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HomeMy WebLinkAboutAPPROVED NON-IMPACT APPROVALS MIAMI. �E MIAMI-DADE COUNTY MM 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.miamidade.2ov/economy Seves Glass Block,Inc. 10576 Broadview Road Broadview Heights,OH 44147 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, prepared by the manufacturer, signed and sealed by Hermes F.Norero,P.E. on 04/25/2017,bearing the Miami-Dade County Product Control renewal 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 renews NOA#17-0821.13 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No. 18-0725.05 MIAM4DAD6 coutaTr Expiration Date: August 9,2022 �t Approval Date: September 6,2018 : Page 1 �gp f Seves Glass Block,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous NOA's A. DRAWINGS "Submitted under NOA #15-0217.12" 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 #07-0626.10" 1. Test reports on 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of Premiere Series(4"thick) and Solid VISTABRIK(3"thick) Glass Block,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 "Submitted under NOA #15-0217.12" 1. Statement letter of code conformance to the 5'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. Carlos M.Utrera,P.E. Product Control Examiner NOA No. 18-0725.05 Expiration Date: August 9,2022 Approval Date: September 6,2018 E- 1 Seves Glass Block,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence submitted under NOA# 17-0821.13 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, prepared by the manufacturer, signed and sealed by Hermes F. Norero, P.E. on 04/25/2017. B. TESTS 1. None. C. CALCULATIONS 1. Product Evaluation Report No. 4741, prepared by Building Drops, dated 04/12/2017, signed and sealed by Hermes F.Norero, 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 6t'Edition(2017) FBC issued by Building Drops, dated 12/15/2017, signed and sealed by Hermes F.Norero, P.E. 2. Testing schedule letter issued by Intertek, dated 12/08/2017, signed by Vicki L. McElwain. 3. Agreement and bill of sale dated 08/24/2016. 4. Declaration of the ownership dated 12/01/2016. A e - #` Carlos M.Utrera,P.E. Product Control Examiner NOA No. 18-0725.05 Expiration Date: August 9,2022 Approval Date: September 6,2018 E-2 Seves Glass Block,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. New evidence submitted A. DRAWINGS 1. None. B. TESTS 1. Test reports on 1)Air Infiltration Test, per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of Premiere Series (4"thick) and Glass Block Window, prepared by Intertek, Test Report No. H8798.01-109-18, dated 06/04/2018, signed and sealed by Joseph A. Reed, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. None. G. OTHERS 1. Test proposal No. 17-0913. � t Carlos M.Utrera,P.E. Product Control Examiner NOA No. 18-0725.05 Expiration Date: August 9,2022 Approval Date: September 6,2018 E-3 STEEL,MASONRY OR WOOD STEEL,MASONRY OR WOOD REVISIONS FRAMING FRAMING REV DESCRIPTION DATE MORTAR JOINTS MORTAR JOINTS%"TO r"(TYP.) %"TO%"(TYP.) _ ca 12"x12"x4" s 12"x12"x4"(NOMINAL SIZE)OR SEE ANCHOR STEEL,MASONRY OR (NOMINAL SIZE) SMALLER GLASS BLOCK UNITS SCHEDULE, _ WOOD FRAMING T OR