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RF-14-1004BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (3057 762.4949 PERMIT APPLICATION ' MAY 1 � 2 14 Y:, FBC 20 t 0 Permit No. Master Permit No. 'H—\004 Permit Type: BUILDING ROOFING JOB ADDRESS: � 1 r`'C- q Li d I City: Miami Shores County: Miami Dade Zip: 13 Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): Tel (°V0'i W'l�(a-'� Phone#: q g (0 79" C1 4 ' 6S® 1 Address: t l 1 yl e cm S—� - City: V\Aa CRrVU S' State: 4=f A' ° Zip: 33 13 b Tenant/Lessee Name: Phone#: Email: EM PPO (�P GA-rLt. Com^ CONTRACTOR: Company Name: 0,e~ Phone#. ely Address: City: S State: Qualifier Name: Zit): ^ Phone#: �` t State Certification or Registration #: � '� ("9 7 �� rtificate of Competency #: �► 7'� 103 79 % Contact Phone#: Email Address: DESIGNER: Architect/Engineer: /' Phone#: Value of Work for this Permit: $ 'v oer> Square/Linear Footage of Work: Type of Work: DAddition ❑Alteration ONew ❑Repair/Replace' ❑ emolition Description of Work: `- Color thru tile: Submittal Fee $� ° Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ 0 Technology Fee $ TOTAL FEE NOW DUE $42 7 N Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip 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 pronin s subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the firsection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspectionf bf �pproved and a reinspection fee will be charged. 1 Signature_ or Agent Contractor The forging instrument was ac�mwledged before me this I C - The foregoing instrument was acknowled befor me this day of , 20 , by d.,day of , 20 _, by , who is perso y known o me or who hi produced_ who is personally known to me or who has produced v { LJttr As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sig, Prin My APPROVED BY FM Plans Examiner Structural Review Sign: Print: My Commission Expires: (Revised 5/2/2012�Revised 3/12/2012) )(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) Zoning Clerk 01/27/12 03:47PE Al Power Contractors 3052233339 p.02 f CERTIFICATE OF LIABILITY INSURANCE THIS LATE IS ISSUED AS A MATTER OF ON FORMAT= ONLY AND CONFERS NO RIGHTS UPON THE CITE HOLDER. THIS CERTfqCA7E DOES NOT AFMIIIIATIVELY OR NEGATIVELY AIYIEND, EXTEND OR ALTM2 THE COVERAGE AFFORDW BY THE POLICIES BELOW. THIS, CERTWICATE OF INSURANCE DOES NOT CONS TTUTE A CONTRACT BETWEEN THE ISSUING I (Sj AUTHORIZED R ITATM OR PROBER, AND THE 001TRICAIT-19 "01.015R. INFQRTANr. E the ceflffloate holder to an ADDITIONAL INSURED, the polky on) mud be w dmo& H SUBRDi YM IS WANED. swat M llw term and condWorm of the play, certain pates may r mpft an . A statement on thhi cerdficift don not eouter HWfCa to dw cmV0@aW troller in Eau alwAh 1 -NO -277-"M x480 727-79 4M FRANKCt1A I IMS AGENCY, INC. 100 S. MISSOURI AVE NAM CLEARVIATER FL 33760 RGURER A, FRAM VOI M CRUM 090JPARCE CO. 118!10 FrrOcCr m 1-800-277-1020 mommm 100 3 WSSOURI AVENUE YOURER E: TER FL337 F: T OP �gCMitlflalYE?BS�i WTOTMO A M—MiF!&AOLICY NOrMTOWAf MMM ,TWORCONDMONOF DIY'CONM=OROTMCO rrVMRWMTO tTMIRMAYE@ ORMAY PWAK TO INIOWMAPPOMM OV IM POUCIN ONOMM NWM19 SUM=TOALLT11ETE=%WCLF AND 000fnM OF9= PMXMM LUM OMM MAYMAVR OM REDIUM OVPAMCLAIRL TmaFamuna s tett SmPAMWP wmm MCA =unaettr=lAME= H1 saooa o an a metre ramr uu tusnv o�frtwro OUtmRar n1 ALOI8ee Aura= rtxRrArtF.r.aApue .IMAVM imWe"UM I low]m fa reKrrotJm A a GMM" rOaaMAW vwm40OD00 0=4 111Y101s WGTATW am artovWuAmm x tonvte@1_9 0 rIWA WEN1ODD SIM 4. WS wo. eti 1 aFaP8G71oNe0iar ILLigm .may aFaF�unoaetfacar tv Vmeea %t aMYmr9ter,tutdmdd%Wmmo p.sisnpl.41 EFFECTIVE 08PoiJ2M13, COVERAGE IS FOR jW% OF THE EMIPI.OYMB OF FRIW CRUM LEASED TO AL1 POWER CONTRACTOR. W. (CLUB FOR WHOM THE CLIENT W REPORTING HOURS TO FRANICRUM. COVERAGE IS NOT EXTENDED TO STATUTORY SWLOYEES, Murphy Roofs OVA=AWOF "MASOMBESCIUM POLIC8 BE CAS BUM IM iDOWAT=DAWINERWf,NO= VOLLBE 09UVEM 94 10903 N.E Sth CT ACCORRANOVONIMPOLMMAPAMMM North MlanM, FL 33151 t� Mtaeta•ffitOACOffDCORFORAT�l. ABtt�tseuwd. ACORD�ttatOV05} Tfro AC0R0 R=m Qnd lWM rGgftftVd anal,arACMW 203405-14 07:01 3052233339 Page 212 .•• . 11�6F1 N° E 98th St, Miami Shores, FL 3313 i a: t v a m a Google earth Miami Shores Village 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: 6)c� l 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: Fe-kk Pe� WQA1CLS Property Address: 1 qo t rLe qg St. Wax; Roofing Permit Number: Dear Building Official: I certify that I am not required to retrofit the roof to wall connections of my building because: o 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. building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 99 a 'tionf the South Florida Building Code (1994 SFBC) VA' -J Signature Print ame 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. Sworn to and subscribed before me this day of H„ ERLANDEBIEN-AIME' `y Notary Public, State of Florida Commission # FF 9034 Notary Public, Sate of Florida at Large f comm. 90as April 16, 2017 When the just valuation of the structure for purpose of ad vetom taxation Is equal to or more than $300,000.00, and the building was not constructed with FBC nor s 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/2112009 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2rd Ave Miami Shores, A 33138 Date: i i Re: Owner's Name: Fet l(24t iu" Cts Property Address: Wok o ` I(W ®t 9 (1M CZr+AA" Sk�W� . f-?. 3 S 133 Roofing Permit Number: Dear Building Official: I -V--A'0 - certify that I have improved the roof to wall connections of the referenced property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Residential Signature State of Florida County of Dade Iding Commission by Rule 913-3.047 F.A.C. Print Name The undersigned, being the first duly swom, deposes and says that he/s a is the owner for the above property mentioned. Sworn to and subscribed before me this day of 20�— Notary Public, Sate of Florida at Large ERLANDESIEWARAF (SEAL) .�+ p°4� Notary Public, State of Florida Commm i FF 5034 My comm. expires Apr! 16, 2011 Revised on 5/21/2009 FINAL COMPLIANCE Lab Report No. 123117 FLORiq A TEC ®� PROVIDING SOLUTIOTHE ROOFING INDUSTRY C.A. # 30.02 Lab Certificate # 13-0507.02 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO-DADE COUNTY PROTOCOL TAS -106 PROPERTYADDRES,S:• 1161 NE 981' St., Miami Shores oWNER:__Felipe Cuevas CONTRACTOR: Murphy Roofs TILE TYPE: Flat ATTACHMENT- Polyfoam Tactinn Pnuinmant• Nnital (.hatillnn I11=1C 9nn TceFTahrdniinn PERMITNo. RF -5-14-1004 ROOFING SQUARFdS': 30 ROOF PITCH. 3:12 INSPECTOR INITIALS: AR TEST DATE: 7/28/2014 Rnn..; vA Teafinn Cnrnn- QF the No. RES ULT No. RESULT No. RESULT No. RES ULT No. RESULT 1-9 Passed 40-48 Passed 10-19 Passed 20-29 Passed 30-39 1 Passed THIS ROOF HAS: PASSED ® FAILED ❑ THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI-DADE COUNTY TAS 106. N - 76 10735 SW 216th St. Unit 416 Tel: 305-256-4550 Miami FL 33170 Page 1 of 1 www.FloridaTEFax: 305-256-6833 C.net -5 11 WWA/ I �. (Print name and circle License Type) License #: _ Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: . licensed as a (n) Contractor / Engineer / Architect, FS 468 Building Inspector On or about ! , , I did personally inspect the roof deck nailing (Date 8 time) work at (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) ---% A Signature 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. A- �' �oE�oraa Sworn to and subscribed before me this �� day of C3 % 5�a ao� Z� pes 0 Q� Notary Public, Sate of Florida at Large *General, Building, Residential, or Roofing Contractors or any Individual certified under 468 F.S. to make such an Inspection. Indphotogrephs of each plane of the roof wlth permit # and address #clearly shown marked on the deck for each inspection LJ Prescriptive BUK4vZ 150 Gas vent Stag: Yes No ROOF TYPE 'type: Natural 0 LF ❑ New Roof C1133 Re -R } ❑ Recovering ❑ Repair ® Mahom RnfW SYSTEM 114F©RMATIONI sw 5fona Ronf Araa (SF! mteen Sionen Kai AFM Semign ag In 1�T F'181!� i Iketoh Roof Plarx - Illustrate all torels and sectimm roof drains, scuppers, overfly scuppers and overflow dralns. Include. dimensions of sections and levels, clear iantifv dknonsiens of ainvatad nnre Zones and location of parapets. -.,. _ _ �_,., gym. _... •-_ ..-_ ..... _..-. Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slop®d Roof System) Fill In Specific Roof Assembly Components and Identify Manufacturer (if a component is not used, identify as "NAj System Manufacturer. A� NOA No.: - , _r3 O v )� Design Wind Pressures, From RAS 128 or Calculations: Pmax1 • Pmax2.Pmex3: Max Design Pressure, From the Specific NOA�� System: Deck Type:- Gauge/Thickness: Slope: I� AnchorBase Shad & No. of Ply(s): Anchor/Base Sheet Fad rB;Bndtng M rial: Insulation Base Layer. , 2� Fastener Spacing for AnchorBase Sheet Attachment /� Field:' oc @ Lap, # Roars -e— d@ �° oc Perimeter. " oc @ Lap, # Rows @� oc .Comer .c4" oc @ Lap, # Rows 6 @ " oc Number of FastenersPhar Insulation Board X Field Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. Base Insulation Size and Thicimess: Base Insulation Fastener/Bonding Material: C Top Insulation Layer. Jia= Top Insulation Size and Thicimess: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): _75� Base Sheet Fastener/Bonding Material: Pty Sheet(s)A No. of Ply(s): Rjvt Ply Sheet Fastener/Bonding Material: Top Ply Fastener/ Bonding Material: -- Surfacing: - - -- - 123_01-48 5/03 PAGE 3 M N 0,�n�' ��" Neltlht • • • Man •• • Rdof ' • - 'Height ' MIAMI-�4DE' � x � MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) www,miamidade.eov/economv GAF 1361 Alps Road Wayne, NJ 07470 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 RER - 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. RER 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:: GAF Ruberoid® Modified Bitumen Roof System for 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 beerono . . 