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Home My WebLink AboutNotice of Acceptance f ez 6)2 6 MIAMI-DADS 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)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miRmidadLgov/economy Pittsburgh Corning Corporation �_�e 800 Presque Isle Drive �dll Copy Pittsburgh,PA 15239 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. DESCRIPTION: 4"Thick Hollow and 3"Thick Solid Glass Block Systems with Mortar APPROVAL DOCUMENT: Drawing No.Mortar-001,titled"Glass Block Mortar System 4"Thick Hollow and 3"Thick Solid Glass Block",sheets 1 through 4 of 4,dated 03/16/2012 with revision 2 dated 11/18/2014,prepared by the manufacturer,signed and sealed by Hermes F.Norero,P.E.,bearing the Miami- Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Small Missile Impact Resistant(Thickset 90 and Vistabrik Series Only) 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 NOA revises NOA 912-0406.06 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No.15-0217.12 MCI AM _ Expiration Date: August 9,2017 Approval Date: April 30,2015 d¢�23 jZplS� Page 1 Pittsburgh Corning Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.Mortar-001,titled"Glass Block Mortar System 4"Thick Hollow and 3"Thick Solid Glass Block",sheets 1 through 4 of 4,dated 03/16/2012 with revision 2 dated 11/18/2014,prepared by the manufacturer,signed and sealed by Hermes F.Norero,P.E. B. TESTS "Submitted under NOA#07-062610" 1. Test report on Small Missile Impact Test per FBC TAS 201-94,Uniform Static Air Pressure and Air Infiltration Test per FBC TAS 202-94 and Cyclic Wind Pressure Loading per FBC TAS 203-94,prepared by Architectural Testing,Inc.,Test Report No. 66795.01-109-18,dated 06/19/2007,signed and sealed by Michael D. Stremmel,P.E. C. CALCULATIONS "Submitted under NOA#12-0406.06" 1. Anchor calculations prepared by Building Drops,dated 04/03/2012, signed and sealed by Hermes F.Norero,P.E. "Submitted under NOA#07-0626.10" 2. Channel and Fastener Calculations,prepared by Engineering Analytics,Inc.,dated 06/11/2007,signed and sealed by Carol D.Hays,Ph.D.,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 51h edition(2014)of the FBC and of no financial interest issued by Building Drops,dated 10/10/2014,signed and sealed by Hermes F.Norero, P.E. "Submitted under NOA#12-0406.06" 2. Statement letter of code conformance to 2010 FBC and of no financial interest,issued by Building Drops,dated 04/03/2012,signed and sealed by Hermes F.Norero,P.E. P4I�''�rS Carlos M.Utrera,P.E. Product Control Examiner NOA No.15-0217.12 Expiration Date: August 9,2017 Approval Date: April 30,2015 E- 1 STEEL,MASONRY OR WOOD STEEL,MASONRY OR WOOD REVISIONS FRAMING FRAMING REV DESCRIPTION DATE 1 CHANGESTO REFLECT NEW FLORIDA 03/16/12 MORTAR JOINTS MORTAR JOINTS Y4'TO Ye"(TYP.) BUILDING CODE AND RENEWEDNOA. Y"TO e°(TYP.) = 2 UPDATE TO 5TH EDITION OF FBC 11/18/14 cD w 12'x12°x4" = 12°x12°x4°(NOMINAL SIZE)OR SEE ANCHOR STEEL,MASONRY OR (NOMINAL SIZE) SMALLER GLASS BLOCK UNITS SCHEDULE, WOOD FRAMING OR SMALLER SHEET 2 EXPANSION STRIP&SEALANTAT = GLASS BLOCK o UNITS JAMB&HEAD LOCATIONS(ONLY) SEALANT PC@ GLASS BLOCK 1 1 ASPHALT EMULSION q°(NOMINAL i i PC@ EXPANSION STRIP THEN MORTAR AT SILL THICKNESS) I PCOPANELANCHOR IW._I EXPANSION STRIP& LOCATION HOLLOW UNIT Cn SEALANT AT JAMB& 4'-0'MAXIMUM WIDTH PANEL ANCHOR RESTRAINT ? HEAD LOCATIONS