LIFETILE LLC, ATLANTIS SHAKE AND SLATE (POMPANO BEACH, FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. • • • • • • . ...• . • . . . • . • •• ▪ ••• •, . • • ••' •• •• • • • • • • • . • • • • - . •• ••• ••• ..• . • • • . • • • • • • • • . • ,. • • • • • • • • _' •. • • • • ••• • • • • ••• • •- • • • 1. • ••• • • •• • •• • • • • • • • ••• • •. .• • • ••• • • NOA No.: 09- 0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 6 of 7 • PROFILE DRAWINGS 1° tyr InVERLOCK --� • MONIER LIFETILE ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE ' o •• •• • • • • • •• ▪ ••• •• • • ••' ••• ••• ••. • • • • • • •••• • • • ••' •••• •• •• • • • • • •• • • • • • • ••• • • • • • • • • • • • •• •• END OF THIS ACCEPTANCE NOA No.: 09- 0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 7 of 7 MIAMI DARE BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315-2599 www.miamidade.gov /buildiva/ SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (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. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTIQN; A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall b1 avail *le,�prin.�pictIon It the job site at the request of the Building Official. • •••••. This rene*NOA Y 66%0101'.02 dnd consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. • • • • •• • . ••• • • • • • • • • • • • •• •• • • • • •• • • APPROVED • • • • • ••• • • • • • • • • • • • • • •• • • • • • •• • •• .. • • •.• • • • • • • • • • • • . •. 00 NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofmg Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications TAS 101 Polypro® AH160 N/A Foampro® RTF1000 N/A ProPack® 30 & 100 N/A PRODUCTS MANUFACTURED BY OTHERS: Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment Any Miami Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs./ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs.Ft2 3.1 Perm / Inch +0.07% Volume Change ® -40° F., 2 weeks +6.0% Volume Change ®158 °F., 100% Humidity, 2 weeks 86% Note: • Tlie,physicpl ojer ties 1�1sted above are presented as typical average values as determined ' py ac�o�•ep'te8 AS7lpI le* methods and are subject to normal manufacturing variation. • 1 • • • • ••• • •• ••• •. • • • . • •• • ••• ••• • • • • • • • •• ••• • • • •• • • ••• • • • • • • • • • • • • • • • • •• • • • • • • • • ••• • • • • • ••• • • • • • ••• • • • • •••• • • • • •• • • • ••• • • •' ••• •• •• NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94 -060 257818 -1PA 25- 7438 -3 25- 7438 -4 25- 7438 -7 25 -7492 NB -589 -631 9637 -92 01- 6743 -011 01- 6739- 062b(1] 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 Test Name/Report Date TAS 101 04/08/94 TAS 101 12/16/96 SSTD 11 -93 10/25/95 SSTD 11 -93 SSTD 11 -93 ASTM D 1623 11/02/95 • 12/12/95 02/01/94 ASTM E 108 04/30/93 ASTM E 108 11/16/94 ASTM E 84 01/16/95 TAS 114 03/14/96 TAS 101 10/23/98 TAS 101 12/28/98 TAS 101 03/02/99 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof 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 thektileAs .emblies shall test in accordance with TAS 101 with section 10.4 as modified herein. • •• Y • • • •• • l• ••O••••"•• FE • —W •• ••• •• • • , wY F'— MS • • • • • • • • • • •• • Y • • • •• • ••• • • • • • ••• • • • • • • • • • • • ••• •• •• • • •• ••• ••�•• NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 3of7 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® A11160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with 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 licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 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 minutes after Polypro AH160 has been dispensed. 