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HomeMy WebLinkAboutProduct Approval (2) Florida Building Code Online �^ 5 � � 15" ry BCIS Home LserRle�gistration gin Hot Topics Submit Surcharge Sta[s&Facts ! Publications ( Contact Us ( BCIS Site Map Links I Search db a AUG 26 '�020 n Proprovl USEser ucie County, Permitting Product Approval Menu>Application Detail ;A� » FL# FL17472-R4 o Application Type Revision : M ,i Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by 'N �, the POC and/or the Commission if necessary. � y Comments + ; 4 Archived « ; Product Manufacturer Eastern Architectural Systems �'-- Address/Phone/Email 16341 Domestic Ave. Ft. Myers, FL 33912 (800)432-2204 Ext4305 jflesher@easternmetal.com 5 7 Authorized Signature James Flesher jflesher@easternmetal.com Technical Representative Timothy J. Hoard F c Address/Phone/Email 10030 Bavaria Road Fort Myers, FL 33913 �x saa (800)432-2204 Ext4314 thoard@easternmetal.com t+ x Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions ? � Compliance Method Certification Mark'or Listing Certification Agency Keystone Certifications,Inc. lvy- ffiC , e $ Validated By Keystone Certifications,Inc. w ` '4D Referenced Standard and Year(of Standard) Standard Year w a 2 xt AAMA 450 2010 TAS201 1994 `z $, TAS202 1994 TAS203 1994 .7 Equivalence of Product Standar s FOg�`��� Certified By EVIECOUNTY { : https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6AvC%2bOtoUJS/2fyzYXcYzpfRIH6cgMpe5HGw%3d`/`3d[1/24/20202:51:57 PM] Florida Building Code Online rt. Product Approval Method Method 1 Option A Date Submitted 10/01/2019 x Date Validated 10/02/2019 Esc `, Date Pending FBC Approval Date Approved 10/09/2019 summary of Products-, t _ M FL#" Model,Number or Name Description 17472.1 HVHZ Clipped Aluminum Bay/Bow HVHZ Clipped Aluminum Bay/Bow Mullion Mullion Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL17472 R4 C CAC 662-104 COR2.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/22/2021 Design Pressure: N/A Installation Instructions Other:See drawing set for mullion size,angle and design FL17472 R4 II PA-0004 HVHZ Mulls SS 2019-09-13. ddff pressure rating Verifled By: Hermes F. Norero, P.E.73778 ri�f 4 v" Created by Independent Third Party:Yes n Evaluation Reports ? k FL17472 R4 AE PER6414 SS 2019-09-11. d�f 'I z Created by Independent Third Party:Yes 17472.2 - HVHZ Clipped Aluminum Tube Mullion HVHZ Clipped Aluminum Tube Mullion Vertical, Horizontal,T and X Configurations : t }Y� Limits of Use Certification Agency Certificate Approved for use'in HVHZ:Yes FL17472 R4 C CAC EAS 622-1O1CAR:PDF Y Approved for use outside HVHZ.Yes, FL17472 R4 C CAC EAS 622-102CAR.PDF Impact Resistant:Yes"' FL17472 R4 C CAC`EAS 622-103CAR'PDF_ - Design,Pressure: N/A FL17472' R4 C CAC EAS 622-105CAR.PDF " Other:See drawing.set for mullion size,configuration and FL17472 R4 C CAC EAS 622-106CAR.PDF design-pressure rating Quality Assurance Contract Expiration Date " 07/18/2021 Installation Instructions FL17472 R4 II PA-0003 SS 2018-02-14. ddff Verified By: Hermes F. Norero, P.E. 73778 � �' Created by Independent Third Party:Yes: Evaluation Reports #ls �v FL17472 R4 AE PER5505 SS 2018-02-14.pdf rxr Created by Independent Third Party:Yes '" ., -,�,,;, 3 '"'• Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 .