z (ONLY) DESIGN PRESSURE RATING DETAIL 4 ±120,0 PSF SCALE 3'=1'-0' " ASPHALT EMULSION THEN MORTAR AT SILL 41a TO4Y° LOCATION SEE ANCHOR CLEAR OPENING SCHEDULE, STEEL,MASONRY OR SHEET 2 WOOD FRAMING V-Y MAXIMUM WIDTH CHANNEL 2"x4Y°xY PC®EXPANSION STRIP (6063 T52ALH) DESIGN PRESSURE RATING PC@ EXPANSION STRIP ��TSEALANT 75.0 PSF OR BACKER RODOR PITTSBURGH CORNING GLASS BLOCKHOLLOWUNITS(NOMINAL)4"THICK OTHER COMPRESSIBLE MATERIAL p gLASS BLOCK4" FACE LARGE MISSILE SMALL MISSILE (NOMINAL THICKNESS) SERIES PATTERNS NOMINAL DIM. THICKNESS IMPACT RESISTANT IMPACT RESISTANT HOLLOW UNIT PREMIERE Allpallerns 12'Sd2"x4°anda0 0.187, No No CHANNEL RESTRAINT AII4"thick(nominal) other smaller face (0.375°for127x12°) DETAIL Glass Block sizes SCALE:3°=1'-0" THICKSET@ 60 All patterns 8°x8'x4"and a8 0.375' No No AII4"thick(nominal) other smaller face TITLE Glass Block sizes Glass Block Mortar System THICKSET@ 90 All patterns 8"x8°x4"and all 03501, No Yes JJI4°lhtck(nominal) olhersmalleriace can be used without �Wkhd1°FIM& "'yi%"' ; 411 Thick Hollow Glass Block Glass Block sizes hurricane protection ��evl.lw tw JS A217.•)Z , above 30 It.from grade E"� a 17 "' ' PITTSBURGH CORNING CORP. • 800 PRESQUE ISLE DRIVE ENERGY EFFICIENT All patterns B'x8°x4°and all 0.187, No No :.,t PITTSBURGH,PA 15239 AII4"Ihiek(nominal) other smaller face (WIlh0.125° SCALEowcFo IeEv Glass Block(with inserts) sizes glass Insert) :;x r:rB :. €`.' 1I2°=p,0 MORTAR-001 2 B7B' v yBaaol�la W�Isn�e FBPE GERT.BF AUT BABr' rXIIM. By LEA OAIE 0311612012 SHEET 1 OF 4 HOBB'AT ION NO.R9578 REVISIONS SPECIFICATIONS(FOR NOMINAL 4"THICK HOLLOW GLASS BLOCK): REV DESCRIPTION DATE 1 CHANGES TO REFLECT NEW FLORIDA 03/16/12 • GLASS BLOCK UNITS:12°xl2°x4"(nominal size)or smaller(face dimensions).Glass block thickness must be minimum 4"naminal(3�e actual),Glass block units maybe colored,may have BUILDING CODE AND RENEWED NOA fibrous glass inserts(IX inserts),may have glass inserts with coatings(Energy Efficient Glass Block),and may have metallic oxide coatings(Solar Reflective Coatings),as manufactured by Pittsburgh 2 UPDATE TO 5TH EDITION OF FBC 11/1a/14 Corning Corporation. • MORTAR:Type"S°per ASTM C270. • REINFORCEMENT:Ladder Type,9-gauge,2°wide with butt-welded crosswires spaced at 16°o.c.,hot-dipped galvanized or stainless steel,as available from Pittsburgh Coming Corporation. Placement Is at horizontal joints(only)at a spacing of no more than 16"o.c.vertically.Note:Placement of reinforcing for 12"x12"x4"(nominal sized)glass block is at every horizontal joint • PANEL ANCHORS:Hot-dapped galvanized 20-gauge perforated steel strips,24"long by 1 Y4'wide,or stainless steel 22-gauge perforated steel strips,16"long by 1%°wide,as available from Pittsburgh Corning Corporation,Placement is at both jamb and head locations.See anchor schedule for specific anchor types and spacing. Note:Placement of panel anchors for 12"xl2°x4°(nominal sized)glass block is at every joint up both jambs and across the head.Embedment of panel anchors into mortarjomb;shall beat least 12 inches. • CHANNELS:Aluminum(6063-T52ALH)Tx4Yz°xY",as available from Julius Blum&Co.,Inc.