SMALLER EXPANSION STRIP&SEALANT AT SHEET 2 GLASS BLOCK w 4 JAMB&HEAD LOCATIONS(ONLY) SEALANT _ UNITS ' ASPHALT EMULSION GLASS BLOCK 4" (NOMINAL i i EXPANSION STRIP THEN MORTAR AT SILL THICKNESS) LOCATION PANEL ANCHOR ,`;j HOLLOW UNIT EXPANSION STRIP& co SEALANT AT JAMB& 4'-0"MAXIMUM WIDTH PANEL ANCHOR RESTRAINT z HEAD LOCATIONS (ONLY) DESIGN PRESSURE RATING DETAIL Z SCALE:3"=1'-0" q ±120.0 PSF ASPHALT EMULSION THEN MORTAR AT SILL 0�1 TO 4Y2" LOCATION SEE ANCHOR CLEAR OPENING SCHEDULE, STEEL,MASONRY OR SHEET 2 WOOD FRAMING CHANNEL 2N4�"x%" 6'-Q"MAXIMUM WIDTH EXPANSION STRIP (5063 T52 ALH) DESIGN PRESSURE RATING EXPANSION STRIP = z OR T ±75.0 PSF BACKER ROD OR SEVES GLASS BLOCK HOLLOW UNITS NOMINAL 4"THICK OTHER COMPRESSIBLE SEALANT MATERIAL GLASS BLOCK 4" FACE LARGE MISSILE SMALL MISSILE PRODUCT RENEWED (NOMINAL THICKNESS) as complying with the Florida SERIES PATTERNS NOMINAL DIM. THICKNESS IMPACT RESISTANT IMPACT RESISTANT Building Code HOLLOW UNIT NOA-No. 18-0725.05 CHANNEL RESTRAINT PREMIERE All patterns 12"x12"A"and all 0.187" No No Expiration Date 08/09/2022 All 4"thick(nominal) other smaller face (0,375"for 12"x12") DETAIL Glass Block sizes By Miami de Product Control SCALP:3°=1'-0" THICKSETO 60 All patterns 8"x8"x4"and all 0.375" No No All 4"thick(nominal) other smaller face Glass Block sizes ,`,1 fz�! �� ,�� N / Glass Block Mortar System THICKSET®9Q All patterns 8"x8"x4"and all 0.750" No Yes as complying with the Florida PRODUCT REVISED ��� �_�� 4" Thick HOIIoW Glass Block �. ,¢ All 4"thick(nominal) other smaller face Can be used without Building Code �� -+ O Glass Block sizes hurricane protection NOA-No. 17-0821.13 73778 above 30 ft.from grade Expiration Da 08/09/2018 SEVES GLASS BLOCK, INC. 10576 BROADVIEW ROAD ENERGY SAVINGS All patterns S'V"x4"and all 0.187" No No By � o H ;'4w BROADVIEW HEIGHTS, OH 44147 All 4 thick(nominal) other smaller face (With 0.125 Miami-D d Product Control ,, �� -..,,,• � ti� SCALE DWG.NO. REV Glass Block(with inserts) sizes glass insert) ter + P"oR , �'��1.1 112"- 1'-0" MORTAR-001 0 398 E� B D A EEP,CH LVD„ST4�3B D tiha�apy, t3 BY LMS DATE 03/16/201, SHEET 1 OF 4 FBPE CERT.OP AUTH6�2'ATION N0.29578 REVISIONS REV DESCRIPTION DATE SPECIFICATIONS (FOR NOMINAL 4" THICK HOLLOW GLASS BLOCK): • GLASS BLOCK UNITS: 12"x12"x4"(nominal size)or smaller(face dimensions), Glass block thickness must be minimum 4"nominal(3 78"actual). Glass block units may be colored,may have glass inserts with coatings(Energy Savings Glass Block),and may have metallic oxide coatings(Solar Reflective Coatings),as manufactured by Seves Glass Block. • MORTAR: Type"S"per ASTM C270, • REINFORCEMENT: Ladder Type,9-gauge,2"wide with butt-welded crosswires spaced at iT o.c.,hot-dipped galvanized or stainless steel,as available from Seves Glass Block Inc, Placement is at horizontal joints(only)at a spacing of no more than 16"o.c,vertically. Note: Placement of reinforcing for 12"xl Tx4"(nominal sized)glass block is at every horizontal joint, • PANEL ANCHORS: Hot-dipped galvanized 20-gauge perforated steel strips,24"long by 134"wide,or stainless steel 22-gauge perforated steel strips, 16"long by 13/"wide,as available from Seves Glass Block, Placement is at both jamb and head locations, See anchor schedule for specific anchor types and spacing. Note:Placement of panel anchors for 12"x12'V'(nominal sized)glass block I is at every joint up both jambs and across the head. Embedment of panel anchors into mortar joints shall be at least 12 inches. • CHANNELS: Aluminum(6063-T52ALH)2"x42"8",as available from Julius Blum&Co.,Inc.