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HomeMy WebLinkAboutNOALouv& , File Copy M I®DARE r SCANNED BY St. Lucie County DEPARTMENT OF REGULATORY AND ECONOM BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NO) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Strect, Room 208 (RER) Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miantidade.gov/economy United Enertech Corp. 3005 South hickory Street Chattanooga, TN 37407 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 proposes. 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: Model FIrD-4 Aluminum Louver System APPROVAL DOCUMENT: Drawing No. 15-024, titled "Aluminum Lauver System Model FL D-4", sheets 1 through 13 of 13 (including sheet l0A), dated 03/16/2015, prepared by Tilteco, Inc, signed and sealed by Walter A. Tillit, Jr., 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: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, 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 # 15-0420.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrern, P.E. NOA No.15-1008.03 Expiration Date: January 17, 2021 Approval Date: December 31, 2015 Page 1 1. ALUMINUM LOUVER SYSTEM SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) HAS BEEN VERIFIED FOR CODE COMPLIANCE IN ACCORDANCE WIN THE 2014 (50, EDITION) OF THE FLORIDA BUILDING CODE. THIS PRODUCT MAY BE INSTALLED WITHIN HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON THIS SHEET. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULRPLYING THEM BY 0.6 IN ORDER TO TO COMPARE THESE W/ MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON THIS SHEET IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.AO AS TESTED WERE NOT OVER STRESSED, A JJX INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS ME USED IN THEIR ANALYSIS. A DURATION FACTOR CO=1.60 WAS USED FOR VERIFICATION OF FASTENERS SPACINGS IN WOOD. ALUMINUM LOUVER SYSTEMS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE NTH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TESTING LAB OF SOUT11 FLORIDA REPORTS Al 0604.01-01 AND 12OZOI-10 AS PER TAS-201, TAS-202 & TAS-203 PROTOCOLS, AS WELL AS PER ANSI/AMCA IMPACT STANDARD 540-08, PER INIERTEK/AHCHI- TECTURAL TESTING REPORT j F 0370.01-550-18, 2. ALL ALUMINUM EXTRUSIONS SHALL BE 606J-T6 ALLOY (UNLESS OTHERWISE NOTED) J. ALL SCREWS TO BE STAINLESS STEEL 304 OR JIB SERIES W/ 50 ksi YIELD STRENGTH AND 90 ksl TENSILE STRENGTH OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018. THRU BOLTS AT MULLION TO BE ASTM A-J07 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL. SCREWS AND BOLTS SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 4. ALL ALUMINUM COMPONENTS FRAMING SHALL BE WELDED IN ACCORDANCE WITH AWS DI.2 .PER THE AMERICAN WELDING SOCIETY LATEST EDITION REGULATIONS USE CERTIFIED WELDERS. USE ER-5J56 ELECTRODES, S. L1A�11 B-ANCHOR REQUIREMENTS • EMBEDMENT AND EDGE DISTANCE ARE BEYOND ANY FINISH. (A) TO EXISTING POURED CONCRETE.' (MIN ('c = TI92 psi), MIN. EDGE DISTANCE (ED.) = 2 - 1/40 TAPCON ANCHORS W/ 1 J/4" MIN. EMBEDMENT, AS MANUFACTURED BY UW RUILDEX. (8) TO EXISTING A.ST.M. C-90 CONCRETE BLOCK WALL. MIN. EDGE DISTANCE (E.O.) - 2 1/2". - 11410 TAPCON ANCHORS W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ITW RUILDEX. (C) TO EXISTING 2x- P.T. WOOD BUCK. MIN. EDGE DISTANCE (ED.) - 1 1/2': - 1/4 0 LAG SCREWS W/ 1 1/2" MIN. EMBEDMENT, AS PER N.D.S. 2012 (0) TO EXISTING MIN. 1/8" THICK STEEL MEMBER (ASTM A-500, A-653 OR A-J6) MIN. EDGE DISTANCE (ED.) - 1/2': - 1/4003/4 , AS MANUFACTURED BY NW BU/LOEX. (E) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATR OF THE ANCHOR'S MANUFACTURER, 6. ANCHORS REQUIRED FOR MULLION CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 6, 7 & 8 RESPECTIVELY, AND SHEETS 10, 1 DA, I 1 AND 12 RESPECTIVELY. ANCHORS SHALL RE INSTALLED FOLLOWING ALL OF RIE RECOMMENUATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER. 7. THIS LOUVER SHALL BE ONLY INSTALLED IN A LOCATION WHERE THE ROOM BEHIND THE LOUVER IS DESIGNED TO DRAM WATER PENETRATING INTO THE ROOM, AND THE ROOM WILL HOUSE WATER RESISTENT/WATER PROOF EQUIPMENT, COMPONENTS OR SUPPLIES. B. IT SHALL BE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE LOUVER SYSTEM 15 TO BE ATTACHEO TO INSURE PROPER ANCHORAGE. 