9. Polypro® AH 160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 LABELING: All Polypro® A11160 containers shall comply with the Standard Conditions listed herein. BUILDASiG PERIVIIT REQUIREMENTS: • As required bat the $ttiI 4irit Official or applicable building code in order to properly evaluate the installation ones IyAtpm.: ; • • ••• • • • • • •• •••• •• •••• • • • • • • • • . • • • • •• • ••• • . • • • ••• • • .•• • • • ••• • • • • ••. ••• •• • •• • •• •• NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1) Place enough adkosive to idles. 17to7d steep whams square Indies In coated wills the pan tile 2) upside e g f adhesive 112 ln. Then Install MM. Nog through Fissile anent • •. .•• • • • • • •• • • • • • • • • •• ••• •• • • • •• ••• ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • •• • • • • • •• •• • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • ••• • • • • ••• • • Re 10P Pew of heeeve coarsettle. Abel t snood tom of pan tiles Ensure ease end of pi and cover Wove flush et ease Iln. Eeveclosure Weepbde fasda polar shown) Polito Moder on stis longiudissi NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY • .. ... • • • • • • • • • • • • • • • •• ••• •• • • • •• ••• ••• ••• • • • • •.. • • • • • • • • • • • • • •.•• • •••• •• •• • • • • • • • • • • •• • •••1••• • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • •• •• • • • • • •• • ••. • • • • • ••• • NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nag through plastic cement Paddy (between life) Paddy (under tile) 3 In x 3 In. Single paddy under die Single paddy on 2 M. Y 4 In. _ :• under - layment ve PSi , Sala add in. X 7 in. medium on top of ti e size paddyeave Fascia course only &course Nall through plastic cement Nall through plastic cement Underlaymerd Single paddy under We Single paddy between the 2ln.x 7 M. medium site weave course only tin.x31n. Single 41n. • paddy on under. layment Slagle Paddy on top of tile Ewe Comae Fascia WBephele Eaveclosure Drip edge SMgla paddy between tale AIn.x 3 In. Single paddy on underlayment Single paddy on top ottite Eave Coarse Eaveq&sure 2 in. x7M.medium Fascia she paddy eavecaaae only • • • • • • • • • • • • • • . . . . . . • END OF THIS ACCEPTANCE ...... • • • • • • • • • •• •• • • ••• • • • • •• •••• • • •• • • • • • • • ••• • • • • • • • • • • •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •••••• • ••• • • • • ••• • • •. • •• • NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04 /14/11 Page 7 of 7 Page 1 of 67 ONLINE CERTIFICATIONS DIRECTORY TGFU.R10167 Roofing Systems Pale Bottom Roofing Systems See General Information for Roofing Systems JOHNS MANVILLE 717 17TH ST DENVER, CO 80202 USA R10167 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G -P Gypsum IDensDeck® may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board or overiayment board are offset 6 in. with the joints in the deck. If polystyrene insulation is used in the existing noncombustible deck Classification, it must be placed beneath the gypsum board or DensDeck ®. "DuraFoam" may be used in lieu of "Fesco -Foam" applicable Classifications. "Fesco HD" is a suitable altemate to "Duraboard" in any applicable Classification. "RetroPlus" is an acceptable alternate to "Retro -Fit° or "ENRGY 3" in any applicable Classification. Any of the following insulations may be used in lieu of "ENRGY 3" in any applicable Classification: 'Tapered ENRGY 3 °, "ENRGY 