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HomeMy WebLinkAboutNOASCANNED BY St. Lucie County M�IAFIH7�E MIAW-DADE COUNTY BE PRODUCT CONTROL SECTION 11805 SW 26 Strec , Roam 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Mimi, Florida 33175-2474 HOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (766) 31525-99 .NOTICE OF ACCEPTANCE (NOA) wwrv.mlamtdedc.eoy/economy 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 coda. 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 RuberoideModitied 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 been no change in the applicable building code negatively affecting the performance of this product. TERMLNATION 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. JFSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 13-0424.14 and consists of pages t through 29. 'lice submitted documentation was reviewed by Jorge L. Acebo. rVJ < • APPaDYED NOA No.:14-0611.01 Expiration Date: 11/06/15 Approval Date: IIJ06114 Page I of 29 £'d £bb929h2LLT:01 :WONA U9£:OT ST02-9T-Nnf Fastening Any of above anchor sheets attached to deck approved annular ring shank nails Options: and 3" inverted Drill-Tec' insulation plates at a fastener spacing of 9" o.c. at the (Continued) 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psj. See General Limitation #7) GAFGLASe #75 Base Sheet or any of above anchor sheets attached to deck with Drill -Teo " #12 Fastener, Drill-Tec' # 14 Fastener or Drill-Tec7 XHD Fastener and Drill -Teo'" 3" Steel Plate, Drill-Tec'" AccuTrace Flat Plate or Drill-Tcr AccuTraco 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 psj See General Limitation #7) One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/fe EnergyGunrd'" Polyiso Insulation, EnergyGuard7 Polyiso RA Insulation, EuergyGuar(r Polyiso RN Insulation, EnergyGuard" RA Composite Polyiso Insulation Minimum 1" thick N/A N/A Structodek® High Density Fiber Board, EnergyGuardm Perlite Recover Board Minimum'/," thick N/A N/A EnergyGuard'" Perlite Roof Insulation Minimum'/a" thick N/A NIA 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 lbsJ100 fe. 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 polyisocynnurate side facing down. GAF requires either a ply of GAFGLAS® Stratavene Eliminator'" Perforated Venting Base Sheet laid dry or a layer of EnergyGuard Perlite Roof Insulation or wood fiber overlay board on 211 polyisocynnurate applications. Base Sheet: (Optional) Install one ply of GAFGLAS'® 475 Base Sheet, GAFGLAS® #80 Ultima' Base Sheet, GAFGLAS' Ply 4, GAFGLAS FlexPly' 6, GAFGLAS® Stratavente Eliminator Perforated Venting Base Sheet (laid dry), Ruberoide Mop Smooth, Ruberoide 20, Ruberoid® SBS Heat-Weldd' Smooth or Ruberoid® SBS Heat -Weld'" 25 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 2040 lbs./sq. (See General Limitation 44). Ply Sheet: (Optional) One or more plies GAFGLASe Ply 4, GAFGLAS® FlexPly— 6, GAFGLASe #80 Ultima Base Sheet, Ruberoid® Mop Smooth, Ruberoid® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq. Membrane: One or more plies of Ruberoid® 20, Ruberoide 30, RuberoideEnergyCap 30 FR SBS Membrane, Ruberoide 30 FR, Ruberoide Mop Smooth, Ruberoid®Mop 170 FR, RuberoideMop Granule, RoofMatch'" SBS Modified Granular, Ruberoid® Mop Plus, Ruberoid® Mop FR or Ruberoide Dual FR fully adhered in an approved asphalt at an application rate of 25 IbJsq. t 15%. NOA No.: 14-0611.01 MIW* WEeourrry Expiration Date: 11/06/15 ♦U Approval Date: 11/06/14 Page 8 of29 b'd £b6929b2LLT:01 :WMIA UL£:0T ST02-9T-Nnr DESIGN LOAD CRITERIA 0 516N LOADS PER THE FLORIDA EXISTING EWIlDINS CODE, 2010 EDITION DESIGN CRITERIA PER ASCE T ULTIMATE WIND SPEED REGION, V(Ult)—._._._.ITO MPH N MIIN✓ L K SPEEDBOPM DEBRIS REGION V((a5d) .. •_-•_..132 MPH BUILD SEHD5T � < 40 Fi ROOF 6 0RY II INTERNAL PRESURE COEFF. t 0.15 EXPOSURE B HEIGHT 4 EXPOSURE COEFF. LOCI Elm ZONE 15 WITHIN A DISTANCE OF kd = 4 FT FROM BUILDING CORNERS. II�� FASTENER SCHEDULE PER 10 LINEAR FT ZONE DE516N PRE55URB NO. OF FASTENERS ALLOWABLE PRESSURES FA57M SPA([W 4' LAP FIELD 1 34 3q -60 W OL. (2) STA66ERED ROWS 9 q' Of,. 