• .. The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.:•Privacy Statement:;Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic N 3 mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), x< Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please 7 x provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. at� Product Approval Accepts: 'I �� t y Credit Card;" 1 Safe," f https://www.floridabuilding.org/pr/pr_app_dd.aspx7param=wGEVXQwtDgtCUGgvjQiz6AvC%2bOtoUJS%2fyzYXcYzpfRIH6cgMpeSHGw%3d%3d[1/24/2020 2:51:57 PM] Document Title: Doc No: FRM B1-02 Structural Performance Rev No: 7 Page: 1 Of` 1 KYS " � Certification C[.TRTI FICATIONS.INC.. Authorization Report Required By: PRO B1-03 CAR & Product ID Number: 622 - 103.0 Issue Date: 1/16/2015 Revision Date: 2/16/2018 Expiration Date: 7/18/2021 Company Code: 622 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: Eastern Architectural Systems Model: 1'W"Aluminum Mullion HN/T/X 16341 Domestic Avenue Operator Type: Mull Fort Myers FL 33912 Config: No Reinforcement Max Width: See Table Max Height: See Table Referenced Standard: Product Rating: AAMA 450-10 & PA/TAS 201/202/203 See Appendix 1 Load Tables and Impact Ratings Qualifying Test Information: Test Report No: CTLA-3010W 8A/9A Test Report Expiration: 7/18/2021 Authorized Signature: Keystone Certifications, Inc. 2018.02.16 145 Limekiln Rd. Suite 100B New Cumberland, Pennsylvania 17070 11 :10:21 -05.10,01 Phone: 717-932-8500 Fax: 717-932-8501 WW W.KEYSTO N EC ERTS.CO M f KEYSTONP� Appendix 1 CAR No:622-103.0 C6RTIPICAT10Nr6. Nc. Expiration Date:7/18/2018 Eastern Architectural Systems 10030 Bavaria Road Fort Myers,FL 33913 Load Tables for the: 1"x4"Aluminum Mullion, Horiz/Vert/T/X DESIGN PRESSURE LIMITS FOR MULLION: 1"x 4"-ONE-WAY MULLIONS SPAN 'L' TRIBUTARY WIDTH 'W'(IN.) (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 00 72 200.0 .0 00.0 8 5 2 2 1 1. 161.6 147.9 139.7 138.6 132.6 84 200.0 159.9 130.4 111.2 98.0 88.5 82.5 81.7 777 . 96 140.1 106.3 86.3 73.2 64.1 57.4 53.1 52.5 48.8 108 98.1 1 74.2 60.1 1 50.8 1 44.3 39.5 36.3 35.9 33.1 DESIGN PRESSURE LIMITS FOR MULLION: 1"x 4"-TWO-WAY MULLIONS SPAN 'L' TRIBUTARY WIDTH 'W' (IN.) (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 198.5 48 200.0 200.0 200.0 200.0 200.0 186.1 168.1 165.4 148.8 60 200.0 200.0 200.0 198.5 170.1 148.8 134.5 132.3 119.1 72 200.0 200.0 196.6 163.8 140.4 122.9 111.0 109,2 98.3 84 200.0 154.7 123.8 103.2 88.4 77.4 69.9 68.8 61.9 96 138.2 103.7 82.9 69.1 59.2 51.8 46.8 46.1 41.5 108 97.1 72.8 58.2 48.5 41.6 36.4 32.9 32.4 29.1 Impact Ratings ASTM E1996-Wind Zone 4,Missile Level D PA/TAS 201/203-Large Missile and Small Missile compliant Keystone Certifications,Inc. 145 Limekiln Rd,Suite 100B New Cumberland,PA 17070 Phone:717.932.8500 www.keystonecerts.com 398.East Dania Beach,Blvd, MWING• DROSS Spite338 L—� j , t. A Perfect Solution in:Every�Drop! Dan.is Beach,FL33Q04' 954 399 8478 PH: CeitificateofAuthoriiation:;29578 954.:744.4:738 FX contact@ buildingdrops.corb Product: Evaluation Repot ! Of Eastern Architectural Systerns HVHZ Cli: ed Aluminurn Tube,'M'ulliohS ? pp- for Florida.Product Approval i I Report No. 550 6th Edition (2017j. Florida Building'Code Method: 1 X(Certification) Category: Windows: ! Sub—Category: Mullions. I i Product: HVHZ Clipped Aluminum ' Tube:Mullions 'Nlateria : Aluminum 6.00545 t 6.0.63`-76: 1 f Prepared for.: Eastern Architectural Systems 16341 Domestic Ave: Ft Myers, FL 33912 ! / ``����t;r,►is u1�.