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HomeMy WebLinkAboutNotice of Acceptance (2) File Copy MIAMI-DARE MIAMI-DADE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wwv.miamidade.gov/peral Mulia,Inc. 3414 South Garfield Avenue Commerce,CA 90040 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. DESCRIPTION: Glass Block Panels—N.I. APPROVAL DOCUMENT: Drawing No. 04-03,titled"Glass Block Panel Details", sheets 1 and 2 of 2, dated 01/23/2004,with revision D dated 04/20/2012,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,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:None LABELING: Each glass block shall be permanently labeled with the manufacturer's name(MULIA)and (No standing for Miami-Dade County. 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#10-0819.03 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. 12-0501.11 wtwrr MADE�uNrr !2 Expiration Date: October 23,2015 ��p Approval Date:July 26,2012 O? J4 Page 1 Mulia Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing 04-03,titled"Glass Block Panel Details",sheets 1 and 2 of 2,dated 01/23/2004, with revision D dated 04/20/2012,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS "Submitted under NOA #07-0417.02" 1. Test Report on Uniform Static Air Pressure Test per TAS 202 of"Hollow Glass Block Wall/Window",prepared by Hurricane Engineering&Testing Inc., Test Report No. HETI 05-1452, dated 05/16/2005 signed and sealed by Ivonne Ghia,P.E. 2. Test Report on Uniform Static Air Pressure Test per TAS 202 of Hollow Glass Block Wall/Window, prepared by Hurricane Engineering& Testing Inc.,Test Report No. HETI 03-1790,dated 02/28/2003 signed and sealed by R. Droz-Seda,P.E. C. CALCULATIONS "Submitted under NOA #10-0819.03" 1. Anchor calculations prepared by Al-Farooq Corporation, dated 08/05/2010, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest, issued by Al-Farooq Corporation,.dated 04/20/2012, signed and sealed by Javad Ahmad, P.E. "Submitted under NOA #10-0819.03" 2. Statement letter of code compliance to FBC 2007 and no financial Interest, issued by Al-Farooq Corporation, dated 08/05/2010, signed and sealed by Javad Ahmad, P.E. 3. Distributor agreement dated 10/10/2010. ftP? 1?. Carlos M.Utrera,P.E. Product Control Examiner NOA No. 12-0501.11 Expiration Date:October 23,2015 Approval Date:July 26,2012 E-1 O I O Z m x 7-3/4" F.W mJ IL N 0 m Oo � o 7-3/a' MAXIMUM DESIGN LOAD RATING =+ 90.0 PSF p a¢c (FOR SIZE SHOWN ON SHEET 2 OR SMALLER) - 90,0 PSF O O N¢ y GLASS BLOCK GLASS BLOCK PANELS ,�o PARTIALLY EVACUATED HOLLOW UNITS CLASS BLOCK PANELS NOT RATED FOR IMPACT. Q ^ r FORMED AND PERMANENTLY SEALED BY HEAT FUSING TWO HALVES OF PRESSED GLASS TOGETHER INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE O MANF.BY'PENDING ON USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES c WALL THICKNESS VARIES DEPENDING ON GLASS PATTERN COMPLYING WITH HVHZ REQUIREMENTS. n MIN. iHK. a .394 N. ° N INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET J v THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. W N t6' THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ¢ ,�'. REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 00 -T HURRICANE ZONE (HVHZ). a w o ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS 0_ c:0 --L EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 0 ocj ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. a) Z 5 L