(1.800526-6293),or equal.Placement is at both jamb and head locations.See anchor schedule for specific anchor types and spacing. • EXPANSION MATERIAL:Polyethylene type,a"thick,as available from Pittsburgh Corning Corporation.Placed at both jamb and head locations. • SEALANT:Silicone We.Placed at both jamb and head locations and on both exterior and interior sides. • ASPHALT EMULSION:A water-based asphalt emulsion,by Karnak Chemical Corporation(Karnak 1100,1.800-526-4236),or equal. REQUIRED MINIMUM ANCHOR SPACING SIZE DESIGN PRESSURE ALUMINUM ANGLE 1 CHANNEL SPACING STEEL PANEL ANCHOR SPACING HEAD JAMBS HEAD JAMBS 48"x48° +1201.120 PSF 2"FROM CORNER, 2"FROM CORNER, MAX.16°O.C. MAX.16'O.C. 16"O.C. 11"O.C. (MIN.(2)ANCHORS PER LOCATION) (MIN.(2)ANCHORS PER LOCATION) 48"x96' +801.80 PSF 2"FROM CORNER, 2"FROM CORNER, MAX.16°O.C. MAX.16°O.C. 161 O.C. 16"O.C. (MIN.(2)ANCHORS PER LOCATION) (MIN.(2)ANCHORS PER LOCATION) 7746" +751-75 PSF 2"FROM CORNER, 2"FROM CORNER, MAX 16"O.C. MAX.16"O.C. 16,O.C. 11 Y"O.C. (MIN.(2)ANCHORS PER LOCATION) (MIN.(2)ANCHORS PER LOCATION) ANCHORAGE SCHEDULE SUBSTRATE1 MATERIAL DATA FASTENER MIN.EMBEDMENT(E) MIN.EDGE DISTANCE(E,D.) STEEL MIN.18 GA. #10 SDS SAE GR.5 3 THREADS PENETRATION NIA fr=33 KSI SCREW(FLAT HEAD) BEYOND STEEL FRAMING CONCRETE MIN.f•=30DO PSI i670 HILTI KWIKCON II 1° 2Y^ UTLE (FLAT HEAD) Glass Block Mortar System MASONRY CONFORMS TO ASTMC90 %e 0 HILTI KWIK CON 11 1° 2Y° PRODUCIrREvrSFD ;:;;;;fr'',::``'• 4" Thick Hollow Glass Block GROUTCONFORMSTO FLATHEAD l ) erica•.o•ar .�i>:,•:y,. �,r,';.,°<;;`<';�� ASTM C476 MIN.GROUT Ao•aPr�oe►a127 <i;. PITTSBURGH CORNING CORP. fc=2000PSI ` 800 PRESQUE ISLE DRIVE WOOD MIN.S.G.=0.55 fi10 WOOD SCREW 1 ?�'M1" '� �, 5 tYz° /^ ;;' PITTSBURGH,PA 15239 (FLATHEAD) "','; 'It''" %'n�Ii SCALE DWG.NO. HEV ar t 5"°gic 'Sn} 112.=1'-0" MORTAR.001 2 BY LBA IDATE 0311612012 SHEET 20F 4 REVISIONS STEEL,MASONRY OR WOOD SEE ANCHOR STEEL,MASONRY OR REV DESCRIPTION DATE FRAMING SCHEDULE, WOOD FRAMING 1 CHANGES TO REFLECT NEW FLORIDA 03/16/12 SHEET 2 BUILDING CODE AND RENEWED NOA MORTAR JOINTS SEALANT 2 UPDATE TO 5TH EDITION OF FBC 11/18/14 38'TO V(TYP.) PCOVISTABRIKO W SOLID UNIT PC®EXPANSION STRIP 8"x8"x3J'(NOMINAL i PC®PANEL ANCHOR SIZE)OR SMALLER (SOLID)GLASS PANEL ANCHOR RESTRAINT SPECIFICATIONS(FOR NOMINAL 3-THICK SOLID GLASS BLOCK). BLOCK UNITS DETAIL GLASS BLOCK UNITS:8"04'(nominal size)or smaller(face dimensions).Solid glass block SCALE:3"=1'-0" must be minimum W thick,as manufactured by Pittsburgh Corning Corporation. • MORTAR:Type"S"per ASTM C270. EXPANSION STRIP& 2P2 TO 3%" • REINFORCEMENT:Ladder Type,9-gauge,1%"wide with bull-welded crosswires spaced at 16" 4 SEALANT AT JAMB& SEE ANCHOR LEAR OPENING o.c.,hot-dipped galvanized or stainless steel,as available from Pittsburgh Corning Corporation. HEAD LOCATIONS SCHEDULE, Placement is at horizontaljoinls(only)at a spacing of no more than 16"o.c,vertically. ONLY STEEL,MASONRY OR (ONLY) SHEET 2 WOOD FRAMING PANEL ANCHORS:Hot-dipped galvanized 20-gauge perforated steel strips,24"long by 1/n" CHANNEL 1 Y"x4'yV wide,or stainless steel 22-gauge perforated steel strips,16'long by 1%"wide,as available from ASPHALT EMULSION (6063 T52 ALH) PC®EXPANSION STRIP Pittsburgh Corning Corporation.Placement is at both jamb and head locations.See anchor THEN MORTAR AT SILL PC@ EXPANSION STRIP #SEALANT schedule for speck anchor types and spacing,Embedment of panel anchors into mortar JointsLOCATION ORshall be al least 12Inches. BACKER ROD . CHANNELS:Aluminum(6063-T52ALH)1 Y'x4'&8",as available from Julius Blum&Co.,Inc. OR (1-800526-6293),or equal.Placement is at both jamb and head locations.See anchor schedule OTHER COMPRESSIBLE for specific anchor types and spacing. 