2 5T 5q -60 q' OL. (2) STAGGERED ROWS 0 q' Of,. g 8b 60 q2 b' OL. (?) STAGGERED ROWS a b' OL. CALCULATIONS FOR OAF RUBEROID M)DIFIED BITUIJIEN ROOF SYSTEM FOR WOOD DECKS GAFGLA9 960 BASE SHEET ATTACHMENTS UNDER TILE ROOF (RDA NIL M-001L01 EXPIRES U/e/151 CALCULATIONS BASED OR THE ROOFING APPLICATION STANDARD (RAG 1117) GENERAL LIMITATION 47 A) ICM A OF FASTENERS = LHO OM 8 OF FASTENERS MAX. DESIGN PRESWRE ELEVATED DESIGN PRE55LRE B) FASTEN BASE SHEET WITH APPROVED AMAR RING SHANK NAILS AND TIN GAPS C) KNOWN q OF FASTENERS PER 10 LRL FT= 34 Mm OL. 0 THE 4' LAP 4 (2) STA66MW ROWS 0 q' OL. IN FIELD) MAX DE516N PRESSURE _ —60 PSF A5 PER NOA ZONE 1 A 2 USE 3q FASTENERS PER 10 LINEAR FEET ZONE 3 USE 60 FASTERS PER 10 LINEAR FEET 33 = X 86 X . 55.4 FASTENERS ALLOWABLE UPLIFT -42 PSF > REAIO -66 P5F ,,,j0e �eeeee ANCHOR SHEET SHALL BE FASTENED • 6' O.C. IN THE LAP 4 TWO STAf 6ERED ROWS • 6.OL. ��`P�` A N NO°0�eo' ENTEGRA ROOF TILE BELLA 'HIGH S' TILE INOA %0414.06 EXPIRES 7/13/18) E pI J- Re011MIED RESISTANCE UPUFT MOMENT BASED ON FRSA/TRI TABLE 4A aru FASTENED W/ SIR 2-CORIPONEHT FOAM ROOF TILE ADHESIVE AH-180 mAximsisTANZED REmiREO RESISTANCE ATTAasmw 665 FTAEF 1 2112 FT-LBF LARGE PATTY 4 N RINSSHANK W41L C •I :.G a'� (�ST.LUCIE 16rir ENGINEEPING. INC..% CATHOLIC CHURCH PARRISH HALL -425SWIRVINGST. PORT ST. LUCIE, FLORIDA - 3.27-15 «rdlfddw�o..�«n, wowm of Ml. Enelm°rIr10, lm. v��la�•m,aa,�a.,l,a°.+a a mry cvrETlO�aroT, •YMW aNrOL .roexu 15-134 `ConsuNng5rcuc1uta1E�lgltUor. xwo atmno.nuo Vw OweR Fk ��VEO ""ajib lml f�i19659.°GI OGWN OY. CIQC®AI: TR - cOn.°N orpmnuuionWllN apinpo�ry oc.�uaa.mw cswim. anm�w my marnwte nerourorumeclw, 1 :CALCS FOR ROOF ATTACH; TILE ROOF fND� SK-2 a 2 air by ^^L enel�oo.lnv. tr+o. S'cl £b7929b2LLT:01 :WOa9 HL£:0T ST02-9T-NIIf BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACC Entegra Roof Tile, Inc. 1299 NE 90 Ave. Okeechobee, FL. 34972 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11905 SW 26 Street, Room 208 Miami, Florida 33175.2474 T (786) 315.2590 F (786) 315-2599 wmr.minmldade,env/bulldbta/ SCANNED BY St Lucie County 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 HNC - 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 expanse of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami-Dado 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. IDESCAlkno : Bella 11I11gh 5" File LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "MiQml-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 NOA # 09-0512.15 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. ask_: iA¢PAQY•ED._= NOA No.:11-0414.08 Expiration Date: 07/13/16 Approval Date: 06/02/11 Page 1 of 9'd 2b6929b2LLT:01 :W02id H8£:0T ST02-9T-Nnr ROOFING ASSEMBLY APPROVAL Ca e o Roofing Cub-Catettory Roofing Tiles Material: Concrete et Wood 1. SCOPE This approves a roofing system using Entegra Bella "High S" concrete roofille as manufactured in Okeechobee, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION manufactured by Teat Product Aopliepot Dimensions SoWAReatlons DescriRtlon Bella "High S" L= 16'G" TAS 112 High profile, interlocking, extruded concrete W = 13-'/4" roof tile equipped with two nail holes. For Thickness = K" mechanical, mortar or adhesive set applications. Trim Pieces 1= varies TAS 112 Accessory trim, concrete roof pieces for use at w = varies hips, rakes, ridges and valley terminations. varying thickness 2.1 1L4NUFACTURING LOCATION 2.1.1. Okeechobee, FL. 2.2 EVIDENCE SUBMITTED Test Aacv_ Teet Identifier Test Nume/Report Date IBA Consultants, Inc. 2421-94 ASTM C 1167 June 2006 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix Ill TAS 102 Bc 102(A) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nail -On) Redland Technologies P09647-01 Wind Tunnel Testing Aug. 1994 TAS 108 (Mortar Set) Redland Technologies P0402 Withdrawal Resistance Sept. 1993 Testing of screw vs, smooth shank nails NOA No.: 11-0414.08 Lrxpiratton Date: 07/13/16 Approval Date: 06/02/11 Page 2of7 L'd £b6929b2L1LT:01 :WOad H8£:01 SL02-9L-Nnr The Center for Applied 94-083 Static Uplift Testing April 1994 Engineering, Inc. TAS 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) The Center for Applied 25-7094-(3, 6 & 9) Static Uplift Testing Oct. 1994 Engineering, Inc. TAS IO2 The Center for Applied 25-7120.