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Home My WebLink AboutProduct Approval (2) M IAM I•DADE 1Imaxa—DADS COUNTY,FLORIDA p PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND EC.ONOD3IC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADIKINISTRATION DIVISION T(786)315-2590 F(7W 315-2599 NOTICE OF ACCEPTANCE (NOA} .�.�v.miamidade.eov/cconomy PGT Industries,Inc. 1070 Technology Drive North Venice,Fl.34275 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(AHD). This NOA shall not be valid after the expiration date stated below. The Miarni-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 maturer,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: Series"PGT"Clipped Extruded Aluminum Tube Mullion-L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25,prepared by manufacturer,dated 08/29/1 lwith the latest revision dated 01/29/15, signed, sealed and by Anthony Lyrm Miller, P. E., bearing the Miami-Dade County Product Control Revision Section 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, 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 rnanufactiurer or its distributors and shall be available for inspection at the job site at the request of the Building Official. . This NOA revises NOA No. 13-0815.05 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 JAime D. Gascon,P.E. NOA No. 14-1165.01 MIAMI•DADE COUNTY l f_ s�:N_ Expiration Date: May 26,2016 ate: February 12,2016 Page 1 E t 0 f : PGT Industries,Inc. NOTICE{ OF ACCEPTANCE: EVIDENCE SUBMITTED I A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previorts NOA No. 10-0819.05) 2.- Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision dated 01/29/15,signed, sealed and by Anthony Lynn Miller,P.E. 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) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted rn der previous NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,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 no financial interest, conformance to and complying with the FBC 5th Edition (2014),dated 11/03/14,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, conformance to and. complying with the FBC-2010,dated 06/06/11,signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control to PGT Industries,Inc., dated 08/06/14, signed by Jaime D. Gascon,P. E.,Product Control Section Supervisor. aline A Gasco r,P.E. Product Control Section Super 0sor NOA No.14-1105.01 Expiration Date: May 26,2016 Approval Date: February 12,2015 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTMUED) 4. Laboratory addendum letter for Test Report No. FTTL-6443, issued by Fenestration Testing Lab,Inc., dated 05/05/11,signed and sealed by Marlin D. Brinson,P.E. (Submitted«nder previous NOA No. 11-0922.01) 5. Laboratory compliance letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab, Inc., dated 02/28/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NDA No. 11-0922.01) 6. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq I. Chanda,P.E.,Product Control Examiner. (Submitted under previous NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 1.34815.05, issued to PGT Industries, Inc. for their"PGT Series Aluminum Clipped Mullion—L.M.I.",approved on 11/31/13 and expiring on 05/26/16. Jaime D.Gascon,Y E Product Control Section Supervisor NOA No.14-1105.01 Expirafion Date: May 26,2016 Approval Date: February 12,2015 >;—z SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANYANCHORS REQUIRED FOR THE ' MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICALAPPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY ANEXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL IX OR 2X WOOD BUCKS IF USED, GENERAL NOTES.