3 25 psi ", "Tapered ENRGY 3 25 psi ", "ENRGY 3 AGF", "Tapered ENRGY 3 AGF", "ENRGY 3 25 psi AGF", "Tapered ENRGY 3 25 psi AGF", "ENRGY 3 CGF", "Tapered ENRGY 3 CGF", "ENRGY 3 25 psi CGF ", "Tapered ENRGY 3 25 psi CGF", "ISO -3 ", "Tapered ISO -3 ", "ENRGY 3 Foil Faced ", "Tapered ENRGY 3 Foil Faced ", "AP Foil Faced Sheathing ", "Tapered AP Foil Faced Sheathing ", "VaiuTherm ", "Tapered ValuTherm", " ValuTherm 25 psi ", "Tapered ValuTherm 25 psi ", "ValuTherm AGF", "Tapered ValuTherm AGF ", " ValuTherm 25 psi AGF ", "Tapered ValuTherm 25 psi AGF ", " ValuTherm CGF ", "Tapered ValuTherm CGF ", " ValuTherm 25 psi CGF", "Tapered ValuTherm 25 psi CGF ". "InvinsaFoam" or "Tapered InvinsaFoam" may be used in lieu of the combination of "Invinsa Roof Board" and "ENRGY 3" in any Classified system where "Invinsa Roof Board" is directly over "ENRGY 3 ". "Urethane Insulation Adhesive" may be used to adhere insulation in any of the following Classifications. Base sheets and ply sheets may be adhered with hot asphalt (15 -25 lb/sq) or "BUR Adhesive ", applied at 1 to 2 gal /sq. unless otherwise specified adhesive may be applied by brush, roller, notched squeegee or spray equipment. Vapor barriers or ply sheets are optional beneath roof insulation on all systems. Unless otherwise indicated, 7/16 in. (min) thick non - veneer APA rated oriented strand board may be substituted for wood fiberboard in the following systems. Unless otherwise indicated, wood fiberboard may be substituted for polyisocyanurate insulation in any of the following non - combustible systems. "GlasPly IV" and °GlasPly Premier" are suitable alternates to Type G1 ply sheet. "GlasBase XT" is an acceptable altemate to "GlasBase" in all applicable Classifications. Base /Ply Sheet Listed: •• ••. . . _ _ _- Acceptable Alternative • DynaBase • • • • • • DynaBasePR* • • • ••• ••• ••• • • • • • • •• •• • • • • ••• • • ••• • • •.• • • • • • • • • • • • •• ••• • • • • ••• • • DynaMopGL 2.2 P /S* DynaMop GL 2.2 P/S QL* DynaWeld GL 2.2 P/P DynaWeld Base DynaWeld GL 2.2 P/P • • • •DynaGrip Base • • • • DynaGrip • • • • • • • • • • • . Base SD /SA • • • • • •• ••• • • • • • • • • ••• • • • • • • DynaGrip Base SA/SD 6/2/2011 Page 13 of 67 Insulation: — Any thickness, one or more layers °Retro-Fit Board ", " Fesco" or " DuraBoard", "Fesco - Foam ", "ISO 3 ", "ENRGY 3 ", 3/4 in. "Fesco" or "DuraBoard" over polystyrene or any UL Classified polyisocyanurate Insulation, mechanically fastened or hot mopped. Base Sheet — Three or more plies Type G1 or "GlasPly IV" or "GlasPly Premier", hot mopped. Surfacing: — "TopGard B° at 2 to 3 gal /sq, or Karnak "Kamak No. 220 Fibrated Asphalt Emulsion" at 3 gal /sq. SBS MODIFIED BITUMEN SYSTEMS Any noncombustible deck Classification Incorporating polyisocyanurate insulation may substitute the polyisocyanurate with EPS covered by a layer of 1/2 in. thick (min) wood fiberboard. Any Classification incorporating polyisocyanurate insulation may incorporate a layer of wood fiberboard (any thickness) on top or bottom of the insulation. Polystyrene Insulation (any thickness), covered with 1/2 in. thick min parllte, is an acceptable alternate to any insulation in any of the following noncombustible roof deck Classifications. "Invinsa Roof Board" may be used over °ENRGY 3 °, or as an acceptable altemate to "ENRGY 3 °, in any of the following noncombustible Classifications. "DynaLastic 180S" or "DynaWeld PR 3.0 P /P" may be used under "DynaGlas FR" in all applicable Classifications providing that a Type G2 base sheet is