(1 & 2) Static Uplift Testing Nov. 1994 Engineering, Inc. TAS 102 The Center for Applied 25-7183-(3 & 4) Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 The Center for Applied 25-7214-(3, 4, &7) Static Uplift Testing March,1995 Engineering, Inc. TAS 102 The Center for Applied 25-78044 Static Uplift Testing Sep. 1996 Engineering, Inc. TAS 102 Colotex Corporation 520111-3 Static Uplift Testing Dec.1998 Testing Services TAS 101 CelotexCorporation 520191-2-1 Static Uplift Testing March 1999 Testing Services TAS 101 Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 1999 Walker Engineering, Inc. Calculations Restoring Moment June 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 in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A', Such testing shall be submitted to the Building and Neighborhood Compliance Department — Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 heroin. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. NOA No.: 11.0414.08 Expiration Date: 07/13/16 Approval Date: 06/02/11 Page 3 of e'd £b6929b21LT:01 :WOad ti6£:OT ST02-9T-Nnf 4. INSTALLATI®Pi 4.1 Entogra Sales, Inc.'s Bella "High S" concrete roof the 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 Profllo Weight-W (Ibf) Longth-1(R) Wldth-w (ft) Bella "High S" Tile 10.5 1 1.376 1.08 Table 2: Aerodynamic Multi Ilere -A ft Tile Profile A ( ) Batten Application A (ft ) Direct Deck Application Bella "High S" Tile 0.349 0.378 Table 3: Rauturing Moments due to Gravity - Ma 4ft-lb Tile Profile 2":12" 3":12" 4":12" 611:12" 811:12" Greater than T':12" Bella "High S" Tile Battens Direct I Deck Battens I Direct I Deck Battens I Direct I Deck Battens I Direct I Deck Battens Direct Deck Battensl Direct I Deck 6.18 1 6.89 1 6.11 I 8.e0 I 6.99 1 6.67 1 5.85 6.51 5.68 1 8:33 6.60 1 .13 Table 4: Attachment Realatanco Expressed As a Moment - Mr (ftdbf) for Nail -On Systems Fastener Type Direct Deck (min 15132" plywood) Direct Deck (min.19/32" plywood) Battens F"aHlegh 2-10d Rin Shank Nails 28.6 41.2 19.4 1-10d Smooth or Screw Shank Nail 6.1 16;8 2.8 2-10d Smooth or Screw Shenk Nails 6.9 9.2 7.3 1 #8 Screw 20.7 20.7 18.1 2 08 Screw 43.2 43.2 29.8 1-10d Smooth or Screw Shank Nail Field Clip) 23.1 23.1 19.0 1-10d Smooth or Screw Shank Nail Eave Clip) 29.3 29.3 24.0 2-10d Smooth or Screw hank Nslls Field Cli 27.6 27.6 38.6 2-10d Smooth or Screw Shank Nails Eave Clip) 38.1 38.1 41.8 2-10d Rin Shank Nails 33.1 48.1 50.9 1. Installation with a 4" the headlaP and fasteners are located a min. of 2W from head of file: �I'NRUVEU NOA No.: 11-0414.09 Expiration Date: 07/13/16 Approval Date: 06/02/11 Page 4 of 7 6'd £6692962L1T:01 :WMJd ti6£:0T ST02-9T-Nilf Table 5: Attachment Resistance Expressed as a Moment Mr (ft-lbf) forTvio Patty Adhesive Set >3 stems Tile Tito Application minimum Attachment I Profile Resistance Bella "High S" Tile Adhesive 29.3 1 See me urecturea component: approval for Installation r uiremente. 2 Flexible Products company Tllasond Average weight per patty 10.7 grams. Polyfoarn Product Ino. Average weight Ear patty 0 atoms. Table 6: Attachment Resistance Expressed as a Moment - flit (ft-lbf) for Sin le_Eg_q Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Bella "High S" The lyfoam Pol ProTm 68.6 Polyfoam Pol ProTm 38.74 3 Le e e lecementof83 rams of Pal ProT^`. 4 Medium a Iacement of 24 tame of Pol Prow. Table 7: Attachment Resistance Expressed as a Moment - Mr (ft-lbf) for Mortar Set Systems Tile Profile Tile A Ilcetlon Attachment Resistance Belle "High $" The Morten Set 24.5 6 Tlle•Tite Roof Toe Mortar. uraaoeEo =t-�r ;* NOA No.:11-0414.08 Expiration Dale: 07/13/16 Approval Dale: 06/02/11 Page 5 of 7 0T'd £b69Z962LLT:01 :WOad b6E:OT ST02-9T-Nnf S. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen in detail below, or following statement: "Miami -Dade County Product Control Approved". OR ENTE(BRA SALES BELLA "HIGH S" CONCRETE TILE LABEL (LOCATED UNDERNEATH TILE) 6. BUILDING PEIBMff REQUMEMEN'I'S 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.E Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. 