(1-800-526-6293),or equal, Placement is at both jamb and head locations. See anchor schedule for specific anchor types and spacing. EXPANSION MATERIAL: Polyethylene type,a a"thick,as available from Seves Glass Block. Placed at both jamb and head locations. i SEALANT: Silicone type. 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 100,1-800-526-4236),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) i t 48"x96" +801-80 PSF 2"FROM CORNER, 2"FROM CORNER, MAX.16"O.C. MAX- 16"O.C. 16"O.C. 16"O.C. (MIN.(2)ANCHORS PER LOCATION) (MIN. (2)ANCHORS PER LOCATION) 3 72"x96" +751-75 PSF 2"FROM CORNER, 2"FROM CORNER, MAX. 16"O,C, MAX. 16"O.C. 16"D.C. 112"O.C. (MIN.(2)ANCHORS PER LOCATION) (MIN.(2)ANCHORS PER LOCATION) PRODUCT RENEWED ANCHORAGE SCHEDULE as complying with the Florida Building Code SUBSTRATE MATERIAL DATA FASTENER MIN.EMBEDMENT(E) MIN.EDGE DISTANCE(E.D.) NOA-No. 18-0725.05 Expiration te08/09/2022 STEEL MIN. 18 GA. #10 SDS SAE GR.5 3 THREADS PENETRATION N/A fr=33 KSI SCREW(FLAT HEAD) BEYOND STEEL FRAMING By �> Miami-Da a Product Control CONCRETE MIN.fi=3000 PSI fs'O HILTI KWIK CON It 1" 2 2" >>ttii 1 l I I i t)//!! TITLE (FLATHEAD) ��� %f, Glass Block Mortar System MASONRY CONFORMS TOASTMC90 s PRODUCT REVISED .`� `�' -. � �� 4" Thick Hollow Glass Block /s G HILTI KWIK CON I1 1 21z as complying with the Florida GROUT CONFORMS TO (FLAT HEAD) Building Code ;' O NOA-No. 17-0821.13 = 7377B ASTM C476 MIN.GROUT = * SEVES GLASS BLOCK, INC. '. ft=2000 PSI Expiration D to 08/09/2018 OF F 10576 BROADVIEW ROAD w WOOD MIN,S.G.=0,55 #1D WOOD SCREW 1 1z" s „ By '�<v BgOADVIEW HEIGHTS, OH 44147 Miami- a Product Control FLAT HEAD SCALE DWG.NO. REV 1/2"= 1'-0" MORTAR-001 0 398 E,i5,KM1yy BqEACH BLVD,8�4�536 DAAIA!§ {iFlt3b�4 BY LMS DATE 03116/2012 SHEET 2 OF 4 FBPE CERT.OFAUTHOR(ZAT10N N0.29576 k i ;1 REVISIONS STEEL, MASONRY OR WOOD SEE ANCHOR STEEL,MASONRY OR REV DESCRIPTION DATE FRAMING SCHEDULE, _ WOOD FRAMING - - - SHEET 2 �^ MORTAR JOINTS SEALANT ❑ %"TOE"(TYP.) VISTABRIK® 3"SOLID UNIT i i EXPANSION STRIP 8"x8"x3"(NOMINAL i PANELANCHOR SIZE)OR SMALLER El (SOLID)GLASS SPECIFICATIONS (FOR NOMINAL 3" THICK SOLID GLASS BLOCK): BLOCK UNITS PANELANCHOR RESTRAINT DETAIL CD Ll GLASS BLOCK UNIT S: 8"x8"x3"(nominal size)or smaller(face dimensions). Solid glass block LU SCALE:3"=1'-0" must be minimum 3"thick,as manufactured by Seves Glass Block, MORTAR: Type"S"per ASTM C270. EXPANSION STRIP& 3%"TO 3%" • REINFORCEMENT: Ladder Type,9-gauge,1%"wide with butt-welded crosswires spaced at 16" SEALANT AT,IAMB& LEAR OPENING o,c.,hot-dipped galvanized or stainless steel,as available from Seves Glass Block Inc. Placement HEAD LOCATIONS SEE ANCHOR is at horizontal joints(only)at a spacing of no more than 16"o.c.vertically. f SCHEDULE, STEEL,MASONRY OR (ONLY) SHEET 2 WOOD FRAMING PANEL