0000 change in the applicable building code negatively affecting the performance of this pro ftp 0 *0 0. TERMINATION of this NOA will occur after the expiration date or if there has been Oa� ov`; ision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as � �;Lrsegent of any product, for sales, advertising or any other purposes shall automatically terminate this 14p.1.Failure:50eoMply with any section of this NOA shall be cause for termination and removal of NOA. 06060: 0 0 6 6 00 00 a ADVERTISEMENT: The NOA number preceded by the words Miami -Dade Count3j,.9WWa, and fWlowed by the expiration date may be displayed in advertising literature. If any portion of the �vOA fs dispiVed� then 60 6 rt shall be done in its entirety. 0 .0- 6066 INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its di�s�nibutors and shall be available for inspection at the job site at the request of the Building Oficial. This NOA renews and revises NOA No. 09-0224.01 and consists of pages 1 through 29. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 13-0424.14 Expiration Date: 11/06/14 Approval Date: 10/31/13 Page 1 of 29 0000.. 0000.. .6060. 6666. 66666 666666 0 6 666666 ..666. ROOFING SYSTEM APPROVAL Category Roofing Sub -Category: Modified Bitumen Material: APP/SB S Deck Twe• Wood Maximum Design Pressure: -75 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Matrix'm 102 SBS 5 gallons ASTM D3019 Fiber reinforced rubberized cold -applied Membrane Adhesive adhesive for modified bitumen roof GAFGLAS® #75 39.37' ASTM D4601 systems. Type II asphalt impregnated and coated Base Sheet (1 meter) Wide glass mat base sheet. GAFGLAS® #80 Ultima' 39.37' ASTM D4601 Type H asphalt impregnated and coated, Base Sheet (1 meter) Wide fiberglass base sheet. GAFGLAS® FlexPly� 6 39.37' ASTM D2178 Type VI asphalt impregnated glass felt (1 meter) Wide with asphalt coating. GAFGLAS® Ply 4 39.37' ASTM D2178 Type IV asphalt impregnated glass felt (1 meter) Wide with asphalt coating. GAFGLAS®Mineral 39.37' ASTM D3909 Asphalt coated, glass fiber mat cap sheet Surfaced Cap Sheet (1 meter) Wide surfaced with mineral granules. GAFGLAS® EnergyCap- 39.37' ASTM D3909 Asphalt coated, glass fiber mat cap sheet BUR Mineral Surface Cap (1 meter) Wide surfaced with mineral granules with Sheet factory applied EnergyCoO GAFGLAS® Stratavent® 39.37' ASTM D4897 Fiberglass base sheet coated on both sides Eliminator Perforated (1 meter) Wide with asphalt. Surfaced on the bottom side Venting Base Sheet with mineral granules embedded in asphaltic coating with factory 0900% perforations. : 000 ..•. GAFGLAS® Stratavent® 39.37' ASTM D4897 A nailable, fiberglassTase sheet aoafeSon Eliminator' Perforated (1 meter) Wide both sides with aspllilt, a 1faced on the Nailable Venting Base 0 bottom side with mineW,granules Sheet . embedded in asphalficcoating. Ruberoid® SBS 39.37' ASTM D6164 Non -woven polyestat•maU Boated wit�i• • Heat-WeIC Smooth (1 meter) Wide polymer -modified asphalt and smddthh Ruberoid® SBS 39.37' ASTM D6164 surfaced. ...... • Non -woven polyester mat coate&wkk.*. Heat -Weld's Granule (1 meter) Wide polymer -modified a�j4A gnd surfacg¢� RoofMatchn 107 sq. ft. ASTM D6164 with mineral granules. 0 • ; • Non -woven polyester mat coated with SBS Modified Granular (9.9 m2) SBS polymer -modified asphalt and surfaced with colored mineral granules. Ruberoid® SBS 39.37' ASTM D6164 Non -woven polyester mat coated with fire Heat -Weld's 170 FR (1 meter) Wide retardant polymer -modified asphalt and surfaced with mineral granules. NOA No.: 13-0424.14 MIAMbDADE COUNTY "'' ' Expiration Date: 11/06/14 Approval Date: 10/31/13 Page 2 of 29 0000.. 0000.. 0000.. 0000. 0000. 000000 . . 0000.. 000000 . . ' Test Product Product Dimensions Specification Description Ruberoid® SBS 39.37" ASTM D6164 Non -woven polyester mat coated with Heat -Weld's Plus (1 meter) Wide polymer -modified asphalt and surfaced Ruberoid® SBS 39.37" ASTM D6164 with mineral granules. Non -woven polyester mat coated with fire Heat -Weld' Plus FR (1 meter) Wide retardant polymer -modified asphalt and surfaced with mineral granules. Ruberoid® EnergyCap- 39.37" ASTM D6164 Non -woven polyester mat coated with fire SBS Heat -Weld's Plus FR (1 meter) Wide retardant polymer -modified asphalt and surfaced with mineral granules and with factory applied EnergyCote. Ruberoid® SBS 39.37" ASTM D6163 Non -woven polyester mat coated with Heat -Weld's 25 (1 meter) Wide polymer -modified asphalt and smooth Ruberoid® Mop Granule 39.37" ASTM D6164 surfaced. Non -woven polyester mat coated with (1 meter) Wide polymer -modified asphalt and surfaced with mineral granules. Ruberoid® Mop Smooth 39.37" ASTM D6164 Non -woven polyester mat coated with (1 meter) Wide polymer -modified asphalt and smooth surfaced. Ruberoid® Mop Plus 39.37" ASTM D6164 Non -woven polyester mat coated with (1 meter) Wide polymer -modified asphalt and surfaced with mineral granules. Ruberoid® Mop 170FR 39.37" ASTM D6164 Non -woven polyester mat coated with fire (1 meter) Wide retardant polymer modified asphalt and surfaced with mineral granules. Ruberoid® Mop FR 39.37" ASTM D6164 Non -woven polyester mat coated with fire (1 meter) Wide retardant polymer -modified asphalt and surfaced with mineral granules. Ruberoid® Torch Smooth 39.37" ASTM D6222 Non -woven polyester mat coated with (1 meter) Wide APP modified asphalt and smooth.... surfaced. • Ruberoid® Torch Granule 39.37" ASTM D6222 Non -woven polyester pla:oated moi". (1 meter) Wide APP modified asphalt aud. '..' surfaced with minerad gijrrules • Ruberoid® EnergyCap- 39.37" ASTM D6222 APP modified cap naftb?Ve wild 414WIi Torch Granule FR (1 meter) Wide grade bottom surface'ah$'a mine?al granular top surface c tIea� with €actor} applied EnergyCote;; Ruberoid® EnergyCap- 39.37” ASTM D6222 .„. APP modified cap n:embr$ne with a torch Torch Granule Plus FR (1 meter) Wide grade bottom surface and6a mine$a1"" granular top surface ovateJ with faotary applied EnergyCoteT'. 90:0 RoofMatch"' 107 sq. ft. ASTM D6222 Non -woven polyester mat coated with APP Modified Granular (9.9 m2) APP polymer -modified asphalt and surfaced with colored mineral granules. Ruberoid® Torch FR 1 meter ASTM D6222 Non -woven polyester mat, coated with fire (39.37") Wide retardant asphalt modified bitumen membrane with granule surface. NOA No.: 13-0424.14 MIAM4DADE COU u w; ' � Expiration Date: 11/06/14 Approval Date: 10/31/13 Page 3 of 29 0000.• 0.00.. 6060• •000• 60.006 • .66.66 .0000• • Product Ruberoid® 20 Ruberoid®30 Ruberoid® 30 FR Ruberoid® EnergyCap- 30 FR SBS Membrane Ruberoid® Dual FR Topcoat® Elastomeric Roofing Membrane Topcoat® MB Plus Topcoat® Surface Seal SB FireOut' Fire Barrier Coating VersaShieldo Fire -Resistant Roof Deck Protection APPROVED Dimensions 1 meter (39.37") Wide 1 meter (39.37") Wide 1 meter (39.37") Wide 1 meter (39.37") Wide Test Specification ASTM D6163 ASTM D6163 ASTM D6163 ASTM D6163 39.37" (1 meter) ASTM D6162 Wide 1, 5 or 55 gallons ASTM D6083 5 or 55 gallons Proprietary 5 gallons ASTM D6083 5, 55 gallons Proprietary 42" x 100' rolls ASTM D226 Product Description SBS modified asphalt base sheet reinforce with a glass fiber mat. Non -woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven fiberglass mat coated with fire retardant, polymer -modified asphalt and surfaced with mineral granules. Non -woven fiberglass mat coated with fire retardant, polymer -modified asphalt and surfaced with mineral granules and with factory applied EnergyCote. Non -woven polyester and fiberglass mat coated with file retardant, polymer - modified asphalt and surfaced with mineral granules. An acrylic, water based elastomeric membrane system designed to protect various types of roofing surfaces. Water based, low VOC primer used to block asphalt bleed -through. Solvent based sprayable thermoplastic rubber sealant designed to protect and restore aged roof surfaces and to increase a roofs reflectivity. Low VOC, water-based fire barrier coating. Non -Asphaltic, fire resistant fiberglass - based underlayment. NOA No.: 13-0424.14 Expiration Date: 11/06/14 Approval Date: 10/31/13 Page 4 of 29 sees e •400 0090•• .see•s• •• 0 •000% 000000 . . • sees•• 0900 0 0 • •does. 000 00. •9•o•s •••• •pees .. .. •• • 0.00• • •s9ss• a 00 • • • 0 • • • •6990• NOA No.: 13-0424.14 Expiration Date: 11/06/14 Approval Date: 10/31/13 Page 4 of 29 APPROVED INSULATIONS: Product Name EnergyGuard7 Polyiso Insulation EnergyGuarC RA Polyiso Insulation EnergyGuarC RN Polyiso Insulation EnergyGuarC Perlite Recover Board EnergyGuard7 Perlite Roof Insulation EnergyGuarr RA Composite Polyiso Insulation Structodeke High Density Fiber Board Securocke Gypsum -Fiber Roof Board APPROVED FASTENERS: Fastener Product Number Name 1. Drill -Tec'" #12 Fastener Table 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Perlite recover board Perlite roof board Polyisocyanurate/wood fiberboard or perlite composite High density wood fiber Gypsum board TABLE 3 Product Description Carbon steel fastener used in steel or wood decks. Manufacturer (With Current NOA) GAF GAF GAF GAF GAF GAF Blue Ridge FiberBoard, Inc. United States Gypsum Corp. Manufacturer Dimensions (With Current NOA) Various GAF 2. Drill -Tec"" #14 Fastener Carbon steel fastener used Various GAF in steel, wood or concrete decks. 3. Drill -Tec' XHD Fastener Carbon steel extra heavy Various GAF duty fastener used in steel decks. 