���� s 0 Prepared by Q` •F-p Hermes F. Norero, P.E. Florida Professional Engineer#73778 i Date:02/06/18 b. •. T,T .� I :Contents,• Evaluation Report Pages 1-4. �is`S��lVAI-� ,``!� Djgltaily signe&by Hermes Ft,Norero,R.E. Hermes/f 4NUi ?6%,.P:E, Reason:I a ,.approving thls document Date 2018;02 14 15:47:48 05'00' Florida-No.-:73778 I 3 i f7 BUILUNGDROPS .FL# 'FL.1747Z: j Date 02/06/18, A Perfect Solution in Every Drop[ Report IVos i85U E Certificate of Authorin ion.29578 Manufacturer:, Eastern Architectural Systems Product Category: Windows i i. Product Sub-Category: Mullions J Compliance Method: State Product Approval Method 1a { I Product Name: H'VHZ Clipped Aluminum Tube.Mullions i I I Scope: This.is a Product Evaluation Report issued_by Hermes F. Norero,P.E. (FL#73778)for'Eastern Architectural Systems based on Method 1a of the State of,Florida Product:Approval; Florida Department of Business and Professional;Regulation-,Florida Building Commission 1 Hermes F.:Norer-o,P.E.does not:.have nor will acquire financial interest In the company manufacturing or distributing th:e product or in any:other.entityinvolved in the:approval:process of the product,na,med,herein. This product has been.evaluated for use in locations:adhering,to the Vh Edition(2017)Florida Building Code. { See Installation Instructions PA-0003;signed and.sealed by,Hermes F Norero, P.E,(FL#:73778)for specific use parameters. i Limits of Use: 1 1. This product has been.evaluated and is in compliance with'the;6ih.Edition(2017)Florida � Building Code;including�the"High Velocity Hurricane Zone (HVHZ). ? 2. Product anchorsshall be as listed and spaced as siio..Wn on details. Anch'orembedment into: substrate matenal shall be beyond wall dressing or stucco. 3. When used'ih areas r.:.equiring wind borne debris protection°this,"p"ro.OctcomPl es w!th !Chapter 16 of the:61h Edition.(2017):.Florida Building Code and.claimnaxe-quire ari impact ,resistant cov.-.-ering.-individual window,units must be impact rated where applicable. 4. Site conditions that deviate from the details,of drawing PAr0003 require further engineering analysis byalicensed engineer or registered architect. 5.. All configurations shown in installatio..n instructions'PA-0003 have:been qualified.as required by Section.1709 8 of the 6thUition(2017),Florida Building Code. 6.. "See lnstaliation Instructions PA 0003 for size and design;pr..essu"re:lirriitations. i i Rermes:R Norero,P.E.. t Florl,da;No.,73778` � 'Page 2 of4 1 I t n A pp ��pp DROPS !I FL# FLY7472 Date O2/06/18 1 A Perfect Solution in Every Drop! Report No 5505 Certificate of Authorizafion:29578 Certification Agency: The,manufacturer'has demonstrated compliance of.products in accordance with,the Florida Building.Code for manufacturing under-a Certification Agencythrowgh Keystone Certifications,Inc.(FBC Organization#:CER1523). 4I i - I 'Referenced Code Sections i 1. 