A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. g N W HORIZONTAL LADDER REINFORCING 1-5/8'W X 10' L 9 GAUGE GALVANIZED STEEL SIDE Roos& THE STRUCTURE AROUND GLASS MASONRY PANEL SHALL BE DESIGNED TO to2 In o CROSS RODS,CROSS RODS O ta'O.C. SUSTAIN LOADS IMPOSED BY THE GLASS BLOCKS. O GLASS BLOCK STRUCTURES ARE NON-LOAD BEARING. ADEQUATE PROVISION MUST BE MADE FOR SUPPORT OF CONSTRUCTION ABOVE GLASS BLOCK PANELS. PROVISION FOR EXPANSION AND MOVEMENT MUST BE MADE AT JAMBS AND HEADS OF ALL PANELS. MORTAR MUST NOT BRIDGE EXPANSION SPACES. EXPANSION STRIPS SHALL BE POLYETHYLENE AS SHOWN HEREWITH. PANEL REINFORCING SHALL BE OF GALVANIZED STEEL DOUBLE-WIRE 4 f°LL R FORMED OF TWO PARALLEL 9-GAUGE WIRES 1-5 /8'O.C. WITH ELECTRICALLY 20 CA.GALVANIZED STEEL WALL TIES/ANCHOR STRAP WELDED CROSS WIRES AT REGULAR INTERVALS, w g m g 12'LONG, 1-3/4'WIDE PANEL ANCHOR/WALL TIES SHALL BE 20-GAUGE PERFORATED STEEL STRIPS 12' LONG BY 1-3/4'WIDE GALVANIZED AFTER PERFORATING. GLASS BLOCK SHALL BE LAID IN ONLY TYPE'M' OR 'S' MORTAR OR EQUIVALENT c O1 $ APPROVED MATERIAL. BOTH VERTICAL AND HORIZONTAL MORTAR JOINTS m° ry$SHALL BE AT LEAST ONE-EIGHTH AND NOT MORE THAN THREE-EIGHTHS < 9 3 u G INCH THICK AND SHALL BE COMPLETELY FILLED, Engrt JAVAD AHMAD o CIVIL PROp=REVL%D i 3 FIA,PER 70592 la�fltis *&E%ft .- r5:� 013 C.A.N. 5 �& t ' llooepto Pb /1/ $� $' EXPANSION STRIP st pfa&"CaDtM drowing no. POLYETHYLENE PLASTIC A 252012 04-03 1/4'THICK,24"LONG,3-1/2'WIDE sheet 1 of 2 U M �4 O O EXPANSION STRIP 0 y; O SEE SHEET 1 FOR DETAIL a „FRi m O O .....�. EXPANSION STRIP SEE SHEET 1 FOR DETAIL SEALANT a t7 OPG. HEIGHT 0 1 C p AS REOD. WALL TIES O AT ALTERNATE LAYERS Q 3 m MORTAR 1/2'THK.O CENTER FFULLREIN LENGT 1/4"TO 3/4'THK.O OUTSIDEREIN TYPICAL ANCHORS: AT ALTERNATE LAYERS ANCHORO= /4" DIA ULTRACON BY 'ELCO' (Fu-177 K51, Fy-755 KSQ N 1-3/4' EMBEDMENT INTO CONCRETE / MORTAR 1-1/4" EMBEDMENT INTO MASONRY BLOCK 1/2"THK.0 CENTER \\\ 1/4'TO 3/4•THK.0 OUTSIDE ANCHOR®- #1519SD DRIVE DINS WITH 7/8" WASHER BY 'RAMSET' a Z HEAD DETAIL 1-1/2" EMBEDMENT INTO CONCRETE of o DPc.vnOTH X-DNI DRIVE PINS WITH 7/8" WASHER BY 'HILTI' a BO•MAX. 1-1/2" EMBEDMENT INTO CONCRETE Y m / 1-1/4 ANCHO " EMBEDMENT INTO MASONRY BLOCK p `\ Y R©_.W14 SM (GRADE 2 CRS) m ?I�3 V 1-1/2" MIN PENETRATION INTO WOOD(S.G.-O.55) � � ,TYPICAL EDGE DISTANCE 1n v INTO CONCRETE AND MASONRY - 3" MIN. C� ANGERN A A TL P 7 H R TRA M' 67i5P£ A INTO WOOD STRUCTURE = 1" MIN. Woon I qqDIV I HLK MORTAR gg RD 0 1/2"THK.0 CENTER TYPICAL C/C SPACING C U - - t/a"TO 3/4'THK.0 OUTSIDE INTO CONCRETE AND MASONRY - 3" MIN. �+ (2)REINFORCING 0 ALTERNATE RODS LAYERS INTO WOOD STRUCTURE = 1" MIN. STEEL o EXPANSION STRIP TIED TOGETHER W/CROSS RODS SEE SHEET 1 FOR DETAIL O 76'O.C, CONCRETE AT HEAD, SILL OR JAMBS is - 3000 PSI MIN. N C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. $ WALL TIES O ALTERNATE LAYERS 20 GA GALV.STEEL STRIP PERFORATED 12'LONG, i-7_/4'WIDE EMBED IN MORTTAR JOINT EXTENDING 9"INTO JOINT. NOTE: a^n gg 3'AGAINST WALL O o MORTAR 1. ANCHORS EMBEDMENT SHOWN IS BEYOND WALL & FLOOR COVERINGS (STUCCO, TILES, ETC.) <m o 1/2"THK.0 CENTER 1/4'TO 3/4'THK.0 OUTSIDE 2. ALL ANCHORS ARE REQUIRED TO HAVE 7/8" MIN. STEEL WASHER. 0 0 � G� C� Engr,JAVAD AtiMAI) � z FLA.PE 3 70592 CAN. 538 �� 4 /4�C1/r1q MLD /� � � u MORTAR SILL DETAIL �I JAMB DETAIL 1/2"THK.0 CENTER --� 1/4'TO 3/4'THK. O OUTSIDE By CaoYVI drawing no. SEALANT 04-0 APR 2 9n 7at 2 ar i a D