4. Drill -Tech AccuTrace Flat AZ -SS aluminized steel 3" x 3" GAF Plate plate for use with Drill- .... Tec#12 Fastener, Drill- • • 0.00•• 000000 Tec' #14 Fastener and • • • • • • • Drill -Tec"" # 15 Fastener. "':" • • • • •' 5. Drill -Tec 7M ASAP 3 S Drill -Tec TM #12 fastener Various • • • • • GAF • with Drill -Tec'• 3" 0000•• ;00.0• Standard Steel Plate. 0000• 6. Drill-TecTm AccuTrac® Galvalume Steel plate for 3" x 3" 000000 • • • • • GAF 0 000 00:0.' 0 • • • so**** Recessed Plate use with Drill -Tec"" • • • • • 00 • • fasteners. • • • • • • • • 000000 7. Drill -Teem 3" Steel Plate Round galvalume steel 3" 0 GAF ' '....' stress plate for use with .. .... ��' • Drill-Tecfasteners. 8. Drill-Tec 3" Standard Round galvalume plated 3" GAF Steel Plate steel stress plate with reinforced ribs for use with Drill -Teem fasteners. 1A MADE COUNTY ,...� � NOA No.: 13-0424.14 Expiration Date: 11/06/14 Approval Date: 10/31/13 Page 5 of 29 EVIDENCE SUBMITTED: Test Agency Test Identifier Description Date Factory Mutual Research Corp. 3029832 FMRC 4470 05/11/07 3010215 FMRC 4470 03/01/01 3001276 FMRC 4470 01/28/99 1B9A8.AM FMRC 4470 09/04/97 3D4Q2.AM FMRC 4470 04/30/97 OD1A8.AM FMRC 4470 04/01/98 Underwriters Laboratories R1306 UL 790 07/22/13 Trinity Engineering 4483.04 97-1 TAS 114 06/06/97 PRI Asphalt Technologies, Inc. GAF -020-02-01 ASTM D249 02/01/02 ASTM D4977 GAF 306-02-01 ASTM E96 07/07/11 GAF 315-02-01 ASTM D2178 8/23/11 GAF 314-02-01 ASTM D2178 8/23/11 IRT-ARCON Inc. 02-005 TAS 114 03/01/02 02-014 TAS 114 04/08/02 01-039 TAS 114 03/01/02 Trinity I ERD G6850.08.08 ASTM D6164 08/29/08 G6850.08.08 ASTM D6163 08/01/08 G6850.10.08 ASTM D6222 10/06/08 G6850.11.08 ASTM D6222 11/05/08 G40620.07.12-2 ASTM D6222 07/17/12 G34140.04.11-2 ASTM D6163 04/25/".. G31360.03.10 ASTM D6164 . 03/31?"..' G34140.04.11-4 ASTM D4601 '..' b4/25/1.1 ••• G34140.04.11-5 ASTM D4897 .. • : • -04/25%1d1• G33470.01.11 ASTM D6164 9000•01/13/11 ' G6850.08.07-1 ASTM D3909 .""D8/13/tW..:• G30250.02.10 -3-R1 ASTM D3909 86" 11/2611.2 00.90. 0..9. PRI Construction Technologies LLC. ASTM D2178 GAF -314-02-01 ,....98/23/11•. ASTM D2178 GAF -315-02-01 08/23/11 • ASTM D6083 GAF -245-02-01• Q6/10/40 ASTM D6083 GAF -084-02-01 •• 07/08/05:00' ASTM D6083 GAF -245-02-01 06/10/1d" ASTM D6083 GAF -084-02-01 07/08/05 Momentum Technologies, Inc. ASTM D6162 AX04C9A 06/05/09 NOA No.: 13-0424.14 aMLAWm= DADEExpiration Date: 11/06/14 Approval Date: 10/31/13 Page 6 of 29 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. 0000.. APPROVED ASSEMBLIES Membrane Type: SBS Deck Type 1I: Wood, Insulated Deck Description: 1%211 or greater plywood or wood plank System Type A(1): Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. Fire Barrier: FireOufm Fire Barrier Coating, VersaShield® Fire-Resistant Roof Deck Protection (optional) or SecurocV Gypsum-Fiber Roof Board. Anchor sheet: GAFGLAS® #80 Ultima"` Base Sheet, GAFGLAS® Stratavent® Eliminator'" Nailable Venting Base Sheet, Ruberoid® 20, Ruberoid® SBS Heat-Weld"" Smooth or Ruberoid® SBS Heat-Weld'" 25 base sheet mechanically fastened to deck as described below. Fastening GAFGLAS® Ply 4, GAFGLAS® F1exPlyT" 6, GAFGLAS® #75 Base Sheet or any Options: of above anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® FlexPly" 6, GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tec' #12 Fastener, Drill-Tec"' #14 Fastener or Drill-Tec'. XHD Fastener and Drill-Tec' 3" Steel Plate, Drill- TecC' AccuTrace Flat Plate or Drill-Tec"" AccuTrace Recessed Plate installed 12" o.c. in 3 rows. One row is in the 2" side-ap The other rows are equally spaced approximately 12L/f fie et. (Maximum Desig5 psf, See Gen l Limitation #7) GAFGLAS® F1exGLAS® #75 Base eet or any of above anchgr • sheets attached to proved ar ring shank nails U.qd tjn caps 4ta..' fastener spacing olap staggered and in two rgwsJ%'.o.c. iri iV DODO:. field. • DODO.. DODO.. (Maximum Design Pressure —52. S psf, See General Limitation 4W). ; . . . ; D • DODO . DODO. GAFGLAS® #80 Ultima' Base Sheet, Ruberoid® 20, Ruberoid:)�cip Smooth base • • : • • sheet attached to deck with approved annular ring shank nails &A tin caps at m � 0 0600:0 fastener spacing of 9" o.c. at the 4" lap staggered and in two rove 20 p.c. in the* '. field.DODO.. D•DDDD (Maximum Design Pressure —60 psf, See General Limitation;* 7) D DODO • • • • • • GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to decl*A;4h Drill-Tec' #12 Fastener, Drill-Tec"' #14 Fastener or Drill-Tec"' XHD Fastener and Drill-Tec'"' 3" Steel Plate, Drill-Tec'"" AccuTrace Flat Plate or Drill-Tec"" AccuTrace Recessed Plate installed 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) APPROVED NOA No.: 13-0424.14 Expiration Date: 11/06/14 Approval Date: 10/31/13 Page 7 of 29 Any of above anchor sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec'" insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill -Tec"" #12 Fastener, Drill -Tec"" #14 Fastener or Drill -Tec"` XHD Fastener and Drill -Tec' ` 3" Steel Plate, Drill -Tec' AccuTrac® Flat Plate or Drill -Tec"" AccuTrace Recessed Plate installed 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) One or more layers of any of the following insulations. Insulation Layer Insulation FastenersFastener (Table 3) Density/ftZ nergyGuardTM Polyiso Insulation, EnergyGuard"" Polyiso RA Insulation, EnergyGuard"" Polyiso RN Insulation, EnergyGuardT' RA Composite Polyiso Insulation .Minimum 1" thick N/A N/A StructodeV High Density Fiber Board, EnergyGuard"" Perlite Recover Board Minimum W1 thick N/A EnergyGuard"" Perlite Roof Insulation Minimum %11 thick N/A 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 W. 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. GAF requires either a ply of GAFGLAS® Stratavent® Eliminator"' Perforated Venting Base Sheet laid dry or a layer of EnergyGuard"" Perlite Roof Insulation or wood fiber overlay board on all polyisocyanurate applications. .' • Base Sheet: . . (Optional) Install one ply of GAFGLAS® #75 Base Sheet, GAFG*LA&® #8D � Ultima Base Sheet, GAFGLAS® Ply 4, GAFGLAS FlexPly�(6 6,,ESTLA�S� Stratavent® EliminatorPerforated Venting Base Sheet (laid drys 4uberoid® Moe Smooth, Ruberoid® 20, Ruberoid® SBS Heat -Weld's Smooth o'r-Ruberoid® mig 9 Heat -Weld"" 25 directly over the top layer of insulation. Adhere will= any • ; •; . approved mopping asphalt applied within the EVT range and atl rate of 20-40 ' lbs./sq. (See General Limitation #4). Ply S et: (Optional) One or more plies GAFGLAS® Ply 4, GAFGLAS® leVly— 6 ,' GAF LG AS® #80 Ultima Base Sheet, Ruberoid® Mop Smooth, Rdberbid® 20 :"' adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 4,embrane: One or more plies of Ruberoid® 20, Ruberoid® 30, Ruberoie EnergyCap' 30 FR BS MembraneRub S, eroid® 30 FI(Ruberoido Mop Smooth, Ruberoie Mop 170 FR, Ruberoid®Mop Granule, RoofMatch"m SBS Modified Granular, Ruberoid® Mop Plus, Ruberoid® Mop FR or Ruberoid® Dual FR fully adhered in an approved asphalt at an application rate of 25 lb./sq. t 15%. NOA No.: 13-0424.14 MIAMkMRECOUMTY ' u ' Expiration Date: 11/06/14 � Approval Date: 10/31/13 Page 8 of 29 Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 3001bs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCap .- BUR Mineral 2. l Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. Topcoat® Elastomeric Roofing Membrane, Topcoat® MB Plus (to be used as a primer with Topcoat® Elastomeric Roofing Membrane) or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq. Maximum Design Pressure: See Fastening Above APPROVED NOA No.: 13-0424.14 Expiration Date: 11/06/14 Approval Date: 10/31/13 Page 9 of 29 6666 . . 6666 6666.. . . . 66. 6 .. 6 6.6 6660 .. . 6666.. 6900.. 9 ..699 . 6666 9 6 .9969. 6666 . 6666. .09690 . ... 99666 0 .. .. .. . 6666.0 6666.. 6 . • . . . . 609066 6666.. 0 . 6 6. 666.. .. . 6.66 . 6 6000 NOA No.: 13-0424.14 Expiration Date: 11/06/14 Approval Date: 10/31/13 Page 9 of 29 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® F1exPly' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/4" DensDecV Roof Board or ''/z" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each 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 121bs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. S. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical 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 spa"' shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 1106M calculations in compliance with Roofing Application Standard RAS 117. " 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requht?d4 t9 of they'd ' areas. Fastener densities shall be increased for both insulation and base sheet ascaiouTated in compliance with Roofing Application Standard RAS 117. Calculations prepared,•:i$:* and We& • by a Florida registered Professional Engineer, Registered Architect, or Registered Aq"Consu"Ie. (When this limitation is specifically referred within this NOA, General Limytatwi #9 willaot be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing tern ination desi" .; shall conform to Roofing Application Standard RAS 111 and applicable wind lo$d rg4Wremeiits. 9. The maximum designed pressure limitation listed shall be applicable to all roof prUsure zones Ote. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and comers). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 13-0424.14 MIAMMADEC0j1, Expiration Date: 11/06/14 Approval Date: 10/31/13 Page 29 of 29 .•.... • '0 0000.. ...•. 