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HomeMy WebLinkAboutBLDG1305-0034-PlansROOF ASSEMBLIES AND ROOFTOP STRUCTURES Master Permit No. SAXONY TILE Florida Building Code Edition 2010 High -Velocity Hurricane Zone UnIfoml peimlt Application Form. Section AfGeneral Information) Process No. Contractor's Name A.ATITE ROOFING 4676 Job Address 10190 PENINSULA PLACE LOT 16 BLOCK 1 ROOF CATEGOh ❑ Low Slope Mechanically FastAed Tire ❑ Mortar/Adhesive Set Tire ❑ Asphaltic Shingles 0 Metal Panet/Shktg1i3s ❑ Wood Shingies/Shakes ❑ Prescriptive BUR -I S 1S0 ROOF TYPE fit( New Roof ❑ Reroofing Low Slope Roof Area (SF) N/A 0 Recovering • 0 Repair • ❑ Maintenance ROOF SYSTEM INFORMATION • Steep Stoped Roof Area (SF) 4800 • Section B (Roof Plan) Sketch Roof Plan: Illustrate 011 levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections end levels, clearly identifydfinensians ofatevated pressurozones and location of parapets. Total -(SF) 4800 15.34 SEE .AT-T./.1C HE D 2010 FLORIDA BUILDING CODE — BUILDING Q:\PAYBACK\JOBS\LENNAR\ ECSFWIIRALAGO\4676A.TKF P Mira Lago SF 50's 1 65s 4676A MRH: 20' SQS: 48 Pitch: 5:12, 4:12 see dwg 86.8 ROOF= ASSEMBUES AND ROOFTOP STRUCTURES Florida Building t tide Edition 2010 Hlgh-Velocity Hurricane Zone Uhtf3nn Permit Application Form. Section D (Steen Skied Roof System) Roof System Manufacturer: BORAL ROOFING, LLC Notice of Acceptance Number: 12-022.03 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: P2: • P3: fRoof Slope: 5&4_:12 IllidgyrilatIon? ' Steep Sloped Roof S'stem Description Deck Type: J PLYWOOD . Type Underlayment: 1 1 #3 0 insulation:) NIA. Fire Barrier: i „by A IMean Roof Height: 20' 15.36 Fastener Vy{ie&Spacing: IN CAPS & NAILS 6'j@ .E 2 OWE 12 " INFIELD Adhesive Type: I NIA Type Cap Sheet: (POLYGLASS TU PLUS 1 Roof covering: j SAXONY 900 TILE Type &Size Drip Edge: 3"X3" 26 GA. GALVANIZED . 2010 FLORIDA BUILD1NG CODE—BUIL DING f r ROOF ASSEMBuES AND ROOFTOP STRUCTURES Florida Building Code Edition 2010 Mgh-YetocIly Nutlicene Zona Untfonn 1361mit App3catton Form. Section E (Tile Cala1a Ions), • ForWmmtbssed aysbemt, chow either Mahal tal.Coogmoshevalursfki4.withdteraluttttoat14 ibovalneaampesmrdmae ovud to cbe Mr Woes, roc orb *sea 0(410 mot thea the dk auric tmmt method'8 itapt N& Memoe 1 "Momeatsaaotilla Cakdisicias Po RAS 12r X - 1419 },, cP : x2. - - )-MG ProldtAppswwlMr, PsoeoctAPpruulbl f ProdxtAmon)* Method 2 "Simptakd 10. cskeLmoei 1i'nb:s Tidos" Revisal Mecums afl mance l In eedow 3° • 1 Prodxt i 38.1 Mr required Moment R4stance• IRoen Roo( t1a1y1d -► Roel Slope 4 1b' 20' 25' 30 40' 2:12 ._34.4 35.5 . .. 35.2 . 397_. 422 3:12 322 34.4 : • _ 36.0 _ 37.4 _ 39.4 4:12 30.4 32.2 • 33A_ 35.1 _ _ 37.3 • 6:12 22.4 30.1 ..• .31.6 32A,_ 34, 6:12 22.4 252 .. . •• 29.4 30.6. _ 32.4 1:12 24.4 25.9 .27.1 28,2 • 30,p *Mast to usodlrt ccepartiap wNh i Ntt of momwe based the systems =domed by ttno Bmaatd Caooty Hmrd of Rules and Appeals. PorVplikbasedtiksystem, use Method 3.Cowered thevahXsfa l' with the rdudi4PclftheFrams smpeuat6aaccequal tothe P rratoc; fix cab face of the mo( them the tib stmchmcffi mcdx4 is aooepbble. meted 3"VOA Rued 'Mu C3c 116041'ae2AS127" (Pt: X L • X w =c _._ _)- W: x cot 0 -1Ni , Psadoa4 Approval IF (P2 XL a :_ xw+.)-W x ca9 ';1'i! PtodoctAppmeallr GS: ______ xL ..._______x V. )_'0.! X eas9 Yiijl. ?Mod ..ya+,.