ANCHORS: Hot-dipped galvanized 20-gauge perforated steel strips,24"long by 1 4 F-11❑ CHANNEL 1%"x4"B" wide,or stainless steel 22-gauge perforated steel strips,16"long by 1 %"wide,as available from ASPHALT EMULSION (6063 T52 ALH) EXPANSION STRIP Seves Glass Block, Placement is at both jamb and head locations, See anchor schedule for THEN MORTAR AT SILL - z specific anchor types and spacing, Embedment of panel anchors into mortar joints shall be at least LOCATION EXPANSION STRIP { � OR 12 inches. BACKER ROD . CHANNELS: Aluminum(6063-T52ALH)1%"x4"W8" as available from Julius Blum&Co.,Inc. OR SEALANT (1-8D0-526-6293),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 VISTABRIK® s 3"SOLID UNIT EXPANSION MATERIAL; Polyethylene type, thick,as available from Seves Glass Block. CHANNEL RESTRAINT 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 80.0 PSF DETAIL sides. SCALE:3"=V-0" ASPHALT EMULSION: A water-based asphalt emulsion, by Karnak Chemical Corporation (Karnak 100,1-80D-526-4236),or equal. PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 18-0725.05 Expiration D te08/09/2022 FSEVES GLASS BLOCK INC. SOLED UNITS (NOMINAL) 3"THICK By Miami-Dad j FACE LARGE MISSILE SMALL MISSILE Product Control i SERIES PATTERNS NOMINAL DIM. THICKNESS IMPACT RESISTANT IMPACT RESISTANT TITLE VISTABRIKO Solid Units All patterns 8"x8"x3"and all 3"(nominal) No Yes ��i�''i /z/��, Glass Block Mortar System All 3"thick(nominal) other smaller face thick solid units Can be used without PRODUCT REVISED .� ��` �. 3 Thick Solid Glass Block sizes hurricane protection ••.. a as complying with the Florida above 30 ft.from grade Building Code - NOA-No. 17_0821.13 73 = SEVES GLASS BLOCK, INC. Expiration nAte 08/09/2018 1 * = 10676 BROADVIEW ROAD J3 : T TE F BROADVIEW HEIGHTS, OH 44147 Miami- a Product Control ��rtt.;: :'PCtf g DWG.NO. REv t \' S HEORS E.NOREA'O .q,�� ti _ 1 fi IDAP,E N �1' 1l2"- 1 -0 MORTAR-001 0 p�f DANIA 60)Ci ,FL�3QpI BY LMCJ DATE 03�1$�2�12 SHEET 3 OF 4 FBPE CE�2Y.DF Ii;k,110N NO.28578 _ r _- .C.. 3i wl'-.tv 56, � rYIBi , - �i�_nr�'<.�tari;si,r.. 1 };' �i'�i-r�F -�.:;.,�.,. � r� �3�� ��1��t _ .�?f�• '= r��v � f =[ .�: t1,�nl T • _ r k9�-•'.�_ �- :-..'ter. c MIS Yt �8§_ 7'"` 'z'�tirdi?..�rt•.t�'frit'�_ MW T' CI i 3 i briii IN Fit Wakit a. i - � � �`ta,� r�i�?}is��n ���.#Ta= � � _ �� � t,'_"• f�t� �#�l�'i� v�l� Ex paniwall t21 ggt _ - �`'�*� � M f itxl, lit } ; iFixr:�is> `` } � M itFsir' tfisc§ur.�� urroitne Motor M r ,:SI T r 4 r#+ixr (Tit tir .:�r3'rrra61— `��- _ ' °a 0W. ' OM r PANELANCHOR TO rR,•�-�1 ��r�. I T TITLE Glass Block Mortar System PRODUCT REVISED .� e S .,, R'� �'.- - Generic Construction Details - Isometric Views as complying with the Florida PRODUCT RENEWED Building Code F "• O as complying with the Florida NOA-No. 17-0821.13 7377g * SIEVES GLASS BLOCK, INC. Building Code Expiration to 08/ REVISIONS NOA-No. 18-0725.05 09/2018 OF w = 10576 BROADVIEW ROAD REV DESCRIPTION DATE Expiration DateO8/09/2022 By f �, BROADVIEW HEIGHTS OH 44147 Miami-ObdeProductControl ICU * SCALE DWG.N0, REV By Miami-D d Product Control 39���piP�-HP $�Dq �4 6e�+ NTS MORTAR-001 O T,Or �AAAAC4,��hTMVC).29578 BY �IYIJ DATE 03/16/2012 SKEET 4 OF 4 FBPE CERT.0 fit!