The URL can be used to link to this page

Home My WebLink AboutNOACOUNTY SCANNED BY St. Lucie County 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 DMSIONT (786) 315-2590 F (786) 315.2599 NOTICE OF ACCEPTANCE (NOA) mm.miamtdade.¢ov/economy Elco Construction Products, Div. of Infastech 1304 Kerr Drive Decorah, IA 52101 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. Crete-Flex4SS4 Concrete and Masonry Anchors APPROVAL DOCUMENT: Drawing No. 08-ECP-0001, titled "1/4" Crete -Flex® SS4 Concrete and Masonry Anchors", Sheet I of 1, dated 04/03/2008, with last revision dated 12/05/2011, prepared by Engineering Express; signed and sealed by Frank L. Beimardo, P.E, 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: None LABELING: Each box shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved or MDCPCA", 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 # 12-0126.09 and consists of this page 1, evidence page.E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrers, P.E. NOA No:13.0219.02 Expiration Date: April 14,2018 '( 1 Approval Date: April 25,2013 04t(j/°d 3 Page I Elco Construction Products. Div. of Infastech NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Srrburitted under NOA # 11-0126.09" 1. Drawing No. 08-ECP-0001, titled "1/4" Crete -Flex® SS4 Concrete and Masonry Anchors", Sheet 1 of 1, dated 04/03/2008, with last revision dated 12105/2011, prepared by Engineering Express, signed and sealed by Frank L. Bemrardo, P.E. B. TESTS "Subruitted under NOA # 11-0428.01 " Test Report No. Standard Date Signature 1. HETI-08-A262 ASTM E488-96 03/17/08 Candido F. Font, P.E. 2. HETI-08-A264 ASTM B488-96 03/17/08 Candido F. Font, P.E. 3. HETI=08-A279 ASTME498-96 03/18/09 Candido F. Font, P.E. 4. HETI-08-A281 ASTM E488-96 03/18/08 Candido F. Font, P.E. 5. HETI-08-T147 ASTM E8-01 08/05/08 Candido F. Font, P.E. 6. HETI-08-C10113 ASTMC39-03 03/25/08 CandidoF. Font, P.E. "Submitted hurler NOA # 99-1227.13" 1. CTC 99-008 ASTM E488 02/14/98 G. Dotzler, P.E. 2. CTC 98-039 ASTM F.488 09112/98 G. Dotzler, P.E. 3. B ETI 98-3023 ASTM B488 06/18/98 H. M. Medina, P.E. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. E. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER) F. STATE, MENTS"Submiltedunder NOA#12-0126.09" 1. Statement letter of code conformance to 2007 and 2010 FBC, issued by Engineering Express, dated 12/05/2011, signed and sealed by Frank L. Bernardo, P.E. "Submitted under NOA # 08-0527.16" 2. Statement letter of no financial interest issued by Engineering Express, dated 05116/2008, signed and sealed by Frank L. Bennardo, P.E. �013 Carlos M. Utrera, P.E. Product Control Examiner NOA No 13-0219.02 Expiration Date: April 14, 2018 Approval Date: April 25,2013 E-1 PlObNlTRO'✓BWI!p -02'" %4" CRETE-FLEX'OSS4 M� M=ptwO.225" ANCHOR LENGTH'A' 0.21r 0.635" THREAD IENGDI'B' ,A, 8 O,63r D205^ MAJOR i V6r 1ABr DIAMETER NEA ITHEIX 226r 1saV 0.200'ROOT 1Tar 1.a6r L WGUMD. 