1709.,8 of.the.Wh"Edition:(2017) FBC` Referenced Data: s 1. Product Testing performed by.: Certified �es (FBC Organization#:TST1577) Report#°CTLA 301OW-4 Report Date:07/18/.14 Report#:CTLA 3010W4A. Report Date 07/,18/14. Report# CTLA 301OW75 Report Date:07/18/14 Report:#c CTLA 3010W=$A Report Date 07/18/14. Report;#:CTLA3010W=6 Report Date 07/18/14 Report#:CTLA 3010W=6A Report.Date-1.C)7./18­/`14 Report# CTLA 3010.W 7 Report Date_ 07/18A4. A Report# CTLA 3010W 7A, Report Date 07/18/14 iReport#:CTLA 301OW-8 Report Date.07/18/14 Report#:t CTLA 3010.W-8A Report.Date:07/18%14 Report#::CTLA 3010W=9 Report Date:07/18/14 Report#:CTLA 3010W-9A Report Date:07/18/14 S i TA Reports Signed and Sealed by:Ramesh Patel,PE:20224 2. Certification Agency Keystone Certifications,.Lnc. (FBC Organization.#.:CER.1523) i f l I i. i 4 1 f i j . i { 1 Hermes F::Norero,.P..E.. Florida`N`.73.778 Page 3:of 4 i i BUMI i i Z/A\ DROP FL=# FL17472 Date: 02/06/18 y F1.Perfect Solution in Every Drop! Report iVo:,55.09 Cetiiicate of Authorization;29578 Installation: 1. Approved anchor types and substrates areas follows: i i A. For two by(2X)wood frame substrate;use#14:Wood Screw type wood frame anchors of sufficient length to achieve minimum embed'mentof-1.50 into,wood-framing, B. For concrete or masonrysubstrate where one.b. 1X non-structural-Woo . y(._ ),. _ , _ d bucking is � employed, use 1/4"diameter ITW Tapcon type concrete screw anchors of sufficient length:to.achi eve.minimum embedment of 1.25"into conerefe or masonry.. i C. For concrete ornasonry'substrate where wood bucking!s NOTemployed,use 1J4" { diameter ITW Tapcon type con.crete screw anchors o.f sufficient',length=to achieve: minimum embedment of 1.25"'into.concrete,or masonry. D. For metal stud substrate,use 1%4"Grade 5 self-drilling_screw type:metal frame,anchors of sufficient length to a'chievea rhinimuM three threads°penetration beyond metal: structure. i I 3 Refer to Installation Instructions(PA-0003)for anchor-locations,-design loadtables,and further details,of the.installation requirements._ Design Pressure: i See drawing PA-0003 for.mullion desing pressure tables;mullion profiles,and'installation.details. < j i i Y 1 i } HermesE Norero, Florida'No:73778 Page�4.:of 4 i i EASTERN ARCHITECTURAL SYSTEMS HVHZ CLIPPED ALUMINUM TUBE MULLIONS GENERAL NOTES: Wl'--- W2'-� Imo.w,1 y;,W2'r- 1. THEPRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 6TH EDITION(2017) �, 1 �4 I A FLORIDA BUILDING CODE,INCLUDINGTHE HIGH VELOCITY HURRICANE ZONE. 3. APPROVED:IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FORTHIS P,RODUCT IN WIND BORNE DEBRIS REGION FLIP d MULL INDIVIDUAL UNITSATTACHEDTO MULLIONS MUSTBE IMPACT RATED., �� SPAN'L'4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRYAND2X FRAMING'ASA MAIN WIND FORCE ANCHOR RESISTING SYSTEM CAPABLE OF WITHSTANDINGANO TRANSFERRING APPLIED PRODUCT LOADS TOTHE TYP� FOUNDATIONIS,THERESPONSIBIUTY OF THE ENGINEERORARCHITECTOFRECORD`FORTHE•PROJECTOF INSTALLATION. VERTICA.L-:SPAN. S. IX AND ZX gUCKS WHEN USED}SHALL.BE DESIGNED AND ANCHORED PROPERLY TRANSFER ALL LOADS TO THE '� VERTICALMULL STRUCTURE BUC,K,DESIGNANDINSTALIATION.ISTHERESPONSIBIUTY OF THE ENGINEER ORARCHITECT OF RECORD E SpAN'L' MULL ' FOR THE PROJECT-OF INSTALLATION. 