•,•.1r Where to Obta(n IMotil idien !Description Svmboi �- Where %find 13cslrnPresmce pi DM ccP3 RA3171111:4tigymengfaeaiaisaat}risPeepaodbUPebaedoaA9017 Mon Roof Argus H tab Site RoctS'lope 3 tab Site AetOQtnsad¢Mulliplia x PcoBact Apjaar i.. Ressodas Monza 490tolava" Mt Psocl>ttAmarcreM AffsclattotlInlatcscia mr Picdact Afixovi Required MommtResisaaco Mt Maim!' mMl*d ooctRsxisanoe F PcodatAppav ._ RaquhodUplift Re i:baoes Pi CaknIYed Avc age We Weight Vi Purred Appor!l ., L ; kerb 111epcocadcos W*Ws PradodAmong An aseutakor mut be submitted to the bandingoaSdal at the time ((pasta 2/99491;0. 2010 FLORIDA BUit.DING CODE-- BUILDING 1537 t ROOF ASSEMBLIES AND ROOFTOP STRUCTURES • Made Building Code Edition 2010 High-Votoctty Hurricane Zone UnIfornt kin* AppttcaHon Fay Section E (lite Calt3utations) Fat MomeatWoo tnesyate.n shoom ekberidetbod oc2. Compete thomlua widt ;bombs* tat X die Nifevabsett ace pester dam « equal to alio btr vanes. for each nes of the toot, thea the We totseltsmastmalted ff ioteptals. Metall "MammotBased WsCakuli ptPetRAS 127" (pr: x). Prod2dAppwrdLft- (P2 xl� )-M� a)4 FodoctApproval ldt (2t X1. „ )-hfip a Pico tAnnlealMr__ Method 3"Sbop56a nflsOlwtadoo`s&Tdsle Below" otatedMameatc(Raistmsoa(,arjFaamWiandw 32.2 rrod„,d,, aT,„3.8 1 Mr required Moment itclelstance - 4/12 AREA MOM ft Rof Slop 415' 20' 2.r3 .. _ 40' 2:12 34.4 36.5 - ... sires 39.7 42.2 3:12 32.2 34.4 ; • .. 36.0 31.4 39.5 4:12 30.4 - 32.2 • .33,0., 35.1 37.3 . 5:12 28.4 30.1 .. • .31.6 324 _ 344 5:12 26.4 _ 294 ... 29:A . .1_ 30.8_.: 32.4 1:12 24.4 25.9 : . 27.1 1 294. . 30.0 *Mast belt wells ociguncilaa with a 8st of menus bared tilts systems mama bf Hcoaud Coady Dowd of Rules and AppmaSa FatUpt<Itbused asrole= useMatbod3. Compaed&aWoes fccrewithdmvulva 1141%. if dmVminesmanesdetdzanor wail%ibeFrvanaS far cab area of the mat. that the talo Lembo:ea mediad to ar:oepnbte. Method 3'WM/Wed'Rbdksisdkioi•1erRAS 12?' ,t awl: ____XL a X a: a,_)-iV ,X cos9__.-.=?oaf do �. P O'rdV . in: ____ xL a Xw.a__.)- N:, X ccs 0 .44 AedaatAppawdV IP}- xL = Xw .,_.,-W: X cos 9 aprt PPedwIAp(am'slTr Where to obt3in.Jntor'matktn pescriotion Svmbui . -••• ..Whore to find .. DegaPrexane P1 or P2 or P5 RAS 121'Adds latitysoto sealutuaslyatpae4aydbr>?Sc,mdeoAsca7 Mem RaiHtight IT Job Sita , ., Roof Slope d lob Sao . Antxlymmie Muidptfet 1 Prodod Appao:4 . Reacting Mama dxto(3gw,vhy Ms PcodoctAPprm E- • MadameItcasLmce k!t PrododAppaO Acquired MotoeutRcndartca T11, tatknlseed MuamiuiAttKlmaeotRes/duos le PsadottAppew!4.- RcgnhodUpiiARmaistmee psi _ Culcul,rad . Avenge • tioWeight w Product Appmvi.... T' a=0°t* Product Appanil 7SiaTNmmslcaa W. width caicaladooa must be submitted to dmbuilding ottkid Ktbs dose ofpermitapf0440e. 2010 F[Al11DA BUILDING CODE --BU)LD)HG 15.37 MIAMHQIIDE mum DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 w.miami d ad c.9oT'Jecononry 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 statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA #11-1229.01 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigers. NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 1 of 8 ROOFING COMPONENT APPROVAL Cateaorv: Roofing Sub -Category: Underlayment Material: SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Product Polystick MTS underlayment Manufacturing Location #2 Polystick IR -Xe underlayment Manufacturing Location #1 & #2 Polystick TU underlayment Manufacturing Location #1&#2 Polystick TU Plus underlayment (Surface Printing) Manufacturing Location #1 & #2 Polystick TU P underlayment Manufacturing Location #2 Polystick Tile Pro Manufacturing Location #2 