4 DIAMEfE0. 0.3Ir 0.21V B39-105PECIALTHREAD oaor /1 HEX FLANGE HEAD (HFH) 1 11-0." p.0° nANCHOR LENGTH'q' i OSOr O.lao"• 0,452` 0.190° 0365•1. f--THREAD tENGTH'B' DIAMLTER HEEDDITMIIAA 0.20rROOF I `�' DIAMETER ' LOGO, 0.21r 014-10SPEMLTHREAD n PHILLIPS FLAT HEAD (PFH) n0,18E" ' ZJ•}IyH1I..m��1I�{L'1 0,172° ANCH}O-R!NGTH'A' 0'43 � THREAD0.2fi5"MAJORr 0,39a"DIAMETER r HEAD HORNED0.200"ROOTrWITH ELCO r' 0.312° 0.23r 019-10SPECIALTHRFAD o.los QHEX WASHER HEAD (HWH) ANCHOR LENGTH •A' 0.438• 0.26r MA>OR % 8 0.389° 0.145° {-THREAD LENGTH'B' DIAMETER t125' toor 0.135" 2MV 'Lm HEAD MARKED 9 0.200° ROOT 2AaV 1.a60' GWITH OMDCO DIAMETER R.26r 1]60' LOGO AND°A" 0.235' Bl4-l0 SPECIALTH0.ED TR�4 r-o• 1'•0• N RY SCREWS GENERAL NOTES: 1. THIS PRODUCT HAS BUN DESIGNED RTESTPA IN ACCORDANCE WITH THE 2007 AND 2010 FLORIDA BUILDING CODE (HIGH VELOCITYHURRICANE LANE) AND THE FOLLONANO STANDARDS: AGTM 6188 BTAS 119. 2, ANCHORS ARE MANUFACTURED FROM 410 STADIUMS WESTLAND SHALL HAVE A fARRD510N-RESL9TAM SILVER -COLORED STALGARD COATIND 3. ANCItMMnALIATIONSHALLBEMADEINACCORDANCEWIIH MANUFACTURER'S MOMHEOINSTALLAUON INSTRUCTIONS ANDTHIS NONCE OF A NM MNCRETESHALLCONFORMTOAC13015PECIFICATIONSWMSTRENGDI PROPERTIEBASSPECIFIEDHEREIN, HOLLOWCONOtETESLOCKSHALLCONFORM TDASTM 090. S. ANCHORS SNAIL NOT DE INSTPLLED ]NTO CRAIXEO CONCRETEAS DEFINED IN A6. 355.2, 6. ALLOWAAE LOADS DPHDE BY MINIMUM LOADS 00 TEARBBESED BLOCK THE ULTIMATE ON W OMDED ULTIMATE 4.O ALLOWABLE LOADS TO C90 CON(REIE B7. PARE NOSED ON THEMALL EDRILLOADSA IDED 7/n'BY S. 2. PILOT HOLES MV4'DDRILLED NWERa/3AMAEONRY MBEDMENT DEPAND TH. SHALL0.BEAMINIMUMp4".EIN HAVE VAN WE REOWREDEMBEDMENTF,.1 0. ANCHORS NOTED HEREIN HAVE AF F. - 1 WELD SRIENGM OF FY 32a.4 WI AND A TENSILE ULTIMATE STRENGTH OF F. � 389.a W. EMBEDMENT I EDGE DISTANCE SPACINI 1" 1" 8" O.C. 1-3/4" 6" O.C. 2-112" 610.0. i Zo D 1-314" 1-1/2" 0.1 6" O.C. 1-314" 6" O.C. 3" O.C. 6" O.C. 2" 1.314" 610.0. 2-112" 8"O.C. $� �+ 1-1/4" 1" 8" O.C. 1.314" 600.C. 2-i/2" 1A/2" O.C. 37O.C, 6" O.C. oz 1" 6" O.C. 160 LIS 186 LB 190 LB 320 LB 388 LB 390 LB 625 LB 314 LB 626 LB 390 LB 626 LB 660 LH 169iB 232 LB 101 LB 101 LB SHEAR E JBOA W( S 8 'a -- 126 LB 215 LEI z66Le 178 LET $10 LIS 460 LB 407 LIS 645 LB 310 LIS 460 LB g S TI 646 LIS 84 L3 as z 264 LB 213 LB 247 LB I