utilized In addition to the "DynaLastic 180S" or "DynaWeld PR 3.0 P /P" products. "Dibiflex" is a suitable altemate to "Roof Defender SBS Cap Sheet" in all applicable Classifications. "Nord Flex Duo Ply FR Cap Sheet" may be used in lieu of "DynaGlas FR" In all applicable Classifications. "Roof Defender Fiber Glass Cap Sheet° is a suitable altemate to "ParmaPly 28" in all applicable Classifications. "DuraBoard" may be used in lieu of "Fesco" or "DuraBoard" Board (in equivalent thickness) in all applicable Classifications. "DynaGlas 30" and "DynaWeld Cap FR" may be used In lieu of "DynaGlas 30 FR" In all Classifications. " DynaGlas S " and "DynaLastic 250S" may be used in lieu of "DynaPly" in all applicable Classifications. "DynaGlas FR XT" is an acceptable altemate to "DynaGlas FR" in all applicable Classifications. Membrane Listed: Acceptable Alternative+ DynaGlas FR DynaGlas FR CR DynaWeld Cap FR DynaWeld Cap FR CR DynaLastic 180 FR DynaLastic 180 FR CR DynaLastic 250 FR DynaLastic 250 FR CR DynaKap FR DynaKap FR CR DynaWeld Cap 180 FR DynaWeld Cap 180 FR CR DynaWeld Cap 250 FR DynaWeld Cap 250 FR CR + Limited to systems where the membrane is over G1 base sheets, G2 base sheets or "Referenced SBS Base Sheets", and the max Indine does not exceed 1/2:12 slope. 1. Deck: C -15/32 SBS MODIFIED BITUMEN SYSTEMS WITH HOT ROOFING ASPHALT Incline: 1 Class A Insulation (Optio®aly: ny thitkg ft, ane or rMere layers "Fesco" or "DuraBoard ", " Fesco- Foam ", "Fiber Glass Roof Insulation ", "ISO 3 ", "ENRGY 3 ", 3/4 in. " Fesco" dr• "DuriErardroover polystfreae or any UL Classified polyisocyanurate insulation, mechanically fastened or hot mopped. Base Sheet: — One or more pdes•'Ty/ie ral,7* GlaSply N ", "GlasPly Premier" or Type G2 "ParmaPly 28 ", "GlasBase° or "Ventsulation ", "DynaPly" or "DynaBase" (modiflia biteif n), titechdnicallyfastened or hot mopped. Membrane: — " DynaLastic 180S ", "DynaLastic 250S ", "DynaLastic 250 ", "DynaKap ", "DynaPly ", "DynaGlas ", "DynaMax FR ", "DynaGlas FR 30 °, "DynaLastic 250FR" or "Roof Defender SBS Cap Sheet° (modified bitumen), hot mopped. Surfacing: — $i hot reef ,g aPs haft. • • • • • • • • • • • • • • • • • • • • • • •• • • ' • •• • • • • • 2. Deck C -15/32 • • • • • • • • • •Indine: 2 Insulation (Optiorep: Anx thickness one or more layers " Fesco° or "DuraBoard ", " Fesco- Foam ", "Fiber Glass Roof Insulation ", "ISO 3 ", "ENRGY 3" or any UL Classifieedd polyi•6ocyaeur:telingliStict, in Combination (optional) with 1/2 in. "Retro -Fit" cover board or 3/4 in. " Fesco° or "DuraBoard" over "DynaBase XT° may',be ° DynaBase" and "DynaWeld Base" in all Classifications "DynaGlas 30 FR XT" may be used In lieu of "DynaGlas 30 FR" and "DynaWet d •L•ap •G"i" IacIlCiassiiti riatite •,, 6/2/2011 Page 16 of 67 Insulation: — Polyisocyanurate, 1 -1/2 In. thick min, joints In insulation offset 6 in. with joints in deck. Base Sheet — One or more plies Type G2 or "DynaBase ", mechanically fastened, spot or fully mopped, or "DynaWeld Base ", heat welded. Base /Ply Sheet (Optional): — "JM SBS 170" (SBS modified bitumen), hot mopped. Membrane: — "DynaClad° (SBS modified bitumen), heat fused. 21. Deck: C -15/32 Incline: 3 Insulation: — Perlite or glass fiber, 1 in. thick min, joints in insulation offset 6 in. with joints in deck. Base Sheet: — One or more plies Type G2 or "DynaBase ", mechanically fastened, spot or fully mopped, or "DynaWeld Base ", heat welded. Base /Ply Sheet — One or more plies Type G2 or "DynaBase ", hot mopped in place, or "DynaWeld Base ", heat welded. Base /Ply Sheet (Optional): — "JM SBS 170" (SBS modified bitumen), hot mopped. Membrane: — "DynaClad" (SBS modified bitumen), heat fused. 