Polystick Dual Pro Manufacturing Location #2 Dimensions Roll: 65'8" x 3'3'/t" 60 mils thick Roll: 65' x Or65'x3' 60 mils thick Roll: 32'10" x 3'3-34" 100 mils thick Roll: 65' x 3'3'4" 80 mils thick Roll: 32'10" x 130 mils thick Roll: 61' x 60 mils thick Roll: 61' x 3'3-34" 60 mils thick Test Specification TAS 103 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 Product Description A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofmg, roof tile, slate tiles and shingle underlayment. A fine granular/sand top surface self -adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. A heavy granuled surface self adhering, APP polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. A rubberized asphalt self -adhering, glass- fiber/polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt waterproofing membrane, glass-fiber/polyester reinforced, with a granular surface designed for use as a file roof underlayment. A rubberized asphalt self -adhering, glass- fiber/polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt self -adhering, glass- fiber/polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 2 of 8 PRODUCTS DESCRIPTION: Product Polystick TU Max Manufacturing Location #2 Test Dimensions Specification Product Description Roll: TAS 103 A rubberized asphalt self -adhering, polyester 65'8" x 3'3-3/8" reinforced waterproofing membrane, Designed 60 mils thick as a a roof tile underlayment. MANUFACTURING PLANTS: 1 Hazelton, PA 2.Winter Haven, FL EVIDENCE SUBMITTED: Test Azencv Exterior Research & Design, LLC Trinity I ERD PRI Asphalt Technologies Momentum Technologies, Inc. Test Identifier 11756.04.01-1 11756.08.01-1 02202.08.05 P5110.08.07 P 10870.09.08-R1 P10870.04.09 P33360.06.10 P33370.03.11 P33370.04.11 P36900.09.11 P37300.10.11 P40390. 08.12-1 P40390.08.12-2 P40390.10.12 PRI01111 PUSA-005-02-01 PUSA-018-02-01 PUSA-035-02-01 PUSA-033-02-01 PUSA-055-02-02 PUSA-083-02-01 PUSA-089-02-01 JX20H7A RX 14E8A DX23D8B DX23D8A Test Name/Reoort Date TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 TAS 103/ASTM D4798 & G155 ASTM D1970 TAS 103 ASTM D 1623 TAS 103/ASTM D4798 & G155 TAS 110/ASTM D4798 & D1970 TAS 103 & TAS 110 ASTM D 1623 ASTM D 1970 ASTM D 4977 ASTM D 4977 ASTM D 2523 TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103/ASTM D4798 & G155 TAS 103/ASTM D4798 & G155 TAS 103/ASTM D4798 & G155 TAS 103/ASTM D4798 & G155 TAS 103/ASTM D4798 & G155 04/27/01 08/14/01 08/29/05 08/29/07 12/04/08 04/13/09 07/01/10 03/02/11 04/26/11 09/01/11 10/19/11 08/06/12 08/07/12 10/03/12 04/08/02 01/31/02 07/14/03 09/29/06 01/12/06 12/10/07 06/30/08 07/06/09 04/01/08 11/09/09 02/18/10 02/18/10 NOA No.: 12-0713,02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated Base Sheet: One or more plies of ASTM D 226 Type 11 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 3-1.4" 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. 1 t�t��APE COUNTY l 'IIiii6t111 ll� 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. Winter Haven, PL. I Hazelton, PA. MTS 180 N/A Exposure Limitations (days) IR -Xe TU 180 180 30 30 TU Plus TU P 180 180 180 N/A Tile Pro Dual Pro 180 180 N/A N/A TU Max 90 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 file applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof file applications with the exception of mortar set tile applications. 9. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Polystick IR -Xe Flat Tile Prohibited without battens Profiled Tile Prohibited without battens Polystick TU, TU Polystick TU Plus, TU P, Tile Max Pro 5:12 No limitation No limitation Prohibited No limitation No limitation The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. 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. 0 0 0 N 40 IbdDedc prepared wilt FOL' SUCKN MUS Roofing Tiles (6 Max. Per Stack) 12 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, 1R -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 name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. APPROVED BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 6 of 8 POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, With the exception of Polystick TU Plus should be back -nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. PoIystick 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, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic, applied in between the application of the 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 W'112", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -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, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. Itis recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1(800) 894-4563. COUNTY 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: 02114/13 Page 8 of 8 MIAMI. ld!JiI1 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 ww v.miamidade.aov/vera 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: Saxony 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA#07-0711.03 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. MIAMI.DADE COUNTY NOA No.: 12-0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category: Sub -Category: Material: Deck Tvpe: Roofing Roofing Tiles Concrete Wood 1. SCOPE This NOA approves a system using Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system.. 2. PRODUCT DESCRIPTION Manufactured by Applicant Saxony 900 Trim Pieces Dimensions 1 = 17" w= 13" 1-5/32" thick Slate 1-9/32" thick Shake & Split Shake Length: varies Width: varies varying thickness 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales, FL. 2.2 SUBMITTED EVIDENCE: Test Azencv Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. MIAMI.DADE COUNTY APPROVED Test Specifications TAS 112 TAS -1 12 Test Identifier 7161-03 Appendix II1 94-084 94-060A Product Description Flat profile, interlocking, high- pressure extruded concrete roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. Accessory trim, boosted Barcelona, concrete roof pieces for use at hips, rakes, ridges and valley terminations manufactured for each tile profile. Test Name/Renort Date Static Uplift Testing TAS 102 & TAS 102(A) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 101 (Adhesive Set) Dec. 1991 May 1994 March, 1994 NOA No.: 12-0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 2 of 8 The Center for Applied 25-7183-6 Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Atlanta Testing & Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. MIAMIDADE COUNTY LI22:017411� 25-7183-5 25-7214-1 25-7214-5 7161-03 Appendix II Letter Dated Aug. 1, 1994 P0631-01 P0402 Project No. 307025 Test #MDC -77 R1.894 R2.894 R3.894 520109-1 520111-4 520191-1 Evaluation Calculations Evaluation Calculations Evaluation Calculations Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain TAS 100 Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Physical Properties Aug. 1994 TAS 112 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 25-7094 