4 �SPAWL'-~I MULLION 6. THE INSTALLATION.DETAILS DESCRIBED:HEREIN ARE GENERIC AND.MAY NOT REFLECTACTUAL CONDITIONS.FOR A TMP' // // fTE- .B SPECIFIGS IF SITE CONDITIONSCAUSEINSTA"TIONTODEVIATEfROMTHEREQUIREMENTSDETAILED�HEREIN, \ M12' A LICENSEDENGJNEER OR ARCH!TECTSHALL PREPARE SITE SPECIFIC DOCUMENTS,FOR USE WITH THIS DOCUMENT IN jd NON-NVHZ AREAS:INHVHZAREAS,'ONE TIME PRODUCT APPROVALTO BE,OBTAINED FROM MIAMI-DADE.P.ER. 7/ 7; MULLION&CUP MATERIAL ALUMINUM 600S-TS&6063 T6(AS NOTED) R: MULLIONS MAYBE L SE WITH ANYAPPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL 0 A IV 0 9. SEE SHEETS 5-9 FOR-INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC REQUIREMENTS,MULLION CONFIGURATIONS,•AND DESIGN LOAD CAPACITIES. - E C ANCHOR CLIP, A 4 IO..DISSIMILAR,METALS,INCCUDING:FASTENERSTHAi MAY.COME INTO 00NTACT WITH ALUMINUM UNIT FRAMING TYP _. ,. SHALL BE PRO IECTED IN ACCORDANCE WITH THE.6TH EDMON.(2017)FLORIDA BUILDING'CODE., TYPICAL MULLION ASkMBLY HORIZONTAL_"T" MULL-.SPAN MULL INSTRUCTIONS: _ �SMIPL''r 1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. O 2: CHOOSE A MULUONTHAT PROPERLY FITSTnE FENESTRATION CT PRODU . ' TABLE OF CONTENTS 3: DETERMINE WHETHER ASSEMBLY REQUIRES_ONE;WAY OR TWO-WAY MULLIONS: -- ASSEMBUESCONSISTINGOF STACKEDOR:SIDEBYSIDE E � I • M ULTIPLEM LLONS REQUIRE USE OFTWO=WAY NIULUUONNITSS,REQIREU SEOF SHET REVISION tHEETOESCRIPTIdN ONE Ay� MASSiMWMULLINN fA TOGETHER GENERALNOTS1NSRUCTONS.AND ELEVATIONS C SEE SHEET II`FOR ASSEMBLY ANOLOAD�E1fAMPLES. IWl' Z MULLION DETAILS IF ASSEMBLY TYPE CANNOT BE DETERMINEDUSE.TWO-WAY MULLION CHART.B - ANCHOR CUP DETAILS 40 VERIFY THAT MULLION DESIGN PRESSURE MEETS OREXCEEDSREQUIRED DESIGN it PRESSURE OF OPENING:USINGCHARTS ON SHEETS 6.30; C ` �S: QUALIFIED TYPES PE ;OSHES 6c10:MULTIPLE ANCHOR 4 ?. MULLION SECTIONS CUP APARN ET � TYPE/SUBSTRATE/CLIP'COMBINATIONS WITHIN AN OPENING,ARE ALLOWED. S, TYPICAL,MUWON:&CUP ASS"EMBUES(LIGHT)MULLION DESIGN LOAD'TABLFS -6 THELESER SOESIGN PRESSUREOR,MUUUONOR HORIZ FENESTRATION PRODUCT WILL ... .� N 6. 1 - GOVERNOVERALL ASSEMBLY.DES.IGNPRESSURE RATING., O.NT.AL SPAN �-� � =��� �� XB61/S,"- 7- 1'X3-I/B`jHEAVY):MULLION DESIGN LOADTABLES' B - T."X 4"MULLION:DESIGN LOAD3ABLE5. c / _ _ _ .... ... Iy f� �rB� t�--rtax _.ny"sTtu• ..._ _.. ♦♦Q1,�rJ F O�I��� REVISIONS 2 EOS''for"" io 1t1 orvtsca or .. B = %4"MULLION.DESIGN LOAD TABLES. .♦♦��` � i�. en.^.TtPrl��µsreRr ' 10 17X6"MULLION DESIGN LOADTABLES; .� �/• -''Q ; ® / o ulatonbtsr CA1 E. 31 MULLION ASSEMBLY AND LOAD EXAMPLES 7 - '* ;HVH,Z CLIPPED ALUMINU ';T.UBEMU LUON VERTICALANDHORIZONTACON IGURATION S , GENERAL AND 1NSiAL1kTI0N NOTESt. "TE 11l_ RrUPAfim �� �` .. Cj� ♦♦ - 02/OS 13 T1H. BUILDING Delo'ZUt8:024.t6b045Dig! Igmd by F.Noreen,P:E xo ♦♦♦♦ 5M, =/5/ya stH Eo.FBC uroaTFs 1 �,PA-0003' N.T.S. narmrznrzor pp'� �r� 3 wluoeaanox lw.rnia Reason:I aril: ,15:5 :A-document cos usr o a€F p1ad.'si[: �' „B-0S'00' ..ouu.sua TON SxF.[T. pLy; . .. _ __. re.ceaesor.urxocwnaJxo.�.issts,, sr wre oesclurnn� acv 1.OF11 1.000" .. D.250" � .6.000" 0.125" 0.125" 4.000" 4.000" �3125" 3.125" 1 j 0.375" J 0.625" J 0.2501" 0.250" 0.250" J' 1"X:3-1/8".(UGHT) 1"X 3-1/8"(HEAVY) 1"X'4" 2"X 4" 2?'X.6" MULLION MULLION MULLION MULLION MULLION SEE SHEET E FOR SEE SHEET.?FOR SEE SHEET 8FOR SEE SHEET.9 FOR SEE SHEET 10 FOR QUALIFIED CUPS QUALIFIED CLIPS QUALIFIED CLIPS QUAUFIED CLIPS QUALIFIED CUPS NOTE:SEE-SHEET 3 FOR SPECIFIC CUP ?YPESdAND.DIMENSIONS. NSF. O,14 ;REVISIONS EA:TEANAAGIREC}UMLSYSIEY... .... a0MEr*LS �: EnttErw ura;pvLY �A Y OtE �- ALUMINU W MTUBEMUONS HVHZ CLIPPED T.T VERT 1cAI MULLIOMCR SSSECT104t ATIONS OATS owa+"er. . rxtrnrun,uy: A'�T�S ••'.. \G.