0000. . .000.0 . .00.0• .6000. • • TGFU.R14153 - Roofing Systems TGFU.R14153 Roofing Systems Page Bottom Roofing Systems See General Information for Roofing Systems BUILDING MATERIALS CORP OF AMERICA, DBA GAF 1361 ALPS RD WAYNE, NJ 07470 USA Page 1 of 4 R14153 "Ruberoid@ 20" or "Ruberoid® 20 HT" or "Ruberoid® Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2 -in. thick (minimum) gypsum board or 1/4 -in. thick (minimum) Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard," "DensDeck Prime@ Roofboard" or "DensDeck DuraGuardTM Roofboard" 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. thick minimum) roof decks. However, the butt joints in the gypsum board and Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard," "DensDeck Prime@ Roofboard" or "DensDeck DuraGuardm Roofboard" are to offset a minimum of 6 -in. with the butt joints in the roof deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Multiple plies of "GAFGLAS@ Ply 4" or'?ri-Ply@ Ply 4" or'Tri-Ply@ Ply 6" may be adhered to Georgia-Pacific Gypsum LLC "DensDeck @ Roofboard," "DensDeck Prime@ Roofboard" or "DensDeck DuraGuard"" Roofboard" in hot roofing asphalt. "EnergyGuardTM Ultra" is an acceptable alternate to "EnergyGuard— RF" in any applicable Classification. "GAF Stratavent@ EllminatorTM Venting Base Sheet (Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. "GAFGLAS@ Perlite Insulation" may be utilized as a cover board over "EnergyGuard' RF" insulation in any of the following systems. Unless otherwise indicated, the roof Insulation is mechanically fastened, adhered with hot mopping asphalt or UL Classified urethane Insulation adhesive. Polystyrene referenced in any of the following Classifications Include "EnergyGuardTM EPS Insulation". Unless otherwise indicated, all insulations may be adhered with any UL Classified Insulation Adhesive per the manufacturer's installation instructions (excluding LRF Adhesive O) in any applicable Non -Combustible Roof Deck Classifications. References to glass fiber Insulation Include "EnergyGuard Fiberglass Insulation". • • • • "EnergyGuard— Tapered" is an acceptable alternate to "EnergyGuardTM" in any applicable Classification.• • • • : • • • • • • • • • •••••• • •• • •••••• ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT •••• • • • • Type G2 asphalt glass mat base sheet ("GAFGLAS@ #75 Base Sheet" or'Trl-Ply@ #75 Base Sheet", or "GAFGLAS®�4 jItTIMA"):e9lu�itable goose alternate for Type G1 asphalt glass fiber ply sheet ("GAFGLAS@ Ply 4" or'Tri-Ply@ Ply 4", or "GAFGLAS@ Ply 6") In tfe Class A, B or C roof systemic: • • • Indicated below. 000000 • • • • •• • •• • • • • • •• •••••• • The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAF Stratavent@"Ri��IF� Venting•Base Sheet 0 • (Perforated)" or "GAF Stratavent@ EllminatorTM Venting Base Sheet (Nallable)." Perforated base sheets to be loose said or fully adhered with hot 000000 roofing asphalt and nailable base sheets are to be mechanically attached granule side down. •••••• 0000 As an option Type G2 asphalt glass mat base sheet ("GAFGLAS@ #75 Base Sheet" or "Tri -Ply@ #75 Base Sheet" or "GAFGLAS@ #V LIMA" or • • "GAF Stratavent@ EliminatorTM Venting Base Sheet (Nailable)" may be substituted for Type Gi asphalt glass fiber ply sheet ("GAFGN Ply 4" or 'Tri -Ply@ Ply 4" or "GAFGLAS@ Ply 6") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise Indicated, all Insulations may be hot mopped or mechanically fastened. "GAFGLAS@ Flashing" or "Ruberoid@" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this Includes "GAFTEMP PERMALITE@" or any other UL Classified perlite Insulation. Crushed stone or slag are suitable alternates for gravel In any of the Class A, B or C systems listed. http://database.ul.com/cgi-binIXYVItemplatelLISEXT/1 FRAMElshowpage.html?name=TGFU.RI4153&ccnsh... 5/14/2014 TGFU.R14153 - Roofing Systems Page 2 of 4 Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C-15/32 or NC.., ' The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating. The use of 1/2 -in. minimum thick gypsum board Is an acceptable alternate for minimum insulation over C-15/32 thick roof decks. The use of polystyrene insulation board between minimum 3/4 -in. thick perlite board and deck with rosin paper (perlite/rosin paper/polystyrene/perlite) is a suitable alternate for polylsocyanurate board in the following Class A, B or C systems. "EnergyGuardTM RA" or "Tapered EnergyGuardTM RA" or "EnergyGuard— Composite RA" may be substituted for any Atlas Roofing Corp. polylsocyanurate Insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt". "GAFGLAS@ #80 Premium Base Sheet" may be used in any of the following systems. "GAFGLAS@ Flex Ply 6" and "Tri -Ply@ Ultra -Flexible Ply 6" are suitable alternates to "GAFGLAS@ Ply 6". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "TOPCOAT@ Fireshleld MB" at 21h to 3- gal/100-ft2. "Ruberoid@ Dual Smooth" may be used as an alternate to "Ruberoid@ Mop Smooth" or "Ruberoid@ 20" or "Ruberoid@ 20 HT". "Ruberoid@ Mop Smooth 1.5" may be used as an alternate to "Ruberoid@ Mop Smooth". Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid@ Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid@ Mop" SBS products in any applicable Classification. 1. Deck: C-15/32 Ins tion (Optional): — One or more la, p lite/polyisocyanurate composite or perlll Sheet: — Three or more plies Type G1 Surfacing: — Gravel. 2. Deck: C-15/32 Class A Incline: 3 > perlite or wood fiber or glass fiber or polylsocyanurate or urethane or irethane composite or wood fiber/polylsocyanurate composite or phenolic, any thickness. "GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLAS@ Ply 6" hot mopped. Incline: 2 0000 • • 0000 •• • • ••• 00.00• •9 • Insulation (Optional): —One or mo layers perlite or wood fiber or glass fiber or polyisocyanurate or uga er 0 perlite/polylsocyanurate composite or erlite/urethane composite or wood fiber/polylsocyanurate composite Sr•WVnolic, arty thiclgress. Ply Sheet: — Three or more plies Tye G1 or "GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLAS@ Ply 6"• • 009000 Cap Sheet: —One ply Type G3 "T GLAS@ Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap•J%L%t " or "GAFGLAS@ EnergyCapTM BUR Mineral Surfacep Sheet". 0.0.00 0 0•• • • • 00 a • • 3. Deck: NC Incline: 2 0000•• 0000•• Insulation (Optional): — On or more layers perlite, wood fiber, glass fiber, polylsocyanurate, urethane, �ierlIje%olyisoc)Ihnurate composite, perlite/urethane co posite, wood fiber/polyisocyanurate composite, phenolic, 2 -in. maximum. •• • 0000 Ply Sheet: — Two or more pli s Type G1 "GAFGLAS@ Ply 4", 'Tri -Ply@ Ply 4" or "GAFGLAS@ Ply 6". • Cap Sheet. — One ply Type 3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or'Tri-Ply@ Mineral Surfaced Cap Sheet" or "GAP91 S@ EnergyCap— BUR Mineral Su „ ced Cap Sheet. 4. Deck: C-15/32 Incline: 1 0000•• • • 0000•• 0000•• 0000• 0000• 0000•• • • 0000•• 0000•• Slip Sheet (Optional): — Red r in paper, nailed to deck. Insulation (Optional): —Any thic s perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any ified insulation adhesive. Base Sheet: — One ply Type G2 "GAFGLAS@ #7_5'9'5eet" or "Tri -Ply@ #75 Base Sheet" (may be nailed). Ply Sheet: — One or more plies Type GI "GAFGLAS@ Ply 4" o Ply@ Ply 4" or GAFGLAS@ Ply 6". Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap t" or `ri-PIy@ Mineral Surfaced Cap Sheet" or "GAFGLAS@ EnergyCap"" BUR Mineral Surfaced Cap Sheet". Surfacing (Optional): — 'TOPCOAT@ EnergyCoteTO° Elastomeric i at a rate of 2-gal/100-ft2. http://database.ul.com/cgi-binIXYVItemplatelLISEXTI1FRAME/showpage.htm l?name=TGFU.RI4153&ccnsh... 5/14/2014 TGFU.R14153 - Roofing Systems 5. Deck: NC incline: 3 Page 3 of 4 Base Sheet: — One ply Type G "GAFGLAS@ #75 Base Sheet" or'Tri-Ply@ #75 Base Sheet". Ply Sheet: — One or more p )II el Type G1 "GAFGLAS@ Ply 4" or'Tri-Ply@ Ply 4" or "GAFGLAS@ Ply 6". Cap Sheet: — One ply Type G "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap Sheet" or "GAFGLAS@ EnergyCap— BUR Mineral Suri ced Cap Sheet." 6. Deck: C-15/32 Incline: 2 Insulation: —One or ore layers perlite, glass fiber, polyisocyanurate, urethane, perlite/polyisocyanurate composite, perlite/urethane composite, phenolic, in. minimum (offset a minimum of 6 -in. from plywood deck joints). Base Sheet: — On or more plies Type G1 or Type G2 or Type G3. Membrane: — On or more plies "Ruberoid@ Torch Smooth" or "Ruberoid@ Torch Granule" or "Ruberoid@ Torch Granule Plus" or "Ruberoid@ Mop month" or "Ruberoid@ Mop Smooth 1.5" or "Ruberold@ Mop Smooth Plus" or "Ruberoid@ Mop Granule" or "Ruberoid@ Mop Plus Granul " or "ROOFMatch' SBS Modified Granular" or "Tri -Ply@ SBS Modified Bitumen Membrane" or "ROOFMatch' APP Modified Granular" or "T -Ply@ TP -4G" or'Tri-Ply@ TP -4" or "Ruberoid@ Dual Smooth". Cap Sheet: Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or'Tri-Ply@ Mineral Surfaced Cap Sheet"or "GAFGLAS@ EnergyCapTM BUR Mineral Surf ed Cap Sheet" fully adhered with hot roofing asphalt. 7. Deck: C-15/32 Incline: 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/p lyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Base S eet: — Two or more plies Type G2 or Type G3. Ply Sh et (Optional): — One or more plies Type G1. Memb ne: — One or more plies "Ruberoid@ Torch Smooth" or "Ruberold@ Torch Granule" or "Ruberoid@ Torch Granule Plus" or "Ruber id@ Mop Smooth" or "Ruberoid@ Mop Smooth 1.5" or "Ruberoid@ Mop Smooth Plus" or "Ruberoid@ Mop Granule" or "Ruberold@ Mop Plu Granule" or "ROOFMatch— SBS Modified Granular" or'Tri-Ply@ SBS Modified Bitumen Membrane" or "ROOFMatchm APP Modified Granula " or "Tri -Ply@ TP -4G" or'Tri-Ply@ TP -4" or "Ruberoid@ Dual Smooth". Cap She t: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or'Tri-Ply@ Mineral Surfaced Cap Sheet" or "GAFGLAS@ EnergyCapm BUR Miner Surfaced Cap Sheet" fully adhered with hot roofing asphalt. 8. Deck: NC Incline: 2 Insulation (Optional): — Perlite or glass fiber�o Tse ocyanurate or wood fiber or mechanically fastened, any thickness. Base Sheet: — One or more plies Type G2, "GAFGLAS@ ase Sheet" or "Tri -Ply@ #75 Base Sheet". Ply Sheet: — One or more plies Type Gl "GAFGLAS@ Ply 4" or _Ply@ Ply 4" or "GAFGLAS@ Ply 6". Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or -Ply@ Mineral Surfaced Cap Sheet" or GAFGLAS@ EnergyCap— BUR Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt. Surfacing: — 'TOPCOAT@ Fireshield MB" applied at 21/2 to 3.0-gal./100-ft 9. Deck: C-15/32 Incline: 1 • • 0000 •• • • ••• Insulation (Optional): — One or more layers perlite or wood fiber or glassfiber or polyisocyanurate or urethane or • • • perlite/polyisocyanurate composite or perlite/urethane composite or wood fi er/polyisocyanurate composltg tPMletolic, any thltkness. Ply Sheet: — Three or more plies Type GI "GAFGLAS@ Ply 4" or 'Tri -Ply@ ly 4" or "GAFGLAS@ Ply 6". • • • • • • Cap Sheet: — "GASFGLAS@ EnergyCap— BUR Mineral Surfaced Cap Shee ". 00000 • • • • • • • • 10. Deck: NC Incline: 1 00.00• • ••• •• •• •• • 00.000 • Insulation (Optional): —One or more layers perlite or w/or glass fiber or polyisocyanurate or uiethaneor • • perlite/polyisocyanurate composite or perlite/urethane comnod fiber/polyisocyanurate composite or phenolic, 2 =rP ttTaTcRnum. Ply Sheet: — Two or more plies Type G1 "GAFGLAS@ Ply 4Ply@ Ply 4" or "GAFGLAS@ Ply 6". • • • Cap Sheet: — "GASFGLAS@ EnergyCap— BUR Mineral SurfSheet". • • • • • • • • 0000 11. Deck: NC Incline Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Shri-Ply@ #75 Base Sheet". Ply Sheet: — One or more plies Type GS "GAFGLAS@ Ply 4Ply@ Ply 4" or "GAFGLAS@ Ply 6". Cap Sheet: — "GASFGLAS@ EnergyCapTM BUR Mineral Surf Sheet". 12. Deck: C-15/32 Insulation: — One or more layers perlite or glass fiber or p lyisocyani perlite/urethane composite or phenolic, 1 -in. minimum (insul Ion joint Base Sheet: — One or more plies Type G1 "GAFGLAS@ Ply 4" Tr -I Sheet" or " Tri -Ply@ #75 Base Sheet" or Type G3 "GAFGLAS@ Min I ; Membrane: — One or more plies "Ruberoid@ Torch Smooth" or "Rub "Ruberoid@ Mop Smooth" or "Ruberoid@ Mop Smooth 1.5" or "Ruberoi Mop Plus Granule" or "ROOFMatchT SBS Modified Granular" or'Tri-Ply Granular" or'Tri-Ply@ TP -4G" or "Tri -Ply@ TP -4" or "Ruberoid@ Dual E Cap Sheet: — "GASFGLAS@ EnergyCapTh° BUR Mineral Surfaced Cap S 0000•• • • 0000•• 0000•• 0000• 0000• 0000•• • • • 0000•• • • 0000•• • ate or urethane or perlite/polyisocyanurate composite or offset a minimum of 6 -in. from plywood deck joints). (@ Ply 4" or "GAFGLAS@ Ply 6" or Type G2 "GAFGLAS@ #75 Base Faced Cap Sheet" or'Tri-Ply@ Mineral Surfaced Cap Sheet". �d@ Torch Granule" or "Ruberoid@ Torch Granule Plus" or �M6 aotb PI_a us��or "Ruberoid@ Mop Granule" or "Ruberoid@ S Modified Bitumen Membrane" or "ROOFMatchTM APP Modified http://database.ul.com/cgi-binIXYVItemplatelLISEXTI1 FRAMElshowpage.html?name=TGFU.Rl4l 53 &ccnsh... 5/14/2014 TGFU.R14153 - Roofing Systems 13:Deck: C-15/32 Incline: 1 Page 4 of 4 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Base Sheet: — Two or more plies Type G2 "GAFGLAS@ #75 Base Sheet", "T i -Ply@ #75 Base Sheet", or Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" - I�iCgjMineral Surfaced Cap Sheet". Ply Sheet onal): — One or more plies Type G1. Me ane: — One or more or "Ruberold@ Torch Smooth" or "Ruberoid@ Torch Granule" or "Ruberoid@ Torch Granule Plus" or uberoid@ Mop Smooth" or "Ruberold@ Mop Smooth 1.5" or "Ruberold@ Mop Smooth Plus" or "Ruberoid@ Mop Granule" or "Ruberoid@ Mop Plus OOFMatchTM SBS Modified Granular" or'Tri-Ply@ SBS Modified Bitumen Membrane" or "ROOFMatchTM APP Modified G ar" or 'Tri -Ply@ <4G" or'Tri-Ply@ TP -4" or "Ruberold@ Dual Smooth". Cap Sheet: — "GASFGLAS EnergyCapTM BUR Mineral Surfaced Cap Sheet". 14. Deck: C-15/32 Incline: 2 Insulation (Opt!--�. — One or more layers perlite or wood fiber or glass fiber or polylsocyanurate perlite/polyisocyanurate composite or wood fiber - socyanurate composite any thickness mechanically or adhered with hot roofing asphalt. Bas eet: — One ply "GAFGLAS@ Stratavent Eliminator Venting Base Sheet" or Type G2 fully adhered with hot roofing asphalt. Ply Sheet: — Two or more plies Type GI or "Ruberoid@ Mop Smooth" or "Ruberoid@ Mop Smooth 1.5" or "Ruberold@ Mop Smooth Plus" or "Ruberoid@ 20" or "Ruberoid@ 20 HT' fully adhered with hot roofing asphalt. Membrane: — "GAFGLAS@ Mineral Surfaced Cap Sheet" or "GAFGLAS@ EnergyCap° BUR Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt. http://database.ul.com/cgi-binIXYVItemplatelLISEXT/1 FRAMElshowpage.html?name=TGFU.RI4153&ccnsh... 5/14/2014 0000 • • 0000 0000•• 0000•• •• • 0000•• • 0000•• • • • 0000•• 0000 • • • • • • 0000•• 0000 • 00000 • 0000•• • •.• 000• 0• •• •• •• • 0000•• • 0000•• • • • • • 00.000 .0000• • • • •0000• •• • 0000 • • http://database.ul.com/cgi-binIXYVItemplatelLISEXT/1 FRAMElshowpage.html?name=TGFU.RI4153&ccnsh... 5/14/2014 Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: .FAIriF�'vAeV Product Approval Number: «' 1249z, to/ Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): �. 5I /l 91 � P1• P2• r3• • Maximum Design Pressure Product Approval Specific System: ®• Method of Tile Attachment: G Steep Sloped System Description Deck Type: Al Roof Slope: Type Underlayment: 12 Insulation: • •0000.•• •• • ••.••• •0000..• • 00 . Fire Barrier:0 •0000• �� 0000.. 0000.... .0000. • •. wow 0000 Fastener Type &Spacing• .: :: •. .« Ridge Ventilation? p j 0 0 f� ! C •: 7 �G� 0000 Adhesive Type:� / IX 59&rlo 0 : Type Cap Sheet: ,��5 110-c5 Roof Covering: � Mean Roof Height: _ �'-..OfA0� le,{0 wk Type & Size Drips Edge: P«, „3 Z�� 41- Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section E Tile Calculations For Moment based the systems, choose either Method 1 or 2. Compare the values for M,with the values from Mf. If the Mrvalues are greater than or equal to the M, values, for each area of the roof, then the tile attachment method Is acceptable. ,I/ Z ethod 1 "Moment Based Tile Calculations Per RAS 127' (P,: x kf `I /K % -Mg: /7 %9 Mrrf. IV Product Approval Mf 41&0-f' (P2: x A . =l - M9:�1, = Mr /i -V Product Approval M, D• (Pg:©e x +l - M9: 7�,� M r3 Product Approval M, W 71 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval M, *Must be used in conjunction with a list of moment based tile systems endorsed by the 9600 6. Broward County Board of Rules and Appeals. 0 a • 0 •• • 99 9 :0:0: For Uplift based tile systems use Method 3. Compare the values for F' with t11�d;1Lbs for • • • F,. If the F' values are greater than or equal to the Fr values, for each area of'tffof, then the tile attachment method is acceptable. 4,64006 0000. • . Method 3 "Uplift Based Tile Calculations Per RAS 127" 0::::. ; 6 9 .. (P,: x 1: = -x w:= ) - W: x cos 0: F„ Product Appfthrt r • • • ----X (Px: - x 1: �_ _ x w:_ _) - W: x cos 0: _= Frz _ Product Appld%N ¢: • (P3: - x 1: = x w:= _) - W: �x cos 0: = Fra _ Product Approval Fr :000% . . -- 0 6 9 M Re uired Moment Resistance* Symbol here to find Mean Roof Height --► Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the 9600 6. Broward County Board of Rules and Appeals. 0 a • 0 •• • 99 9 :0:0: For Uplift based tile systems use Method 3. Compare the values for F' with t11�d;1Lbs for • • • F,. If the F' values are greater than or equal to the Fr values, for each area of'tffof, then the tile attachment method is acceptable. 4,64006 0000. • . Method 3 "Uplift Based Tile Calculations Per RAS 127" 0::::. ; 6 9 .. (P,: x 1: = -x w:= ) - W: x cos 0: F„ Product Appfthrt r • • • ----X (Px: - x 1: �_ _ x w:_ _) - W: x cos 0: _= Frz _ Product Appld%N ¢: • (P3: - x 1: = x w:= _) - W: �x cos 0: = Fra _ Product Approval Fr :000% . . -- 0 6 9 9.99 .. 0000.. 0000.. .99699 9 0000. 0000. 6996.. 6 ./ .969.6 9.0..9 Where to Obtain Information Descr ption Symbol here to find Daslgn Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope a Job Site Aerodynamic Multiplier A Product Approval Restoring Moment due to Gravity M9 Product Approval Attachment Resistance M, Product Approval Required Moment Resistance M, Calculated Minimum Attachment Resistance P Product Approval Required Uplift Resistance F, Calculated Average Tile Weight w Product Approval Tile Dimensions I . length w e width Product A pproval All calculations must be submitted to the Building Official at the time of permit application, 9.99 .. 0000.. 0000.. .99699 9 0000. 0000. 6996.. 6 ./ .969.6 9.0..9 MIAMI, DpbE ` MIAMI -DADS COUNTY, FLORIDA BUILDING CODE COMPLIANCE OFFICE (BCCO) 14 0 WEM13TRO-DADS FLAGLER BUILDING ST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375.2901 FAX (305) 375.2908 NOTICE OF ACCEPTANCE OA Entegra Roof Tile, Inc. 1289 NE 9"' Ave Okeechobee, FL. 34972 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Plantation Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state ar**d.' 0006:6 following statement: "Miami -Dade County Product Control Approved", unless otherwise RA"Shereia • ; •; •, RENEWAL of this NOA shall be considered after a renewal application has been filed Ona mere has been no • • • change in the applicable building code negatively affecting the performance of this produgt�; • • • • • •; TERAUNATION of this NOA will occur after the expiration date or if there has been a'revisiion or AlAge in the • • • • • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endralnent guar=: • • %• • • product, for sales, advertising or any other purposes shall automatically terminate this N&k.'Pailure to lobinply with any section of this NOA shall be cause for termination and removal ofNOA, :":': •. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County,�lorija, and*:ZMV* ed by. • • •. the expiration date may be displayed in advertising literature. If any portion of the NOA%adisplayed, tl e*;A shall : • • • • be done in its entirety. 