9. WOOD BUCKS BY OTHERS, MUST RE ANCHORED PROPERLY TO TRANSFER LOADS TO THE. BUILDING STRUCTURE. WOOD RUCKS MUST BE SOUTHERN PINE. G - ODJi. 10. (A) THIS PRODUCT APPROVAL DOCUMENT (P,A.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT' I.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE PAD. (6) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION INCLUDING LIFE SAFETY, PURCHASE AND INSTALLATION OF THIS PRODUCT 84SFD ON THIS PRODUCT APPROVAL PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFELY AT SITE 15 THE CONTRACTOR'S RESPONSIBILITY. (C) THIS PRODUCT APPROVAL DOCUMENT WILL BE CONSIDERED INVALID IF MODIFlEO, (0) SITE S'PECpC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHRECT WHICH WILL BECOME THE PROFESSIONAL OF RECORD (P.O.R) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.A.D. (E) ORIGINAL PAX SHALL BEAR THE DATE AND ORIGINAL SEAL AMU SIGNATURE OF THE PROFESSIONAL ENGINEER OR RECORD THAT PREPARED R. It. PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATOO ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1700.6.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING LABELING RO COMPLY WITH SECOON 1710.8.2 OF THE FLORIDA BUILDING CODE. MAXIMUM A.5,0. DESIGN PRESSURE RATING +IS-IS0.0 pel. LARGE MISSILEILE IMPACT RESISTANCE. :OWx.•T •NOtlreOVW fix, S- .33 THIS DRAWING SHALL ONLY BE USED TO w(aoucrl�Wt9 �®MIei NO4eNWe m OBTAIN PERMITS IN THE STATE OF FLORIDA ��pp.� YAi wMnn GneN �'R.P'TTE'[��I4a4 FLORIDA BUILDING CODE (NIGH VELOCITY HURRICANE ZONE) '-3 ALUMINUM LOUVER SYSTEM aurxm '•, MODEL FL-D-4 T.R+• UNITED ENERTECHa CORP. weo'e T�` e , ;�4 a° IL EC01xe. nm ¢nexo � r�xomrtnmo eoxv[xr :: y"5vi-r �N•r-ry ewasxexaw[rx(a [x,llAY)Jf{ w, n, ryqay[ae-eee[ 15-024 •Mw 12) ION SIIEET scxmue I SHRT IJ SP£[1(MABONS S.S. THRU 0 !J- AL HOGIT ALTERNATE ANGLE LOCATOR Y v— SHEET 12) EX. ,-{SCE scas ON SHRT SHEET EXTERIOR SCHEWtE ON SNCLT 9) YHfOUE i ON SNCEf B) P OOP. 4 8 MACHINE 0 ® --- (I)%vm (SLL'SAIEBLlC ® av slaLr u) 7 ® © i B Ec LBBre 1 ON SHEET 8) WY f4 SCALE: F NOIIOM) YNDUI1CTgEVLSYD SECTION E-E �.w�m�p�.4em.Ylnu. p'k4"XUARIESW—B" ANGLE ...... SCALE.- I/4'=1' Al b SECTION Y—Y � SCALE: 1/4'=1' �_i 1 7 •. . 0 MULLION AND JAMB INSTALLATION INTO I/6" THICK MIN. STEEL Jq� P.L lGWW'41 zvw,C MEMBER BY OTHERS SHALL STEEL MEMBER BY OTHERS CONFORM TO A.S.T.M. A-500 SHALL CONFORM TO A.S.T.M. /STEEL A-653 OR A-J6 W/ 1/8' A -MO A-653 OR A-J6 MNIANN WALL MICK17EK W/ I/8' NINWUM WALL THICI(NESS�/r'oo iW �/1A. 8, WX. O.C.! O.C.0`04 0Af I�CI xlkl/8 MT. AL8 ORW I/4'Px3/4'(ITWALTERNATE 1 SCREWS 6 B' IAOx. O.C. TO STEEL W (2) f/4-kt" OW STEEL MEMBER BY DRIERS IgB.xl" DUILDEXf TEK SCIMWS. TO QQ 0 SHALL CONFORM TO A.S.T.M. .MS. EA. TEK SCREW A-653 OR A1 �rF�520 /B'MIMWALL ICXNE.SS2k1/B CONL 'STEEL END MEMBER BY OTHERB0 1 i2b/B C' ALUM ANGLE C 41II W/ ex3/4 "w.. BUILOEXJ TEN SCREWS ° B' Max. O.C. TO B EW r STEEL OR (2) V/4brt°EK) V) TEK 5'CNflY6. TOO Q 0 Fa TEK SCREW.ALTERNATE a T2 SECTION X-X SCALE' 1/4'=1° • QB OR ® ARE OPTIONAf. --� DETAIL 6 SCALE 1/1°=I' FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) onn nmm r." ALUMINUM LOUVER SWEV MODEL FL—D-4 oweN er LLE UNITED ENERTECH, CORP. L r'. C. � IN �. laas !. Ixwwr smEfir, CNIIfN19MA JIIW P/KxL (1]J)69E-71H tAtl (B]J)6BB-0619 �lTINO .4 1N91NC[FINO MYPANY .na urmu rab r.. 15-024 ... r pwY_N+�req r Lmpr:-rur ' CO-0.lM)I9 9RAWN0 Na M.WCA A LYILI Ji. P.L naemA m A uln _ - - serLr e a u