��`�` _..... 0265I13 TIH ::]'. .BurwNu DRomiNc. DRA D I O' SG1B' q WECFRT MALE Of. '.C-7 �� ,_ _ _. :PA-0003_: :N.T.S: i 71 nurxouuiionno.xnn. .._ .. . J0!E/ST �.vlw S1E ti3B. SNEEE;- - BEV: Enic- oE� EffiL� No.:iosie Br wte DEuwvrnN BEv .,2OF-11 I 4-------- I 4 �5" .I.. �5"� 2.25 p —T 2.25" 10. _ ._T _0 0 T 5 3.375" 6 2: S" ° 0 2:25" o — - 1 � 4.625" 5.375" ° o � 0.12.51 2- L—0 0.125" 2" �. 2" X 5"X 13/.4" L-CLIP 2: s 2"X.5"X 11/4"'L-CLIP 2" X.4" X 3 3/8" L-CLIP ALUMINUM 6063-T6 01125" �' <ALUMINUM 6063 T6 ALUMINUM 606346 j 2"X.4"X.5 3/8" L-CLIP 30:46" ALUMINUM 6063-76 '2.25" o\ 0 2.25j p o 0.722"� �.�. 10:46'' 2.2I5" 0 2.25" p o. 1.75" c � 2.335" 2;25H " 1 'L\" 8" t �� o Z[25° a 2.25" o II 1. " — z-5" 2.125° tt 0:188" 1015/32" X 21/4" H.-CLIP 115" 21/4",U-CLIP 13/4" U-CLkP — ALUMINUM 6063-T6 ALUMINUM 6005-T5 ALUMINUM 6005-T5 �- 10 15/32-"X 1r 3J4" I-1-CLIP 'ALUMINUM°606S=T6 8.25" 0 0, o o> 2.625"' .... ._REVISIONS _ �fp - ..easirrwnrtortrecttmrzsrstou' .. °' :°, '0, ,p ,\\\\�\•,:... /�' .. __.. _.._ .® ��6Z7���/9/' FISiLPo1 NETALSVVN.Y 1 _ 0.125". 0.875 , =* 7 ;'74 = — -- _ - ERVHZZCUAPEDALUMINUM7UBEMULLIONS .... _ _ - T ':.� VERTICAL NDrHO NTALCONFI ( RIZO GURATIONS u trnrwm+m^CLIP DETrAi I,m�ra•com:: ' S 1 .4 X 3 3 8 H-CLIP *- T �.. i��Fpe4xn�� �v ��020513' ALUMINUM 6063-T6 �i SbSd az1'o C``�\ "P N0' - �"`F ` ve i'Rn�twATEoi {���• 7�q 'PA-0003 Nl'.S ���� wrnowunox xoxS�s .rravE.=T.or w,"uarz�nou no.aorta m um. oEccmviow asv 30F I1. .. INSTALLATION ANCHOR (SEE NOTES SHE INSTALLATION ANCHOR INSTALLATION ANCHOR 6-10} 21/2"MIN. (SEE NOTES SHEETS HORIZONTAL. 11%2"MIN. (SEE NOTES SHEETS EDGE DIST 6-10) r• EMBEDMENT 6-10) MULLION,TYP: CONCRETEO6 " d MASONRY BY OTHERS A.' Q., • 1 0 CAULK BETWEEN ° a Q_° 1 3/4"MIN: ° EXTERIOR MULLION CLIP e, 11:/4"MIN. CONCRETE/MASONRY&IX G, a •° EDGE DIST. Po WOOD BUCK BY OTHERS EMBEDMENT o'• b _TYP: TX WOOD BUCK CONCRETE OR EXTERIOR INTERIOR BY OTHERS MASONRY BY OTHERS CAULK BETWEEN MULLION CLIP CONCRETE/MASONRY&2X VERTICAL TYP. WOOD BUCK BY OTHERS "a MULLION,TYP. a I I I' 2XWOODBUCK tt�� 7 r�. . .. BY OTHERS a- INTERIOR TYP `iHQRIZONTAL SECTIOi�I.- �, } MULLION: EXTERIOR ,INTERI MULLION rb } } TYP p -y p�gp 9� n' 4, ; T-MULLION INTERSECTDETAIL C . HQRJZON 1 AL.SECTION �SIDEWEW VERTICAL SECTION 4 JAMB-2XWOOD BUCK (1, HEA_D'-CONCRETE/MASONRY SIDE VIEW-HORIZONTAL I [ SIDE VIEW-VERTICAL INSTALLATION ANCHOR. I } (SEE NOTES'SHEETS .. . _. .. HORIZONTAL _MULLION,TYP. EXTERIOR i i INTERIOR MULLION EXTERIOR INTERIOR. NOTE NP' MULLION CUP ' - -DETAILS SHOWN ARE TYPICAL`FOR'ALL � � MULLION&GLIP ASS'EMBCIES.SEE 'SHEETS 6 1QFORALLOWABLE MULUON VERTICAL CONFIGURATIONS,SIZES;AND DESIGN MULUON;.TYP. } MULLION CLIP PRESSURES_ +. j TYP- �HORIZOIVTAL SECTION, ` r,E'• a' I c..:: %-.. -� (,I,, X-MULUON INTERSECT DETAIL . ... e 1.1/4";MIN. - SIDE'VIEW Q, e EMBEDMENT ........ .............. ..........._�..._......., PRECAST SILL •° .. . f `��_�%5 F �41���Q_� _. REV] BY BY OHE I® atl7 p 4EPaN rx UEcrarLusur�pvsirYsr Evs... i61a1 DOaTE51KA\2:. INSTALLATION ANCHOR (SEE NOTES.SHEETS" 21/2':MIN: * .