4.P�A'OVE4. _ NOA No.: 11-0414.08 Espiratlon Date: 07113/16 Approval Date: 06/O2/11 Page 6 of 7 TT'd £b6929t7222T:01 :WOad Wt0 :OT ST02-91-Nnf PROFILE DRAWING M M END OF THIS ACCEPTANCE nreeeYm - NOA No.: 11-0414.08 Expiration Data: 07/13/16 Approval Date: 06/02/11 Page 7 of 7 2T'd £0t,929b2LLT:01 :WONJ H0t,:OT ST02-9T-Nnr APPROVED ASSEMBLIES Membrane Type: SBS Deck Type 11: Wood, Insulated Deck Description: 19132" 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: FireOut Fire Barrier Coating,VersaShieieFire-Resistant Roof Deck Protection (optional) or Securoce Gypsum -Fiber Roof Board. Anchor sheet: GAFGLAS® 480 Ultimo Base Sheet, GAFGLAS® Stratavene Eliminator Nailable Venting Base Sheet, Ruberoid® 20, RuberoiO SBS Heat -Weld Smooth or Ruberoid® SBS Hcat-Weld„ 25 base sheet mechanical ly fastened to deck as described below. Fastening GAFGLAS® Ply 4, GAFGLAS® FlexPlyw 6, GAFGLAS® 075 Base Sheet or any Options: of above anchor sheets attached to deck with approved annular ring shank nails and tirmaps 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 -Terry 412 Fastener, Drill -Terry 414 Fastener or Drill -Terry XHD Fastener and Drill -Terry 3" Steel Plate, Drill - Tee ry AccuTrae Flat Plate or Drill -Tee AccuTrac Recessed Plate installed 12" o.c. in 3 rows. One row is in the 2" side lap, The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure-45 psf. See General Limitation #7) GAFGLAS® FlexPlyry 6, GAFGLAS® #75 Base Sheet or any 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 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure-S2.5 psf. See General Limitation #7) GAFGLAS®#80 Ultimary Base Sheet, Ruberoid®20, Ruberoiemop Smooth base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. 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' 412 Fastener, Drill-Tee414 Fastener or Drill-Tec" � XHD Fastener and Drill -Terry 3" Steel Plate, Drill -Terry AccuTrado Flat Plate or Drill-Tec' AccuTrac® Recessed Plate installed 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows ate equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure-60 psf. See General Limitation 97) NOA No..,14-0611.01 Expiradon Date: 11/06/15 Approval Dote: MOM Page 7 of 29 £T'd £bb9296221 1:01 :140NA H0t7:0T ST02-91-Nnr i WOOD BECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAe Ply 4 and GAFGLAe Fle%Ply Tm 6 when used as a mechanically fastened base or anchor sheet. X gypsum board is acceptable to be installed 2. Minimum 1/4"DensDeck® Roof Board or'/," Type 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 lbsJsq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shal I be 4' x 4' maximum. applications over closed cell 4. An overlay and/or recovery board insulation panel is required on all 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 IZ .in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of 45 psf. value of 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) 2751bf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 Ibf insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by ELFlorida Registered Engineer, Architect, or Registered Roof Consultant maybe submitted. Said revised fastener spacing shal I utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in Compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (Wlten'this limitation is spedncany referred within this NOA, General Limitation 99 will not be applicable.) 8. All attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS l 11 and applicable wind load requirements. 9. The maximum designed pressure. limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and comers). (When this limitation is speeffically referred within this NOA, General Limitation #7 win not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 14-0611.0 t Ezpirstian Date: 111061IN tsartwanec Approval Date: 11/06/14 Page 29 of 29 bt'd £bb929b2LLL:0i :WONJ tl0t7:0S S102-9T-Nflf "0 MIMIAMI, EME I BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION OF Entegra Roof Tile, Inc. 1289 NE 9t° Ave. Okeechobee, FL. 34972 SCOPE: BUILDING DIVISION REVIEWED FOR COMPLIANCE. REVII DATE MUST BE KEPT ON JOB NO I SPE TIQN WILL BE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 �--� www.miamidade.eov1lmildhrel BCANNEI BY St. Lucie & This NOA is being issued under the applicable of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction . (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. (DESGRIPrTION: Bella" iih S:tTHe FILE 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. CONCEALED FASTENERS OR ATTACHIdM TM.