22. Dedc NC Indine: 1/2 Insulation: — Any UL Classified, any thickness. Insulation: — Wood fiber, glass fiber or perlite, 1/2 in. thick. Base Sheet (Optional): — Type G1 or G2. Base Sheet — "DynaBase" or "DynaLasdc 1805 ", hot mopped. Membrane: — "DynaGlas FR" or "DynaMax FR" (SBS modified bitumen), hot mopped. 23. Deck: NC Incline: 1/2 Base Sheet (Optional): — One or more plies Type G1 or G2. Base Sheet — "DynaBase" or °DynaLastic 180S", hot mopped. Membrane: — "DynaGlas FR" or "DynaMax FR" (SBS modified bitumen), hot mopped. 24. Deck NC Incfline: 1/2 Insulation (Optional): — One or more layers, any thickness, "Fesco" or "DuraBoard ", " Fesco- Foam ", "ISO 3 ", "ENRGY 3 ", mechanically fastened or hot mopped in combination (optional) with 1/2 in. "Retro -Fit" cover board or 3/4 in. "Fesco" or "DuraBoard" over polystyrene, mechanically fastened in place. Base Sheet: — One or more layers "GlasBase ", "GlasBase Plus ", "Perma Ply 28 ", "Ventsulatlon ", "DynaBase ", "GlasPly IV ", "GlasPly Premier", hot mopped in place. Ply Sheet (Optional): — One or more layers "GlasBase ", "GlasBase Plus ", "Perma Ply 28 ", "Ventsulatlon ", "DynaBase ", "GlasPly IV ", "DynaLasdc 180S" or "GlasPly Premier ", hot mopped In place. Membrane: — "DynaLastic 180 FR ", "DynaMax FR ", "DynaGlas FR ", "DynaKap FR" or "DynaLasdc 250FR " (SBS modified bitumen), hot mopped In place. 25. Decic C -15/32 Incline: 1/2 Base Sheet: — One or more layers "GlasBase ", "GlasBase Plus ", "PermaPly 28 ", "Ventsulatlon ", nailed In place. Insulation (Optional): — One or more layers "Fesco" (3/4 in min), "Fiber Glass Roof Insulation" (15/16 in. min thickness), wood fiber (1 -1/2 In. min) or "ISO 3 ", "ENRGY 3" (2 in. min thickness), hot mopped in place. Base Sheet: — One or more layers "GlasBase ", "GlasBase Plus ", "PermaPly 28 ", "Ventsulation ", "DynaBase ", "GlasPly IV" or "GlasPly Premier", hot mopped In place. Ply Sheet (Optional): — One or more layers "GlasBase ", "GlasBase Pius ", "Perma Ply 28 ", "Ventsulatlon ", "DynaBase ", "GlasPly IV" or "GlasPly Premier ", hot mopped in place. Membrane: — "DynaLastic 180FR ", "DynaMax FR ", "DynaGlas FR ", "DynaGlas 30FR ", "DynaKap FR" or "DynaLasdc 250FR" (SBS modified bitumen), hot mopped in place. 26. Decic NC Incline: 3 Insulation: — Any UL Classified insulation except EPS, any thickness, mechanically fastened. Base Sheet: — Any UL Classified Type G1 or G2, mechanically fastened. Membrane: — "Dynaclad" SBS (modified bitumen), torched. 27. Deck: C -15/32 Incline: 1/2 •• ••• • • • • • •• • • • • • • • • • Insulation (Optional): - •4na84mareIa 1f in. "Retrp -Fit ", " Fesco" or "DuraBoard ", " Fesco- Foam ", "Fiber -Glass Roof Insulation" or 2 In. min thickness of "ENRGY•31 liwAtiell.:AlikiVultdor joints offset from plywood deck joints, 6 in. min. Base Sheet — One or more piles Type G2, mecanically fastened. Ply Sheet — One or more plies Type Gl, hot mopped. Surfaclng: — "9lgKaj Plus ", ::imopJed. • • • • • • • • • • • • • • • • • • 28. Deck: NC • • • • • • • • • • • • • •Indine: 1/2 • • • • •• • Insulation (Optional): — One or more layers 1/2 In. "Retro -Flt" cover board or 3/4 In. "Fesco" over any UL Classified polyisocyanurate insulation. Base Sheet: — Oneor more pjiesType•G?r rpecharjically fastened. Ply Sheet: — One ct mole Wits -=yet G1� holomopped or mechanically fastened. Surfaclng: — "Glaskap •Iusi•obmoppad. : ••: • ••• • • • ••• • • 6/2/2011