0000 INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA No. 10-0804.15 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. NOA No.: 10-1202.01 MIAMhAADE COUNTY Expiration Date: 12/08/15 j "' f �Approval Date: 12/30/10 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This renews a roofing system using Entegra "Plantation" concrete roof tile, as manufactured for Entegra Roof Tile, Inc. in Okeechobee, FL as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Dire classification is not part of this acceptance. Test Produet Apiplicant Dimensions Specifications Description Plantation Tile Length: I6'/a" Applicant shall retain the services of a Miami -Dade County Certifiedekatmatory too. 0 Flat concrete roof tile for direct deck or Width: 13" TAS 112 batten nail -on. - Trim Pieces Length: varies 3.4 Accessory trim, concrete roof pieces for ":"6 Width: varies TAS 112 use at hips, rakes ridges and valley 3.5 Thickness: varies 0.0000 6 terminations 3. LIMITATIONS: 3.1 Dire classification is not part of this acceptance. 3.2 0000 For mortar or adhesive set tile applications, a static field uplift test in accordance *Wu o 9 6 0 6 6 0 TAS 106 may required, refer to applicable building code. 999 .. 9 ' 3.3 Applicant shall retain the services of a Miami -Dade County Certifiedekatmatory too. 0 06.6:0 perform quarterly test in accordance with TAS 112, appendix `A'. Sttoti`0dng shall be 0 :6060: submitted to the Building Code Compliance Office for review. 0000 9 6 0: • 3.4 9999. . Minimum underlayment shall be in compliance with the applicable Rooiin� ":"6 6990 9 . ... Applications Standards listed section 4.1 herein. 6 0 0 6 6 .9696 3.5 30/90 hot mopped underlayment applications may be installed er .. to the ro f . pp Y Pp Y P pli'rYl 0.0000 6 slope unless stated otherwise by the underlayment material manufactlrers pbblishgd 6 0 6 literature.• • • • • • 0 6: 0 3.6 0 0 6 This acceptance is for wood deck applications. Minimum deck requiiomens shall bo in! 0 9 :000*: compliance with applicable building code. • 0 : 0 4, INSTALLATION: 4.1 Entegra Roof Tile, Inc.'s Plantation flat Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,119, & 120 4.2 Data For Attachment Calculations NOA No.: 10-1202.01 Expiration Date: 12/09/15 Approval Date:12/30/10 Page 2 of 5 Table 1: Average Weight (W) and Dimensions (1 x w) Tile Profile Weight -W (lbf) I Length-[ (ft) Width -w (ft) Plantation Tile 11.6 1.375 1.08 Table 2: Aerodynamic Multi tiers - ft3 Tile X (ft3)(0)Profile 3": 12" 4": 12" 5": 12" Batten Application Dlrect Deck Application Plantation The 0.267 0.2$9 Table 3: Restoring Moments due to Gravity - M{ft Ibf) Tile Profile 211: 12•' 3": 12" 4": 12" 5": 12" 6": 12" Greater than Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 7":12" Battens Direct Plantation Deck 7.22 7.91 Deck Deck 6.85 7.79 6.75 7.67 Deck 6.61 7.52 Deck 6.44 7.32 Deck 6.26 7.04 Tile 2-10d Smooth or Screw Shank Nails 14.0 18.8 •..; 7.4 0 0 0 1 #8 Screw Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-ibf) For Nall -On Systems Tile Profile .Fastener Type Direct Deck (Min 16132" Direct Deck (Min. 19/32" Battens plywood) plywood) Plantation Tile 2-10d Ring Shank Nails 30.9 38.1 1� • 1-10d Smooth or Screw Shank Nail 7.3 9.8 • 2-10d Smooth or Screw Shank Nails 14.0 18.8 •..; 7.4 0 0 0 1 #8 Screw 30.8 30.8 • • • 1 . 2 #8 Screw 1-10d Smooth or Screw Shank Nail(Field Clip) 51.7 24.3 51.7 •••• 24.3 .. . • • • • • ?A4 ;• 24.2' • 1-10d Smooth or Screw Shank Nail Eave Clip). 19.0 19.0 21.4 • • • . 2-10d Smooth or Screw Shank Nails Field CHR) 35.5 35.5 2-10d Smooth or Screw Shank Nails Eave Clip) 31.9 31.9 32.2 2-10d Ring Shank Nails' 50.3 65.5 48.3 1 Installation with a 4"file headjap and fasteners are located a minimum of 2'/Z' from the head of tile. NOA No.: 10.1202.01 MEAMI14)AOEc NTY Expiration Date: 12/08/15 OApproval Date: 12/30/10 Page 3 of 5 0000.. 00.0.0 0000.. 0 0000. 0000. 000.0. .. 0600.. . 0000.. . 0 Table 6: Attachment Resistance Expressed as a Moment Mf (ft-lbf) ForTwo Pa Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Plantation The Adhesive 31.8 2 See manufactures component approval for installation requirements. 3 Flexible Products Company 111eBond Average weights per patty 13.9 grams. Polyfoam Product Inc. Average weight Per Patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) For Sin le Patty Adhesive Set S stems Tile Profile Tile Application Minimum Attachment USA, "E", Entegra "E", where the E is a stylized logo. Resistance Pot ProTm 118.7 Plantation Tile Po) Pro" m 40.4 4 Lar a Paddy lacement of 46 rams of Poi Prom. • • • ` • • 5 Medium Paddy placement of 24 grams of Pol ProTM. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set S stems Tile Profile Tile Application Attachment Resistance See specific mortar manufacturer's Notice of Acceptance. 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name*S'No as seen below or following statement: "Miami -Dade County Product d�ovp l�►pprov*d**,,bo • • • • • 5.2 Entegra Roof Tile, Inc.'s Plantation Roof Tile bears the following Vw4iAgs: U84. 0E;' USA, "E", Entegra "E", where the E is a stylized logo. • �; • *Go:** 0 6. BUILDING PERMIT REQUIREMENTS • • • • • .... . ..... 6.1 Application for building permit shall be accompanied by copies ofthe4l7• ng, :' V: • . 6.1.1 This Notice of Acceptance. •' • • • • • ` • • 6.1.2 Any other documents required by the Building Official or applacal7le�uildipg Code in order to properly evaluate the installation of this systepn. ; • • • • • , • •;; 7. MANUFACTURING LOCATIONS *goo 7.1 Okeechobee, FL NOA No.: 10-1202.01 MIAMI. RgbE C, UNC Expiration Date: 12/08/15 �Flluwxfgxlrfid Approval Date: 12/30/10 Page 4 of 5 PROFILE DRAWING PLANTATION FLAT CONCRETE TILE CMAMI MO COU}�V,,7YY END OF THIS ACCEPTANCE NOA No:. 10-]202.01 Expiration Date: 12/08/15 Approval Date: 12/30/10 Pages of 5 sees . :*::o .. . • sees.. ... •Gees. 069.69 ssee.• sees • .0000. sees . sees. .see•. a... sees. 0 000 . . , 00 .. .e..•e . •. . .sees. sees.. . .. sees.. 000 0000 NOA No:. 10-]202.01 Expiration Date: 12/08/15 Approval Date: 12/30/10 Pages of 5 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Polyglass 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 RER - 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. RER 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: Polyglass Polystick Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following 0000 statement: "Miami -Dade County Product Control Approved", unless otherwise noted hereirl. • . 0000 0000.. .. . . •00 6 RENEWAL of this NOA shall be considered after a renewal application has been filed andxharahas bSQ a ho'change0 8 6: e in the applicable building code negatively affecting the performance of this product. • • • : • • 0 0 • 0000 .0686. a 000000 TERMINATION of this NOA will occur after the expiration date or if there has been a rev1s18A or chahge in the 0 0:' 0 0 materials, use, and/or manufacture of the product or process. Misuse of this NOA as an engorgement of anY product, 0 0 6 0 • for sales advertisingor an other purposes shall automatically terminate this NOA. Failure 0 0 0 1 with 0 section 0 6 0 • Y p� Y .�P.�r�p Y �Y .' of this NOA shall be cause for termination and removal of NOA.0 . . . . 0000.. 0000.. 0 0 e ADVERTISEMENT: The NOA number preceded by the words Miami -Dade Coun#eFgorida, and•fbllowe0g 0 0: by the expiration date may be displayed in advertising literature. If any portion of the NOA is ditpfayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA #11-1229.01 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 1 of 8 I ROOFING COMPONENT APPROVAL Cateeory Roofing Sub-Cateeory: Underlayment Material: SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Polystick Dual Pro Roll: TAS 103 and A rubberized asphalt self -adhering, glass - Manufacturing Location 61' x 3'3'/s" ASTM D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. CMuvhi E cou� NOA No.: 12-0713.02 . , , Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 2 of 8 Test Product Product Dimensions Specification Description Polystick MTS Roll: TAS 103 A homogeneous, rubberized asphalt underlayment 65'8" x 3'33/8" waterproofing membrane, glass fiber reinforced Manufacturing Location 60 mils thick with polyolefinic film on the upper surface for #2 use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polystick IR -Xe Roll: TAS 103 and A fine granular/sand top surface self -adhering, underlayment 65' x 313_3/8" ASTM D 1970 APP polymer modified, fiberglass reinforced, Manufacturing Location Or 65' x 3' bituminous sheet material for use as an #1 & #2 60 mils thick underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. Polystick TU Roll: TAS 103 and A heavy granuled surface self adhering, APP underlayment 32'10" x 3'33/8" ASTM D 1970 polymer modified, fiberglass or polyester Manufacturing Location 100 mils thick reinforced, bituminous sheet material for use as #1 & #2 an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. Polystick TU Plus Roll: TAS 103 and A rubberized asphalt self -adhering, elas0- underlayment 65' x 393 ASTM D 1970 fiber/polyester reinforc ed Vaterpraorf1g& • • • • 0.0 (Surface Printing) 80 mils thick membrane. Designed 4 aRngtal rootng.Wd roof .0 Manufacturing Location tile underlayment. 0 0 0 0 6 0 6.0 000006 #1 & #2 6 •6 • 6 • • • 0•000.. Polystick TU P Roll: TAS 103 and 6606 . 6 0000.. 00000 0000. A rubberized asphalt yv"gDgoofmg,lnQwbrane,..;..6 underlayment 32'10" x 3'3-'/8" ASTM D 1970 glass-fiber/polyester reixiWed, witlaa giLnular.0 0 6 6 6 Manufacturing Location 130 mils thick surface designed for uc a-w•mtile roof 0 00 #2 underlayment.:-0--: 0000.. . . 0000.. 