* NOA # 09 0512 15 d f 1 thr 7 s renews - . an consrsts o pages ough The submitted documentation was reviewed by Alex Tigera. ARE THE RESPONS�9�LI1Y OF THE THESE Pj2d �L ORP PoSf10 WORK CONiRACTOROFRECORD NOA Na.: 11-0414.08 MIAMAQADECOUNTr AFE SUBJECT 0 ANY COF3SgECTIONS Expiration Date: 07/13/16 REQUIRED BY MELD 1NSPSCIORS THAT Approval Date:Page MAY BE NECi:Smy im ()no '9 TO 1 o/f7 COMPLY WITH ALL APPLICABLE CODES. so DESIGN LOAD CRITERIA DESIGN LOADS PER THE FLORIDA EXISTING BUILDING CODE, 2010 EDITION DESIGN CRITERIA PER ASGE'I ULTIMATE WIND SPEED REGION, V(ult)_.-.__--ITO MPH NOMINAL WIND SPEED REGION, V(ascU__.- .._..132 MPH WIND BORNE DEBRIS REGION ENGL05W STRUCTURE BUILDING HEIGHT < 40 FT RR15K GA PITCTE60RY b II INTERNAL PRE55URE GOEFF. t OJ8 EXPOSURE B HEIGHT 4 EXPOSURE GOEFF. I.Oq END ZONE 15 WITHIN A DISTANCE OF (o) = q FT FROM BUILDING CORNERS. FASTENER SCHEDULE PER 10 Ll� CALCULATIONS FOR GAF RUBEROUY MODIFIED BITUMEN ROOF SYSTEM FOR WOOD DECKS GAFGLAS 180 BASE SHEET ATTACHMENTS UNDER TILE ROOF INOA No. 14-08ri01 EXPIRES 11/6/15) CALCULATIONS BASED ON THE ROOFING APPLICATION STANDARD (RAS 1fl) GENERAL LIMITATION /7 YL.. ►/Y .1 d.Wr. i� : :r � r � ��rr.:� B) FASTEN BASE SHEET WITH APPROVED ANNULAR RING SHANK NAILS AND TIN GAPS C) KNOMAI I OF FASTENERS PER 10 LIN FT: 34 (q' O.C. 0 THE 4' LAP 4 (2) 5TAJW ROWS ® q' OL. IN FIELD) MAX DESIGN PRE55URE = -60 P5F AS PER NOA ZONE 1 & 2 USE 3q FASTENERS PER 10 LINEAR FEET M ZONE 3 USE 60 FASTENERS PER 10 LINEAR FEET .'r m1n;:- r AR 31701g S1• ` < N A11) ?/ e CG4nrY, F( ALLOWABLE UPLIFT -q2 P5F > REGD -86 PSF ANCHOR SHEET SHALL BE FASTENED o 6' OL. IN THE LAP 4 TWO 5TA66ERED ROMS ® b' OL. ENTEGRA ROOF TILE BELLA 'HIGH S' TILE (NOA 114414.08 EXPIRES 7/13/10) REQUIRED RESISTANCE UPLIFT MOMENT BASED ON FRSA/TRI TABLE 4A FASTENED W/ 3M 2-COMPONENT FOAM ROOF TILE ADHESIVE AH-160 CALCULATIONS FOR GAF RUBEROUY MODIFIED BITUMEN ROOF SYSTEM FOR WOOD DECKS GAFGLAS 180 BASE SHEET ATTACHMENTS UNDER TILE ROOF INOA No. 14-08ri01 EXPIRES 11/6/15) CALCULATIONS BASED ON THE ROOFING APPLICATION STANDARD (RAS 1fl) GENERAL LIMITATION /7 YL.. ►/Y .1 d.Wr. i� : :r � r � ��rr.:� B) FASTEN BASE SHEET WITH APPROVED ANNULAR RING SHANK NAILS AND TIN GAPS C) KNOMAI I OF FASTENERS PER 10 LIN FT: 34 (q' O.C. 0 THE 4' LAP 4 (2) 5TAJW ROWS ® q' OL. IN FIELD) MAX DESIGN PRE55URE = -60 P5F AS PER NOA ZONE 1 & 2 USE 3q FASTENERS PER 10 LINEAR FEET M ZONE 3 USE 60 FASTENERS PER 10 LINEAR FEET .'r m1n;:- r AR 31701g S1• ` < N A11) ?/ e CG4nrY, F( ALLOWABLE UPLIFT -q2 P5F > REGD -86 PSF ANCHOR SHEET SHALL BE FASTENED o 6' OL. IN THE LAP 4 TWO 5TA66ERED ROMS ® b' OL. ENTEGRA ROOF TILE BELLA 'HIGH S' TILE (NOA 114414.08 EXPIRES 7/13/10) REQUIRED RESISTANCE UPLIFT MOMENT BASED ON FRSA/TRI TABLE 4A FASTENED W/ 3M 2-COMPONENT FOAM ROOF TILE ADHESIVE AH-160 MAX RESISTANCE REGNIIRED RESISTANCE ATTACHMENT 665 FT-LBF 2q2 FT-LBF LARGE PATTY 4 (U RINS%M NAIL ��.nu>►�ryr PEG AN rly No 0 A - M.ENGINEERING; INe. ST. LUCIE CATHOLIC CHURCH pARRISH HALL - 425 SW IRVING ST. PORT ST. LUCIE, FLORIDA - - _ mnotue - - 32715 ,nl,�,l!da,I�a�wanwro� Rep "Ildr w mry camml vceroln, wunoNem,® n��.d•�� meN. mE mw Ea umlxllo legm acorn 15-134 [ Consulting Slruclurd Engineer 2030 371h AmiiIx ' ° Vem Baucn. FbAtla 329E0, Fl�mio )i26dV.1]6) {mc1R669A0I1 °° m M. TR CNC w. ➢IIE CALCS FOR ROOF ATTACH: TILE ROOF flREi lA: SK-2 ., 2 mm bV ML En9lnaarin0. Ina.' N M ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Concrete Deck Tyne: Wood 1. SCOPE This approves a roofing system using Entegra Bella "High S" concrete roof tile as manufactured in Okeechobee, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Bella "High S" L = 16 %" TAS 112 High profile, interlocking, extruded concrete W = 13 'I' roof tile equipped with two nail holes. For Thickness = %z" mechanical, mortar or adhesive set applications. Trim Pieces 1= varies TAS 112 Accessory trim, concrete roof pieces for use at w = varies hips, rakes, ridges and valley terminations. varying thickness 2.1 MANUFACTURING LOCATION 2.1.1. Okeechobee, FL. 2.2 EVIDENCE SUBMITTED Test Agency IBA Consultants, Inc. Redland Technologies Redland Technologies Redland Technologies . Redland Technologies Test Identifier 2421-94 7161-03 Appendix III Letter Dated Aug. 1, 1994 Test Name/Reyort ASTM C 1167 