—_`...._..1 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUGVONS_ __ EEVATION91 G FIGURE I: 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 2X'7/000—_._2 MULTV�LE OPEM GMWFORYERn('ALwU. ARCNESTO BE INAVEBEEN TES7E0 A5'FREE-ROATWG'AND DO NOT NEW TO BE DIRECTLYATTACHW TO THE MULLION CLIPS,BUT SHALL MUlL To 1x8MASONItY_..._z MULTIPLE IH--- BEE OEtLL9 INSCNEEDVNOE INSTALLATION NOTES__—$ d / --� Ao OFL ..ANGUIM' NOT HAVE A GAP OF MO RE THAN 1/4'FROM THE CUP. MULLT0AUSONRY___3 BXEEtBN SHAPE uBLLTOSTEELSTUO—____—a N 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THEWINDLOADS CORRESPONDING TO THE REQUIRED MULLTOMILL__._-._— �v 00 DESIGN PRESSURE.MULUONSARE CALCULATED TO DEFLECT NO MORE THAN UISO.THE 113STRESS INCREASE WAS ALTFJUNATATE cuPs..�.—. NOTUSED ANCH0RWEC8.._.__.._]4 Z IN THIS ANCHOR EVAIN LUATION.THE I.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. O �1 SAYMMINSTALLATION._.___a 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSBLLITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1X2%•125 MML SFE e IIFIIHII� 1 X Z%.]IES MILL 9PECS.-S �/ \\ INSTRUCTIONS. 1X2.75X2MMILLSPECS__7 ¢ W 1 1%275X.05 MULL SPECS_& 2 Z m SEE OetAeS / /II1 /1I 6)USETHECOMBINWWIDTH OR HEIGHT OF ONLYTWO ADJACENT FENESTRATION PRODUCTSTO DE7ERMINEPRESSURESAND 1X1ImxmoM SPECS_S m O p ATHRU O; III _L BEE DETAXB ANCHORAGE FOR THE COMMON MUWON.SEE EXAMPLE ON THIS SHEETANO SHEET24.FOR MULTIPLE UNITS,CONSIDER 1X4x.tz5 MULLS LwC _1I > F m SNEETSN I ATWO 0; 1X4X:'M' BE -LEPE GB._11 r a J st5?EM24 ONLYTW'OADJACENTUNIT9 AT WHEN USING THE DESIGN PRESSURE AND ANCFARADETABIFS.THE DESIGN 1X4X.n5 TUIlLL SPECs_11 III PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. t.ze X 3.1 BB X.z55 Mx 3PECS_u g 01 No 1.25 XlI%X.100MULLSPEC9_.13 Z vEIa. H..T 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES.ALWAYS ROUNDUP TO THE NEXT SIZE SHOWN ON THE TABLE(S). IMX3.zsx.MWJLSK(IS. I4 MULL FOR 115X3.BMX.521MULLSPEGS_15 L] lENOTH t. 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUM BYOTHERS•MUST 2X 4 X 16 NULLSPES. 15 � Q Z // BEE DETAn E, BE ANCHORED PROPERLYTO TRANSFER LOADS TO THE STRUCTURE ANCHORS SWILL BE COATED OR CORROSION RESISTANT 2XD X15WALSFEG.^,_-'—'7T N SMEEi9 ASAPPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT =-X2fIX.DS MUSPECS s.to W aM X2J BAY 72ULL5smcs_19 ~ III Q W p REACTIONS. 45•%]25 BAV MULL SPECS ZO MULLION SCUPDIMFNSION9_21-ZJ H- Z'•Z FENESTRATION 8)REFERENCE TEST REPORTS:FTL.6443;ELCO ULTRACON/AGGRE-GATOR NONS;ANSVAFBPA NDS FOR WOOD CONSTRUCTION; EXAMPLES 1 a 2.__.__.�.._zd VN 1 AV PROWCTS MY ADWALUMINUM DESIGN MANUAL LOADING LU N Be oFArx rrPE. WME 9)MULLIONS AND CLIPS RAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING Z m m /III eMLU ypP �OT. CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH G LD ¢ O O PGT.APPROVED FENESTRATION PRODUCTS HAVWO CURRENT APPROWLS. ayg� Z,y /SEE OETAXB 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHL �B ELL'. �Hp420mA1 A-0,GJI: 8 E MULL BHEEiBZJ 11)QUANTITY OFOFEASWRHINAAL MULLION LLEDCOMP IES WITH YH REQUIUNLIMIREMENTS OF THFD IS TITHE SPAN AND OPENING LEHOTX NORQONML WIDTINMEGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF7HIS NOA Mlat INSTRUCTIONS: LENmH 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LRSTr FOR THE OPENING USING THE ASCE-7 STANDARD. 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANQULAR'OR•TRUVNGULARRRAPEZOIDAL'. PRODUCTRBVISED EnmPlylog rM 11011 4 (—xoR¢.MVLLLFNOrH---I 4)FIND THE CHOSEN MULLIONS MULLIDN CAPAGTY(USS7FT9 FROM TABLES IATHROUGH IBA,ON SHEETS 5 THROUGH 2O RESPECTIVELY,USING B,=1%ed2 MaL `--oPEMNOVTTH—, THE MULLION TYPE.LENGTH AND OPENINGWIOTHORHEIGHT(DEPENDING IFTHE MULLION ISSPANNING VERTICALLYORHORIZONTALLLY).THE AorpipwNP OS.