25-7496 25-7584 25-7804b-8 25-7804-4 & 5 25-7848-6 Dec. 1998 March 1999 February 1996 April 1996 December 1996 NOA No.: 12-0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 3 of 8 Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineers Evaluation Calculations Evaluation Calculations Calculations Evaluation Calculations 130 25-7183 Aerodynamic Multipliers Two Patty Adhesive Set System Restoring Moments Due to Gravity TAS 112 March 1995 January 2007 April 1999 February 2007 January 2007 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. 4. INSTALLATION 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Saxony 900 Slate, Shake & Split Shake Tile Profile MonierLifetile Saxony 900 Slate, Shake & Split Shake MIAMIDADE COUNTY Weight -W (Ibf) 11.5 Length -I (ft) 1.417 Table 2: Aerodynamic Multipliers - (ft3) (ft3) Batten Application 0.289 Width -w (ft) 1.08 X (ft3) Direct Deck Application 0.313 NOA No.: 12-0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 4 of 8 Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf) Tile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or Profile greater Saxony Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 900 Deck Deck Deck Deck Deck Deck Slate, 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7.55 6.46 7.34 Shake & Split Shake Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nail -On Systems Tile Profile Saxony 900 Slate, Shake & Split Shake Fastener Type 2-10d Ring Shank Nails 1-10d Smooth or Screw Shank Nail 2-10d Smooth or Screw Shank Nails 1 .#8 Screw 2 .#8 Screws 1-10d Smooth or Screw Shank Nail (Field Clip) 1-10d Smooth or Screw Shank Nail (Eave Clip) 2-10d Smooth or Screw Shank Nails (Field Clip) 2-10d Smooth or Screw Shank Nails (Eave Clip) Direct Deck Direct Deck Battens (min 15/32" (min. 19/32" plywood) plywood) 30.9 38.1 17.2 7.3 9.8 4.9 14.0 18.8 7.4 30.8 30.8 18.2 51.7 51.7 24.4 24.3 24.3 24.2 19.0 19.0 22.1 35.5 35.5 31.9 31.9 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Patty Adhesive Set Systems Tile Tile Application Profile 34.8 32.2 Minimum Attachment Resistance MonierLifetile Saxony 900 Adhesive 31.32 Slate, Shake & Split Shake 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. MIAMI•DADE COUNTY NOA No.: 12-0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 5 of 8 Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance MonierLifetile Saxony 900 Polyfoam PolyProm' Slate, Shake & Split Shake Polyfoam PolyProTM 13 Large paddy placement of 45 grams of PolvProM. 14 Medium paddy placement of 24 grams of PolvProT*'. 118.9' 40.4" Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance MonierLifetile Saxony 900 Mortar Set' 43.9 Slate, Shake & Split Shake 5. Tile-Tite Roof Tile Mortar 5. LABELING 5.1 Alt tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". LABEL FOR SAXONY 900 TILE (LAKE WALES FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MIAMI-DADE COUNTY APPROVED NOA No.: 12-0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 6 of 8 NAIL HOLES PROFILE DRAWING 1 5/32 " (slate) 1 9/32 " (shake) 17" WATERLOCK 13" SAXONY 900 CONCRETE ROOF TILE (SLATE MODEL) OVERLAY MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SPLIT SHAKE MODEL) MIAMIDADE COUNTY APPROVED NOA No.: 12-0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 7 of 8 MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SHAKE MODEL) END OF THIS ACCEPTANCE MIAMI•DADE COUNTY NOA No.: 12-0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 8 of 8