• 7 - - mom.. HVH...Z CUPPED ALUM. .. INUM`TUB E MULLIONS _-610) EDGE.DWANCE VERTICAL-AND O NDHOfl GU HORIZONTAL RATIONS INSTALLATION DETAILS VERTICAL SECTION 'o oA w GTk DPe"W." PPEPMf 8 �Z.� ,D2 OS 13 Ti SILL=CONCRETE/MASONRY !� - Cs - E svi�wc onDvs,v+t: .. r. DPnwfiuoncr - srxe• �SIDEVIEWVERTICAL. xe .t� ` r � PA-0003 NX.S; �uiiNoxvinoP�voz�ss>a' 8Y' GTE DEaCRIPfi3v; PLV SNE6Tt REV: .: _ .. _ _ ..__. ... _.. ._. revcax �.r�Dox'uo.»sre•-- - ... .._ _. . .... .. 4 OF"11 - VERTICAL MULLION U-CLIP TO MULLION CONNECTION HORIZONTAL MULLION H-CLIP . o SUBSTRATEEBY'OTHERS SUBSTRATE:VARIES;SEE NOTES'SHEETS 6.•10 H-CLIP ANCHORS ALL INSTALLATION HOLES MUST HAVEAN ANCHOR INSTALLED IN THEM IVMULLIICZNAND CLIPASSEMBLY TYPICAL ASSEMBLY SHOWN WITH V;x 3'1/8"-MULLION AND H-CLIP,OTHER'MULLIONS AND CLIPS ARE APPROVED. SEE INDIVIDUAL MULLION SHEETS, REVISIONS - MS'rEANAAowsQnlrNLSYbldir O v� �+ �+ ®�rp� eAs �Trlmrd i �a7�CiI e6 HVHZCUPPEDALUMINUM,TUBEMUCLIONS �-fl T — VERTICAL DHORIZONTALCONFIGURATIONS�T O _ MULLIION AND`CLIP ASSEMBLY DETAILS Oc 1 P ski,' C T ORAfMBY:. —Hy: �ii't(S 7•• -`Cj�`�• ;I - A2/05113 T1 H' ., emLoac oaorxmc. i� \ \\, owwwcr sCw.s: TerEam¢cmEov . PA-0003..... N;T:S nvrNown�noxuorxssn OAM11A pEAW1it IIA��:L 9fFET ... IIFV .. .. . JOB.F/ST ' ,S:OF31 - IGN PRESSURELIMITS FOR MULUONc:Pz3-2/8"LIGHT).-ONE-WAYMULUONS I I MULLION I MULLION SPAN'L' TRIBUTARY WIDTH:W'IIN.) ` IN. 16 24 30 36 �0. 48 53.0.0 Sd <60. 24 - 200.0 D 200:0 200.0 200.0 ,200.0 200.0 200.0 200.0.. 36 266.0 .200: Z00.0 200A 200.0 200:0. -200.0 200.0t4411200.0 200:0 O 200.0 200.0 200.0 200.0 200.0 '200.Q 3.125" 200.0 131. 158.0 143.3 :134.3 129.8 17Q 3 127.6'12i7 101.5. 77.7 1L1. 67.2; 66-7 .,63.8 76:9. 627. S3 47.1 a2:6 39.7 '39.3 36.9Cg p`, L�' pp p �+.SLl 41t5 35.2 27.6 25.6 25.2 23.5 ONE-gy,A 'LION DIAGRAMS.35.7 28.9 24.4 21.3 19.0:. 17.5' 175.. 15;9:.. 0.375" DESIGN PRESSURE UmrrS FOR MUWON:1"z 34/8`(UGHT)-TNO- YMULUONS - '1" X 3. 1/$"_(LIGHT) MULLION'' SPAN'L' TRIBUTARY WIOTH'V"(IN.). (IN.) . 18 24 30 36 42' 48 `N33.6: ,6p. ALUMINUM 6005 TS MULLION MULLION 24 2000 ZM.D M0.0 200:0 200.E 20o.o 200.0 ol 36 200.0 :200,0 2010 200.0 19L4 -167.5 a48.9 134. -I 4& 200.0 200:0 200.0 16TS 143.6 125.6 1=7 100.S. 60 200.0 2040 160.E 134.0 114.9 100.S 69 3 8014` Wl i�W2 ,� m 73 157.6 `11R.2 94.5 7S8 67.5 59,1 52.5 47,3 TRIBUTARYWIDTH,= 2 94 99.2 74.4 59.5 49.6 42.5 372 33.1 79:6: 96 66:5 49.9- 39.9 33.2 28.5: 2459 `SO$ 40 35.0 28.0 23.3'. 20.0 17.5 15.8 '1S.6 TWO-WAY.MULLION DIAGRAMS TABLE S: SEE RINSTRUCT'I DNS ON USJNG,TABLES.SEESHEETS;4 AND 5FOR<TYPfCALINSTALLATIONMETHODS&-CLIP DETAILS. - 2. AR III NTERP O-N'IB EEN.LISTED'WIDTHS AND SPANS-,IS ALLOWED. EETHIS SHEET F0. CIFIC.MULUON DIMENSIONS: SEESHEET3 FOR SPECI, LIP RIMENSIONS._ QUALIFIED ANCHOR CLIPS S. ANCHORREQUIREMENTSi -WOOD:#14,WOOD,SC •CMU:1/4".ITW TAPCONS •CONCRETE'1/4."TrW TAPCONS' - - - •METAL iJ4"'SELF-DRILLING;SCREWS. E5j o � '6. :INSTALLATION SUBSTRATES-: - WOOD ANCHORS'SHALL:HAVEA MIN.'ENIBE `.OFS-1/2"&EDGE DISTANCE OF1'.WOOD SHALL.BE MIN.S.G 0;55. ' -HOLLOWCMU ANCHORS SHALL HAVEA:MIN.EM 'ENT'OFS1=1J4':&'EDGEDISTANCEOF21/2,:HOLLOW CMU SHALL q 0 o 0 0 'BE MEDIUM WEIGHTCONFORMING:TO.ASIM C90. •CONCRETEANCHORSSHALLHAVE'AMIN.EMBEDMENTO "4 &EDGE DISTANCEOF21/2";CONCRETE SHALL BE 21/4" U-.CUP '2 X ' . :2 A/.4L" L-CLIP MIN.4000PSI. ....METAL ANCHORS SHALL HAVE A MIN.;(3)-THREADS'PENETRATIO OND�NIETAL STRUCTURE:STEELSHALL BE MIN: ALUMINUM 60637T6 16 GA-(0.045"THICK)33 KSI`YIELD:ALUMINUM SHALLBE MIN.118 Th LUMINUM 6063 T5, ALUMINUN16005-TS ..,M ST;BE USED.IN:PAIRS U-CUP FOR'USE'ONLY IN..