• MULLION CAPACITY(SS/Ff90BTAWED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(lS9lFT'1 FOR THE OPENING OBTANEDIN I oPE Wu STEP 1} Syr— . L2hL �NHi N eA dlicl Cbnlml FOR 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE ryE1R COLUMN ANCHOR CAPACITY REQUIRED(UBS).THIS VALUE MWMLLT• REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 111II IIIz/7 L L FROMTHE ANCHOR CAPACITYRB91 TABLE ONTHE SAME SHEET AND USING YOUR ACTUALSUBSTRATE CONDITION(MULTIPLE a1V\ AjY ANCHOR/9UBSTRATE/ANCNORCUP PATTERN MAYAPPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THATTHE RFAIARFD ANCHOR `�Q",� LICENSE•.,1�i CAPACITY IS MET. oPErm(cenOTx - NO'58705 •i SINGLE MILLION SINGLE MILLION FORvwnGLAVLL 7)IF THE MULLION CAPACITYLBS/FT'IOBTANED IN THE TABLE IS HIGHER THA4 THE DESIGNPRES9UREREQUIREMENf(1B91F'T9 FORTHE _ Fa PEmiIDCA�L MIWLL OPENINOYOU MAY USE TINE•ANCHOR CAPACITY ADJUSTMENT FORMULA"TOOBTAI�i THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS =-0 VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE '15EECORftE3PONOWG OETAR9 MULTIPLE MULLIONS T e4 1 ` `-FROM RWRE I ABOVE. 8)VERIFY THE DESIGN PRESSURE RATING(LBSrM FOR THE FENESTRATION PRODUCT TO BE USEDAND COMPAREWITH THE FINAL MULLION 'LC `-'; ORID11 ��- CAPACITY(LSSIFT)0BTAW FOR THE MULLION SYSTEM.THE LOWER OFTHE TWO SHALL APPLY FORTHE ENTIRE MULLED FENESTRATION- LS1 . � PRODUCT ASSEMBLY. '�� NAL��yEyNG��` 0)HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC APPUCATION WHEN USING THIS NOATO APPLY FORAPERMIT. A.LYNU MILLC`P.E. FL P.E.0 58705 DETAILA: DETAIL B: MuulaNv MULLION TO 2X WOOD BUCK "1M1UDN MULLION ATTACHED TO 1X Bucasraw TYP.ANdaR PENGUBSTMTF. EY OR WOOD FRAMING WOOD BUCK AND MASONRY AnAµavo.�Nr sEE SEE rnBLEs 161EB (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) Br oTHERs. I GEE NOTE 1, E i I MULLId1 ° I i SHEEP I. '.•: •, =," • .' Z �N�m m I GEE SHEEl9 a b I EWl2]161 EOGG 0 COHCREIE OROdU �.•,• �mEs.E STAHBMD I ° a ERHENTHE I I 8141 FORHOIE d � W OFfBET MULL a o EOCAT10119 ° I i EDGE d9TANCE ISEE BEE TABIEG � �� to CMPMAYBE DISTANCE / ' a Fdt EIASOIBiI' LU Q Q FOR�rlinsuue o9r a •° 1 II sdlEvrs �WMAXFOR I ,wcNORs SIDE VIEW CD F Z W °`d • ALLMIRLlOt6 d EIRIER THE 7 O 7 • d • d• OFi9ETNLLL z 7¢ ° •° CLIP MAYDE d • EXTERIOR • •d EDGE 4 z d a d 06iANLE ° m Q a N ° Ibt50xRY a 4 Z O O • • THE OFFSET WP I9 ANCIIdVG � �� y 1Njl RECCMMENGED FGR 8 EXTERIOR °° rnr owG aFFiur Ul F y N AlsoeElwEO row OTHER fAN.Ie TYPE& Z Q O O Z 6 `� n IYP.ANCHOR a m w ,K b TYP.ANCHOR PERGUBBIAATE, a� np.µ(„dy PE0.911841M1E, GEE TABIF510-tf8 -RI W TA �EEETABLE91B tea BEEBIFS iBd4B DI6LAEIICL BUCR�RW AHO BEE TABLES AITACWdEM EMBETMM BULIOTRW 1&1� BYmNEg9, ANO EWNEM' GEE NOTE I, ArTAGIMEM SHEET 1. ' armHERs .. sEBxmEI, SIQET I. MBI].T BGILWCRETEORCMV ODUCTRLNI9BD SIDE VIEW FRONTVIEW nq4 w=mile le44. FRONT VIEW grow 4 Zp De INSTALLATION NOTES 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ONLY.BECAUSE OF THE ANCHOR CAPMULLION SIZE SHOWN PARTLY ON RE FOR PICTORIAL REPRESENTATION ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARRY ON THE ANCHOR TO ANCHOR DISTANCE THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER70 THE TABLES ON THE P' F••'•EP'� FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED, ' _ No.58705 S)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHFAD OR FLATHEAD. 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL GSHEET D. pO•'•, g S j�� 6)FOR MASONRY APPLICATIONS IN MIAM4DADE COUNTY,USEONLY MIAMI-OAOE COUNTYAPPROVED �s OAIOP,.•��`�� ELCOULTRACONORELOOI]4'S,S.AGGREGATORMASONRYANCHORS. FL P. BBTOS