0 • Polystick Tile Pro Roll: TAS 103 and A rubberized asphalt self-adhering,oKs-' Manufacturing Location 6 P x 3133/$" ASTM D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. Polystick Dual Pro Roll: TAS 103 and A rubberized asphalt self -adhering, glass - Manufacturing Location 61' x 3'3'/s" ASTM D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. CMuvhi E cou� NOA No.: 12-0713.02 . , , Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 2 of 8 PRODUCTS DESCRIPTION: Test Product Dimensions Specification Polystick TU Max Roll: Manufacturing Location 65'8" x 3'3-3/8" #2 60 mils thick MANUFACTURING PLANTS: 1.Hazelton, PA 2.Winter Haven, FL EVIDENCE SUBMITTED: Product Description TAS 103 and A rubberized asphalt self -adhering, polyester ASTM D 1970 reinforced waterproofing membrane. Designed as a a roof tile underlayment. Test Auency Test Identifier Test Name/Revort Date Exterior Research & Design, LLC 11756.04.01-1 TAS 103 04/27/01 11756.08.01-1 ASTM D 1970 08/14/01 02202.08.05 TAS 103 08/29/05 Trinity ERD P5110.08.07 TAS 103 08/29/07 P10870.09.08 -R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798 & G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798 & G155 09/01/11 P37300.10.11 TAS 110/ASTM D4798 & D1970 10/19/11 P40390.08.12-1 TAS 103 & TAS 110 08/06/12 P40390.08.12-2 ASTM D 1623 08/07/12 P40390.10.12 ASTM D 1970 10/03/12 PRI Asphalt Technologies PRIO1111 ASTM D 4977 6dCOA02 PUSA-005-02-01 ASTM D 4977 • • 016/)1/02 PUSA-018-02-01 • • ASTM D 2523 ...... %7JI4103 PUSA-035-02-01 TAS 103 664:69 09/29/06 PUSA-033-02-01 ASTM D 1970 •6.6 601/12/06 PUSA-055-02-02 TAS 103 6 so** :12%10707 PUSA-083-02-01 TAS 103 09:66: .06/30:08 PUSA-089-02-01 TAS 103/ASTM D4798 &ii1SS (I/06709 Momentum Technologies, Inc. JX20H7A TAS 103/ASTM D4798 &V.jf;': RX14E8A TAS 103/ASTM D4798 &.p15� .04/0j/08 :1.1./w09 DX23D8B TAS 103/ASTM D4798 &%115: OW49410 DX23D8A TAS 103/ASTM D4798 & G155 643/48/10 6666.. 6666.. 6666.. 6666. 6666. 6666.. 646446 666666 4 6 NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 3 of 8 INSTALLATION PROCEDURES: . f Deck Type 1: Wood, non -insulated Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: 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) Membrane: Polystick membranes self -adhered. Surfacing: 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-'/Z" 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 the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 4 of 8 6666 . . 6666 6666.. 6666.. 6666.. 6666 6666.. 6666 . 6666. 69.00. 9 909 00000 .. .. 00 9 660690 6666.. 9 . . . 0 969609 6666.. . 696996 6 9 NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 4 of 8 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS, TU Plus, Tile Pro and Dual Pro may be used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof tile systems and quarry slate roof assemblies. Polystick IR -Xe, TU, and TU P may be used in all the previous assemblies listed except metal roofing. Polystick TU Max may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Exposure Limitations (days MTS IR -Xe TU TU Plus TU P He Pro Dual Pro TU Max Winter Haven, FL. 180 180 180 180 180 180 180 90 Hazelton, PA. N/A 30 30 180 N/A N/A N/A N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 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, TU Plus, Tile Pro and TU Max may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR -Xe, and Dual Pro are 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 shaH-bt as follows: (See Table Below): .0 . • • • • .. 0000 0000.. . 0000 Tile Profile Polystick MTS Polystick IR -Xe Polystick TU,•Tq • Po yshck TU Plus, TU P, Tile 0 0 NPax Pro 0000 0000.. Flat Tile Prohibited without 5:12 No limitation.... No limitation battens ••••• •••• . Profiled Tile Prohibited without Prohibited No limitaticof •;•. No limitation battens 000000 . 0000 0000 . 0000 • The above slope limitations can be exceeded only by using battens and counter battem ineaccordatP*Mth the0 • Approved Tile System Notice of Acceptance and applicable Florida Building Code requirement.' Battens are required for both loading and installation of tiles at all times. NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 5 of 8 GENERAL LIMITATIONS: (CONTINUED) 10. Care should be taken during the loading procedure to keep foot traffic 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. 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, TU P, TU Max, Dual Pro and Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR -Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, IR -Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro 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 j1wp or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County PPQ" •Control.... Approved" or the Miami -Dade County Product Control Seal as shown below. '.. • • ... • • • ...... .. . ...... MLAMMADE COUNTY • 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 dry? A properly waluate;"' •; the installation of this materials. 60:0 NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 6 of 8 . ' P,OLYGLASS 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 para clavar" 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 roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 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'/4"/12", 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 -Eight (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 to the area in need of repair, followed by a patch of the Polystick material of like kind sbbift?& be set and hand rolled in place over the area needing such repair. Patching membrane shad be.8 ininimuM Vr 6 """ inches in either direction. The repair should be installed in such a way so that wate ll run pa -016114 or • • • 0 6 • over the top of all laps of the patch. * • e; • @ # • 10. All self -adhered membranes must be rolled to ensure full contact with approved sutAretts. Pollgw: • • requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrMV Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used w * oe•slope pl oill is 00000 • 0 0.0 rolling. • 11. All approved substrates should be dry, clean and properly prepared, before any appticatiott of PJJW§�Ck • • • • • • membranes commences. An approved substrate technical bulletin can be furnishecl*upo$iequest. It is :....: recommended to refer to applicable building codes prior to installation to verify acceplabi'e 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. NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 7 of 8 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NBCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 8 of 8 .... 0000.0 .. . . ... 0 0000.. 000000 . . . 0000.. 0000 0 0 .0860• 0000 . 0000. 0000.. . .0. 0000. 0000.. . . 0 . 0 0000.. 0000.. 0. .. 0000.. .. .... 0000 NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 8 of 8 3M Company 3M Center Building 0220-05-E-06 St. Paul, MN. 55144-1000 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 PERA - 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. PERA 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: 3Mrm 2 -Component Foam Roof Tile Adhesive AH -160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following 6696 statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein • y • 0000 0000•• RENEWAL of this NOA shall be considered after a renewal application has been filed and.Ur bas belt pb ctlange• 6 •„0 in the applicable building code negatively affecting the performance of this product. • • 00 0 6 6 6666 .0609. TERMINATION of this NOA will occur after the expiration date or if there has been a revisiotror change iri le 00000 materials, use, and/or manufacture of the product or process. Misuse of this NOA as an enddt%JWt of alit' otruct, fbr • • 0 sales, advertising or any other purposes shall automatically terminate this NOA. Failure to coinpt� with anysection of 0 • •: • this NOA shall be cause for termination and removal of NOA. • 0 . 0 . . 0060.. 6666.. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Plptii a: and folLo6N qd by im • • expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, thenitLall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA# 11-0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 1 of 7 ` \ , MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DMSION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.ndamidade.gov/cera 3M Company 3M Center Building 0220-05-E-06 St. Paul, MN. 55144-1000 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 PERA - 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. PERA 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: 3Mrm 2 -Component Foam Roof Tile Adhesive AH -160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following 6696 statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein • y • 0000 0000•• RENEWAL of this NOA shall be considered after a renewal application has been filed and.Ur bas belt pb ctlange• 6 •„0 in the applicable building code negatively affecting the performance of this product. • • 00 0 6 6 6666 .0609. TERMINATION of this NOA will occur after the expiration date or if there has been a revisiotror change iri le 00000 materials, use, and/or manufacture of the product or process. Misuse of this NOA as an enddt%JWt of alit' otruct, fbr • • 0 sales, advertising or any other purposes shall automatically terminate this NOA. Failure to coinpt� with anysection of 0 • •: • this NOA shall be cause for termination and removal of NOA. • 0 . 0 . . 0060.. 6666.. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Plptii a: and folLo6N qd by im • • expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, thenitLall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA# 11-0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company 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 2 -Component Foam Roof Tile Adhesive 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 3MTM 2 -Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH - 160 Foam Dispenser RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2 -Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. 000000 .... MANUFACTURING LOCATION: ...... •• ...:.. 1. Tomball, TX. . "". : • • • : • 0000 • PHYSICAL PROPERTIES: 0000•• 0 •00 • • Property Test Rem is • ' Density ASTM D 1622 • 1.6 lbs./ft.3 :0 0 0 • • Compressive Strength ASTM D 1621 18 PSI Parallel to rise • • • 0 goes 12 PSI Perpendicular to rise • • • Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Fe Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40' F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% APPROVED NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 2 of 7 •0000• 0 •0000• 0000• 0000• • • 0000.. •0000• Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. EVIDENCE SUBMITTED: Test Azency Test Identifier Test Name/Report Date Center for Applied Engineering 494-060 TAS 101 04/08/94 257818 -IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB -589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 0000 520191-1 TAS 101 63AG249 ....:0 520109-2-1 • • • 000 0 0000.. ... . . 0000.. 0000..00 LIMITATIONS: 0000 0000.. 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating • • • • • 2. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat70high-to prpfiles,,,,,, 0 3. Minimum underlayment shall be in compliance with the Roofing Application StandarRV41120. • 0 4. Roof Tile manufactures acquiring acceptance for the use of 3MTM 2 -Component FoaZ Roof Tile idrtA ve AH; • • 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 10T..• : :0.00: ...0 5. Roof Tile manufactures acquiring acceptance for the use of HANDI-STICK roof tile adhesive witll tR(!ir tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F _w 2 F'= MS NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 3 of 7 INSTALLATION: 1. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -160. 2. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 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 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 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. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2 -Component Foam Roof Tile Adhesive AH - 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 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. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF 1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 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 3MTM 2 - Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in 66 accordance with the 'Placement Details' herein. Each generic tile profile requires the jpeciDc placem6i noted herein. • 6666.. 60 . Table 1: Adhesive Placement For Each Generic Tile Profile• • • • • • • Tile Profile Placement Detail Single Paddy Weight Min. (grams) T`v4 riddy Withtger paddx "n. (grapes) Flat, Low, High Profiles #1 35 • • •' N/A • 9 • High Profile (2 Piece Barrel) #1 17/side on cap and 34/ an •N/A • Flat, Low, High Profiles #2 24 0 0 N/A • • • • • • Flat,Low,High Profiles #3 1 6..9 : 8 6609 NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 4 of 7 6666.. 6666.. 6666.. 6666. 6666. 6666.. 6666.. 6666.. LABELING: All 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIImEMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nall through plastic cement Paddy (Benath Tile) Undedayment e e 1 Paddy (Beneath Tile) underlayment Then Install the file. Eave Course o 10 In. tin . Fascia o Eave course only. Eave Closure Keep adhesive approc 4In. up from weepholes Nall through plastic cement Paddy (Beneath Tile) Undedayment ` -- RZ 10 in. 2In. Eave Course - - Eave Closure Eave course only. Keep adhesive approx. 4 hu up Fascia from weepholes Nail through plastic cement oplionalrioLpi • • • • • steep pif : WOOS Nall through pride cement square Indies in contact with the pan file 2) Tum covers upside down. Place adhesive 112 in. • • • • • Paddy (Beneath Tile) underlayment Then Install the file. w • • 10 In. tin . =" o EmCcumB Fascia Weephole Eave course only. Eave closure Keep adhesive appmx Drip ad e 4 hL up from weepholas • • • 0000•• • • • 0000• • 0000• • ••0• 000• •00•• 0• • 000.0 • •0.0• • 1) Place enough adhesive to achieve 17 to 23 oplionalrioLpi • • • • • steep pif : WOOS Nall through pride cement square Indies in contact with the pan file 2) Tum covers upside down. Place adhesive 112 in. • • • • • To 1 in. From outside edge of cover file, Then Install the file. w • • •000.0 Undedayment • • Remo = - top portion of the am Sheathing coureecovartlie. Abut to second course of Optional pan lits. Ensure am end of pan and coverdles are Polnt-up Mortar flush at save line. on longitudinal edges of file Eave closure Weephcle Fasda Bo (mortar shown) NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 A w ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nall through plasflc cement Paddy (Beneath 111e) Nall through plastic cement Paddy (Beneath Tfle) Undeflayment Undeflayment _ a I ni� Eave Course Fascia raw %Weephole Eave Course Eave closure Eave Closure L- UP edge NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 0000 *0 0 000000 • 000000 6000 • 0 0 0 *0000 • 00:000 00:00: 00000 00 :0: so 0 0009:0 ::0::* • 0 0 0000 :0 0 :*098: 00 0 000• 0 0 • 0000 NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 I 1 • Nail through plastic cement / O I � Single paddy I x 3 in, under file \ Single paddy on 2 In4 in. under- ° jr layment / ° Single paddy' on top of file APPROVED ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Paddy Nail through plastic cement (between tile) Underlayment Paddy (under file) ° ° Nall through plastic cement 1 31n.x 3In. 4 Single paddy on underlayment 2 Single paddy 7% ' on top of tle Eave Course faddy Ole Single paddy between the Eave Closure 2In. x 7 in, medium size paddy save course only Fascia END OF THIS ACCEPTANCE Single paddy under file Single paddy between file 2 In. x 7 In. medium size paddy save course only '` Fascia Weephole Eave closure Drip edge ••6• 1 } e --31-11n. x 3 in. _ -- Single 4 in'/ 2 in. paddy on •• • under- • layment 0000•, Single paddy 0000•• Eave course on top of tie 0000•• Eave 2 In. X 7 In. medium Course size paddy save 0000 • • Fascia course only • • •0000• 6••• • Nall through plastic cement 1 31n.x 3In. 4 Single paddy on underlayment 2 Single paddy 7% ' on top of tle Eave Course faddy Ole Single paddy between the Eave Closure 2In. x 7 in, medium size paddy save course only Fascia END OF THIS ACCEPTANCE Single paddy under file Single paddy between file 2 In. x 7 In. medium size paddy save course only '` Fascia Weephole Eave closure Drip edge NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7 ••6• 6 • • • 6••6 66••6• •• • • ••• • 0000•, of • 0000•• • 0000•• • • • 0000•• 0000 • • • • • • •0000• 6••• • 60066 •66.66 • •66 09600 •• •• 00 • 000000 6 •6.000 • • 0 6 • • 000000 6 • • • • • •66 • NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R440 oven the minimum requirements and standards of the industry for roofing system installations. Add' ' Ily, the following items should be addressed as part of the agreement between the owner ant the contict4r. The owner's initial in the designated space indicates that the item has been explained. 1.Aesthetics Workmanship: the workmanship provisions of Section R4402 are for the purpose of kPpDrM0%ingg thapro ing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues s h as color or architectural appearance, that are not part of a zoning code, should be addressed as part of t greement between the owner and the contractor. 2. W " Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be re led in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to r+ving the existing roof system). 3. ommon roofs: Common roofs are those which have no visible delineation between neighboring units, townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or Tbe ershould notify the occupants of adjacent units of roofing to be performed. 4.Exposed Ceiling: Exposed, open beam ceilings are where the unfersjdeof the'rosfdecking ;gig...4e-edfrom below. The owner may wish to maintain the architectural appearMceMherefgre, iec;Fng nail . netration of the underside of the decking may not be acceptable. This providAAoption otfhalrrtalninglfhe• • • •0000• 0 0 • ran. 8060 . • •0.00• • • 0000•• • • 000• 0 00000 5. onding water: The current roof system and/or deck of the bulidiag knot dry in wail and nye • • • cause water to pond (accumulate) in low-lying areas of the roof. Pounding can li Zm indicatitim-df *uctura6. • • 0 d' s and may require the review of a professional structural engineer. Pour&Mg My shorternthe life • • fancy and performance of the new roofing system. Pounding conditions shay r of be e4dantUtil than • • •: • ingitial roofing system is removed. Pounding conditions should be corrected. •.. • ; �..... •0t• • 6. Overflow scuppers (wail outlets): It is required that rainwater flows off so that the roof is not verioaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if o erflow scuppers (wall outlets) are not provided. it may be necessary to install overflow scuppers in rdance with the requirements of Sections R4402, R4403 and R4413. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the n r of the st cture assembly (the building itself). The existing amount of attic ventilation shall not be d It may beneficial to consider additional venting which resuit in extending th rvice life of the f. Owner/A e s ture Date Contract a# a Date Revised on 71912(309 LD