Static Uplift Testing TAS 102 & 102(A) Wind Tunnel Testing TAS 108 (Nail -On) P09647-01 Wind Tunnel Testing TAS 108 (Mortar Set) P0402 Withdrawal Resistance Testing of screw vs. smooth shank nails Date June 2006 Dec. 1991 Aug. 1994 Aug. 1994 Sept. 1993 NOA No.: 11-0414.08 MuuNb ECOU TY Expiration Date: 07/13/16 • • • e i Approval Date: 06/02/11 Page 2 of 7 N M The Center for Applied 94-083 Static Uplift Testing April 1994 Engineering, Inc. TAS 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) The Center for Applied 25-7094-(3, 6 & 9) Static Uplift Testing Oct. 1994 Engineering, Inc. TAS 102 The Center for Applied 25-7120-(1 & 2) Static Uplift Testing Nov. 1994 Engineering, Inc. TAS 102 l The Center for Applied 25-7183-(3 & 4) Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 The Center for Applied 25-7214-(3, 4, &7) Static Uplift Testing March, 1995 Engineering, Inc. TAS 102 The Center for Applied 25-7804-4 Static Uplift Testing Sep. 1996 Engineering, Inc. TAS 102 Celotex Corporation 520111 3 Static Uplift Testing Dec. 1998 Testing Services TAS 101 Celotex Corporation 520191-2-1 Static Uplift Testing March 1999 Testing Services TAS 101 Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 1999 Walker Engineering, Inc. Calculations Restoring Moment June 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 in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A', Such testing shall be submitted to the Building and Neighborhood Compliance Department — Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope O unless stated otherwise by the underlayment material manufacturers published literature. 3.6 DThis acceptance is for wood deck applications. Minimum deck requirements shall be in ® compliance with applicable building code. y NOA No.:11-0414.08 Expiration Date: 07/13/16 Approval Date: 06/02/11 Page 3 of 7 M 4. INSTALLATION 4.1 Entegra Sales, Inc.'s Bella "High S" 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 Welght-W (lbf) Length-1(ft) Width-w (ft) Bella "Hi h S" Tile 10.5 1 1.375 1.08 Table 2: Aerod namic Multipliers -A ft Tile Profile A ( ) Batten Application A (ft ) Direct Deck Application Bella "High S" Tile 0.349 0.378 Table 3: Restoring Momenta due to Gravity - M ft-Ib Tile Profile 2":12" VAX' I V%12" 6":12" 6":12" I Greater than T"" :12 Bella "High S" Tile Battens I Direct I Deck I Battens I Direct I Deck Battens I Direct Deck Battens Direct Deck Battens i_rect Battens Direct Deck ec 6.19 6.89 6.11 6.80 5.99 6.67 5.85 1 6.61 1 5.66 !0 5.50 1 6.13 Table 4: Attachment Resistance Expressed as a Moment - Mr (ft-lbf) for Nall -On Systems Tile Profile Fastener Type Direct Deck (min 15132" plywood) Direct Deck (min.19/321' plywood) Battens Bella "Hi- 2-10d Rin Shank Nails 28.8 41.2 19.4 S° Tile 1'1Od month or Screw Shank Nail 5.1 618 2.8 2-1 Od Smooth or Screw Shank Nails 6.9 9.2 7.3 1 #8 Screw 20.7 20.7 18.1 2 #8 Screw 43.2 43.2 29.8 1-1 Od Smooth or Screw Shank Nail jFleld Clip) 23.1 23.1 19.0 1-1 Od Smooth or Screw Shank Nail Eave Clip) 29.3 29.3 24.0 2-10d Smooth or Screw Shank Nails Field Clip) 27.6 27.6 38.6 2-1 Od Smooth or Screw Shank Nails Eave Clip) 38.1 38.1 41.8 2-10d Ring Shank Nails 33.1 48.1 50.9 1. Installation with a 4"tile headlap and fastemers are located a min. of 2'W from head of tile: APPROVED NOA No.: 11-0414.08 Expiration Date: 07/13/16 Approval Date: 06/02111 Page 4 of 7 so Table 5: Attachment Resistance Expressed as a Moment Mr (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment I Resistance Bella "High S" Tile Adhesive 29.3 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TIIeBond Average weight per patty 10.7 grams, Polyfoam Product Inc. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a.Moment - Mt (ft-lbf) for Single Patty, Adhesive Set Systems Tile Profile Tile Application Minimum Attachment I Resistance ells "Hr h S°` ile1121bi`. a4mIP-0 `e FOM (66f5 Pol oam Pol ProTM 38.7 3 Large patty placement of 03 rams of Pol ProTM. 