4'-0"MAXIMUM WIDTH MATERIAL CO VISTABRIKO EXPANSION MATERIAL:Polyethylene type,Y8"thick,as available from Pittsburgh Coming CHANNEL RESTRAINT 3"SOLID UNIT Corporation.Placed at both jamb and head locations. DESIGN PRESSURE RATING • SEALANT:Silicone type.Placed at both jamb and head locations and on both exterior and interior 380.0 PSF DETAIL sides. SCALE:3"=1'-0" . ASPHALT EMULSION:A water-based asphalt emulsion,by Karnak Chemical Corporation (Karnak 100,1.800-526-4236),or equal. PITTSBURGH CORNING GLASS BLOCK SOLID UNITS(NOMINAL)3-THICK FACE LARGE MISSILE SMALL MISSILE SERIES PATTERNS NOMINAL DIM. THICKNESS IMPACT RESISTANT IMPACTRESISTANT TITLE VISTABRIKO Solid Units All patterns 8"x8'x3'and all T(nominal) No Yes c i- -:;, Glass Block Mortar System is J. All3'thick(nominal) sotherizes smaller face thick solid units Can be used without 3�r Thick Solid Glass Block sizes hurricane prolectlon 0-0"- �;';1?'.,i' above 30 8.from grade sdwyCO& N°�! tZ •' '""°j_.' r r`; ;° _.. ,=. PITTSBURGH CORNING CORP. 800 PRESQUE ISLE DRIVE PITTSBURGH,PA 15239 ,`'j? '�/�'�",,•I`•l��I• !``,f(. SCALE DWELL NO. REV p i e' 112'=1'-0' MORTAR-0 2 .6i;S.bANIa1161Ci166w.;STE.978 wXIA5F FLx�ooa BY FBPECERT.OF IRA unTe 03116l2012 sr¢Er 3 OF 4 TION N0.t35T• Lintel Plate Angle Fastener Lintel Plate PCs Panel Anchor PCs Expansion Strip 4'/i•4'!i Clear i Openng as, Metal Angle Sealant 'Chahnol,Fastener PC.Expansion Strip CO Expansion Strip ,� Ltnlal Plate Packing 41A'-41/:'Clear Opening 01 - - Material I Mahal 1'Min. X PC"Expansion Strip _ Sealant Lintel Plate SEE NOTE Channel _ Angle Fastener Melat.Angle PC Expansion Strip Sealant i SEE 1 NOTE PCr'Panel Anchor PC GlassEllock-LIN,' Pecking PC Glassetock"Unit Channel Material 1'Min. Restraint Detail sealant' __ _ __ NOTE: ,Pr PC Glasselock'Unit ______ This dimenslon Is delermined by the Angle d anticipated deflection of the struclural c 9 a Q member above the glass block. 8 Restraint Detail Sextant NOTE: a a This dimension Is determined by the PCs Expansion Strip b Q PC°Panel Reinforcing Metal Channel anticipated deflection of the structural member above the gloss block. PCs Panel Anchor Sealant d PCs Panel Reinforcing 1/4"Exp.Bolts Two Per Anchor 0 PC GlassBlock°Unit a PC"Expansion Strip—_ Mortar Channel Fastener--- PC GlassBlocks Unit a 0 PC"Panel Reinforcing '"^^ Mortar we'll framing shown here for MOrtHr o Illustrative purposes only. PC°Panel Reinforcing Wall fmming can beconcrete. Asphalt Emulsion Well framing shown here for t masonry,wood,steel or any Does P P Illustrative ur onI Mortar. i other structural surround. Wall Ira 9 Y , el min can ba concrete masonry,wood,stool or arty E other structural surround. � Asp Emulsion Asphalt m I I PANEL ANCHOR CHANNEL TYPE CONSTRUCTION RESTRAINT Glass Block Mortar System ONSTRUCTION 'R°°"�"�"� C '`' �' �I��do Generic Construction Details-Isometric Views Aoeegrce �J ^�•.l.;�•�, PITTSBURGH CORNING CORP. REVISIONS er r•;'.;., 800 PRESQUE ISLE DRIVE M IioAMOoctot ^' ' f ;'s: PITTSBURGH,PA 15239 REV DESCRIPTION DATE ''..fir`"' 1."•:"•. iJ :,'i SCALE DWG.NO. PEV 1 CHANGES TORERECTNEWRORIOA 03/02/12 . rsT}'iw�r,;;,; BUILDING CODE AND RENEWEDNOA NTS MORTAR-001 2 eBe:Q.WY,1 sLVa�A'R:sv 2 UPDATE TO 57H EDITION OF FBC 11/1,114 reveceh'r�CT I zesre By LOA °ATE 03102/2012 —ET 4 OF 4