4 Medium patty placement of 24 rams of Pol Prow. Table 7: Attachment Resistance Expressed as a Moment - Mr (ft-lbf) for Mortar Set Systems Tile Profile Tile A Iication Attachment Resistance Bella "High S" Tile Mortar Set 24.5 5 Tile -rite Roof Tile Mortar. NOA No.: 11-0414.09 Expiration Date: 07/13/16 Approval Date: 06/02/11 Page 5 of 7 M so 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen in detail below, or following statement: "Miami -Dade County Product Control Approved". OR g ENTEURR,` ENTEGRA SALES BELLA "HIGH S" CONCRETE TILE LABEL (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. NOA No.: 11-0414.08 MIAMI•DADE COUNTY Expiration Date: 07/13/16 Approval Date: 06/02/11 Page 6 of 7 00 00 PROFILE DRAWING END OF THIS ACCEPTANCE NOA No.: 11-0414.08 Expiration Date: 07/13/16 Approval Date: 06/02/11 Pagel of DESIGN LOAD CRITERIA DB16N L.OAD5 PER THE FLORIDA EXI5TIN16 BUILDIN6 CODE, 2010 EDITION DE516H CRITERIA PER A5CE'I ULTIMATE WIND SPEED REGION, V(VIL)._.—._..110 MPH NOMINAL WIND SPEED REGION, V(asci). _ ._.._.132 MPH WIND BORNE DEBRIS RE61ON ENCLOSED STRUCTURE BUILDING HEI6HT < 40 FTROOF SCAIVNtL PITCH FLAT R15K CATE60RY II BY INTERNAL PRE55M GOEFF. t 0.1& St. Lucie On, EXP05URE B HE16HT I EXP05VRE GOEFF. 1.09 END ZONE 15 WITHIN A DISTANCE OF W = 9 FT FROM BUILDING CORNERS. FASTENER SCHEDULE PER 10 LINEAR FT ZONE DESIGN PRESSURES NO. OF FASTENERS AL10WA5LE FASTENER 5P LAP WA WA WA WA MITTING 2 WA WA WA WA WA °unt-A FL 3 -8b 613 -93 b° O.G. (2) STAGGERED ROWS 05' O.G. al *`� CALCULATIONS FOR GAF RUBEROID MODIFIED BITUMEN ROOF SYSTEM FOR WOOD DECKS 9 GAFGLAS 075 BASE SHEET ATTACHMENTS AT FLAT ROOF AREAS (NOA No. 14-0811.01 EXPRIES 11/8 CALCULATIONS BASED ON THE ROOFING APPLICATION STANDARD (RAS 117) GENERAL LORTATION /7� A) MWN # OF FASTENlER5 = UNKN0WN # OF FA5TENER5 MAX. DE516N PRE55M ELEVATED DE516N PRESSURE B) FASTEN BASE SHEET WITH APPROVED ANNULAR RING SHAM% NAILS AND TIN CAPS G) KNOWN # OF FA5TENER5 PER 10 LIL FT: 33 (9' OL. 0 THE LAP 8 (2) 5TA66ERED ROWS ® 12' O.G. IN FIELD MAX DE516H PRE55URE = -45 P5F A5 PER NOA ZONE 3 USE b8 FASTENERS PER 10 LINEAR FEET 33 = X 45 86 X = 0.1 FASTENERS ALLOWABLE UPLIFT -013 PSF ) REGV -86 P5F ANCHOR SHEET SHA LL ALL BE FA5TENED ® b' OL. IN THE LAP A TWO 5TA66ERED ROWS 0 5' O.G. THES: MIS AND ALL PROPOSa"D WORK ARE SUBJECT TO ANY COEDS ECTIONS REQUIRED BY PinD INSPECMRS THAT MAY BE NECE�tRY IN OfID" TO COMPLY WITH ALL APPLICABLE CODES. 'ST. LUCIE CATHOLIC CHURCH 1--- imw. PARRISH HALL - 425 SW IRVING ST. PORT ST. LUCIE, FLORIDA "" E`CALCS FOR ROOF ATTACH: FIAT ROOF .��•�P�� ANTyO'•.. .ti e. m No O T\ o '1 w 3-27-15 m° 15-134 m a. TR cxccrmer: wp SK-1 « 2 ►MIAMI•� MIAMI-DADS COUNTY ►71 M PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONODIIC RESOURCES (RER) Miami, Florida 33175-2474. BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) mvw.miamidade.eov/economv GAF 1361 Alps Road Wayne, NJ 07470 FILE COPY 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 Rbe uroid®,Modtfied Brtumert Roof stem 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 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 peen 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 NOA renews and revises NOA No. 13-0424.14 and consists of pages 1 through 29. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 14-0611.01 Expiration Date: 11/06/15 Approval Date: 11/06/14 Page I of 29 APPROVED ASSEMBLIES �Membraae_Type:_____SBS' Deck_TypeaI: _^.�„Wootl,ansulated� Deck Description: 19132" or greater plywood or wood plank ,4iitem_Type A(i);_ Anchor sheef mechanically fastened; all-layersof insulation adhered With ?approved asphalt= All General and System Limitations shall apply. Fire Barrier: F1reOnt Fire Barrier Coating, VersaShield" Fire -Resistant Roof Deck Protection (optional) or Securoce Gypsum -Fiber Roof Board. Anchor sheet: GAFGLAS® 980 Ultima7 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 �TjAdiGLAS® Ply=4, GAFGLAS" F1exPly� 6',.GAFGLAS®#75:Base:Sheet oi_any Options: of above anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing.of Ti' o c.,atfhe lap staggered and in two "rows —j12°.o.c.imthefield. -- ,*(Maximum Design Pressure,-zO psf See General Limitations#7) GAFGLAS" Ply 4, GAFGLASs`F1exPly"' 6, GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tec" #12 Fastener, DHWTec'" # 14 Fastener or Drill-Tec' XHD Fastener and Drill-Tec'" 3" Steel Plate, Drill - Tee " AccuTrac Flat Plate or Drill-Tec7 AccuTraco Recessed Plate installed 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45psf. See General Limitation #7) GAFGLAS® FlexPly" 6, GAFGLAS® #75 Base Sheet or any 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 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf. See General Limitation #7) GAFGLAS® 480 Ultima" Base Sheet, Rubcroid020, RuberoieMop Smooth base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of V o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressu re —60psf. See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tec" 912 Fastener, Drill-Tec" #14 Fastener or Drill-Tec' XHD Fastener and Drill -Tee" 3" Steel Plate, Drill-Tec AccuTraco Flat Plate or Drill-Tec" AccuTrae Recessed Plate installed IT' 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) NOA No.: 14-0611.01 FIV Expiration Date: 11/06/15 �yApproval Dale: e 7 of Itl� Page 7 6 29 Fastening Any of above anchor sheets attached to deck approved annular ring shank nails Options: and 3" inverted Drill-Tec"' insulation plates at a fastener spacing of 9" o.c. at the (Continued) 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 412 Fastener, Drill-Tec'" #14 Fastener or Drill-Tecw XHD Fastener and Drill-Tec" 3" Steel Plate, Drill-Tec AccuTrac Flat Plate or Drill-TecTM AccuTraco 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 Fasteners Fastener (Table 3) Density/fts EnergyGuarC Polyiso Insulation, EnergyGuard m Polyiso RA Insulation, EnergyGuard7 Polyiso RN Insulation, EnergyGuard IRA Composite Polyiso Insulation Minimum 1" thick N/A N/A StructodeV High Density Fiber Board, EnergyGuard'" Perlite Recover Board Minimum''/2" thick N/A N/A EnergyGuard"" Perlite Roof Insulation Minimum '/Vthick 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 20-401bs./100 ft. Please refer to Roofing Application Standard RAS 117for 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® Stratavene 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 Sheets (Optional) Install one ply of GAFGLASe #75 Base Sheet, GAFGLAS #86 Ultima Base Sheet, GAFGLAS® Ply 4, GAFGLAS F1exPly 6, GAFGLAS® Stratavent® Eliminator Perforated Venting Base Sheet (laid dry), Ruberoida Mop Smooth, Ruberoid® 20, Ruberoid® SBS Heat -Weld' Smooth or Ruberoid® SBS Heat -Weir 25 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 IbsJsq. (See General Limitation 04). ( Ply -Sheet:. W (Optional) One or more plies GAFGLAS® Ply 4, GAFGLAS® FlexPly'" 6 `� r;AFGT.AS® #80 I Tltima Base Sheet Ruberoid® Moo Smooth; Ruberoid®20- arwa:rare ortu--4u.iosjsq._ __- + Membrane: I, One or more plies of Ruberoid® 20, Ruberoie 30, RuberoieEnergyCap- 30 FR SBS Membrane, Ruberoid' 30 FR, Ruberoid® Mop Smooth, Ruberoid Mop 170 FR Ruberoid® Mop Granule', RoofMatchT 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.: 14-0611.01 1 Expiration Date: 11/06/15 1 FILE COPY Approval Date: 11/06/14 WOOD DECK SYSTEM UmTATIONS: 1 A slip sheet is required with GAFGLASO Ply 4 and GAFGLAS® FlexPly ' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/," DensDeck® Roof Board or '/n" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIlYIITATIONS: l . 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 IT in each ribbon to allow cross ventilation. Asphalt application of either system shall be at minimum rate of 12 lbsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 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 spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. r— _ - ! 7INefibfeter -din d comer areas shall comply vcnth the enhanced uplift presswe regmrements.of these S. areas. Fastener densities shalYbe increased for both'insulationandbase sheet as cm as -calculated 1- --� =compliance withRoofing'Application Standard RAS 117. Calculations.prepared, signed and -sealed , by a Florida registered Professional' Engineer, Registered Architect, or Registered'Roof Consultant, (When this limitation is specifically referred.within thts _NQA, General Lunitation #9wilinot _-__be.applicable.)­- -- ---u 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and comers). (When this limitation is specifically referred within this NOA, General Limitation #7will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule61 G20-3'of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 14-0611.01 MIAMFOADECOUWrY ^0 Expiration Date: 11/06/15 FILE PY Approval Date: 2911/06114 of29 Page 29 of 29