___ MULLION=TO MULLION' -- . CONNECTIONS - - - . .. - tS��S`�$,F N �7!� .REVISIONS I Fwsm+Nnncemectuta¢m'iews .0 .1O 'f1 ' NOTE SEE$H.EET3 FO ECIFIO:CUP- o 0 0 =jE jlT "T1e MI 3YPESANO'DIME S: - - - - m �� MULLIONS RT` VECALAND HOBIZONTAL BEIGURATIONS, /. - - --- < B 1 G 31 T MULL 1015/32";X.21/G":H-CLIP -- - :�O,n L P ���t• I citE,nro rtN Dv: rxcr;,Re°en , ALUMINUM 6o63-T6 ���FS+ C��p� 02/OS 13 TIH' LIH ��r/y`SLEQTNAb ��`� Aenvroe 4 cuc p °vnac°an°p-o aca.usr"ou7ixFaE�7 `� sic a ,FA-0003 N:T:S ¢ "'1 wrNonw?w.... 0'A eo� ounA.eF•nee,ti now ' sxccr:OF - .... .: sex aac-or wn�owunw ua zone aY aTD' Dcscawr�" �" :6, 1-1 i - DESIGN PRESSURE LIMITS FOR`MUON•1"x3-1/8"(HEAVY)-ONE-WAY-MUlU0N5, MULLON _I.. SPAN LU TRIBUTARY:WIDTH'W IIN.I .. "'�I 1.0001, MULLION 24 30 36 42 48 ,53.125 54 60 - II - 24 200. 200.0 200.0 200.'0.1.260.0 200:0' 200.0 200.0 205:0 (. 36' 200A - 200.4 200,0: 263.0 200.0 200.0 200:0 -200.0 I I, 48 200.0 -2W. '200A' 200:0 200.0 200.0 200.0 :200.0 200:0 0125" -lII. 60 2M.0 200.0 19L4. 276.7 - 167.5 162<2 161:6 '159.4, 72 2Do.0 154.5 -.126. 109.1. 97.1 '�8R.9 B4!0. 83.3' 79.7• 3.125" "•_II .._ 84. 326.2 .96 1 79.4' � 53.9 33i2 49.6- 49.3 46.1 t 96 84<2 63.9 SL8. 44.0 38.5 14.5 3L9 1 3L5: 29.3: + ONE- ULLIOiV DIAGRAMS' SOB 58.9 44.6 36.1 30:5 23.7 2L& 2L5 19.9 - 'OESIGNPRESSUREUMITS FOR MULLION:19'x3-1/3"NEAVY) -WAY MULLIONS q O.6Z5" SPANT TRIBUiARY�WIDTH'W'IIN':7 1" 1t3-1/8" (HEAVY)I\/IULLIO'IV - ONiL 18' 24 30+ .36 42 48 SIMI 60. ON -T MULLION 0 200.0 200.0 48 200.0 2M.0 2000 '167.5- 1�6 . 167S! IMA 101L7 N24.9, 0 ALUMINUM 6005•'f5 36' -.OD.O 20D.D 200.0 200.0 191.4 1675- 15L3 14&9 11I I 6D. 200.0 200.0' 160.8 134.0 114:9 100.5 90.8% 39.3; 72 19&S 147.6 =U'&l •93:4 34'4 73;8 66.7i 69.6 E4 174i0 930 74:4 ,'62;0... 53.1 463 4Z.0 4L3 TRIBUTARY WIDTH- Wl+W2 .96 33.0• 62.3. 49.81 4L5 35.6 •3L1 i 28.16.. 27.7�058.3 43.7. . 3S:0 193 25.0 '.?2L9 19.819.4 TWO-WAY MULLION DIAGRAMS, TABL 1 ESHE ORINSTRUCTIONSON USING TABLES SEE;SHEETS4ANDSFOR TYPICAL INSTALLATION METHODS&CLIPOEiAILS. CINEAR)NTE . TION BETWEEN LISTED WIDTHS'AND`SPANS IS ALLOWED. 3. SEETHIS.SHEETF ECIFIC MULLION DIMENSIONS. A. SEESHEET3 F.OR SPE CLIP:`DIMENSIONS. QUALIFIED;ANCHORCLIPS S. ANCHORREQUIREMENT,. WOOD;u14.WOOD S S O TTW TAPCONS D tCONCRETE:S/4 ITWTAPCON - 0 METAL.1/4"SELFA)RILLING`SCREl ADE$) 6. INSTAISATION-SUBSTRATES: 13/4",U=CLIP` 0 �WOOD ANCHORS SHALL HAVE AMIN<,EMB 'ENTOP1-1/2"&EDGE:DISTANCEOFI".WOODSHALLBE<MIN50.=0:55.. HOLLOW CMU ANCHORSSHALL HAVE AMIN:E„ MENTOFI-1/4"&EDGE DISTANCEbF 2-1%2".HOLLOW2MU SHALL ALUMINUM.6005-TS BE MEDIUM WEIGHT CONFORMING TO AST C;90; 0 0: o .EONCRETE ANCHORS,SHALL HAVEA_MIN,EMBEDMENT• 314"&EDGE,DISTANCE OF 21/2":;CONCRETESHALL'SE U-CUP FOR USEONLY IN. :MIN.400.0 PSI." MULLION-TO-MULLION: s n n :METAL ANCHORS SHALL HAVE,A MIN.(3)THREADS P.ENETRATIO. OND METALSTRUCTURE.STEELSHALLBE MIN. CONNECTIONS 5 X:13I1 L-CLIP 18GA.(0045"THICK)$3,:KSI,YIELD:ALUMINUM'SHALL BE'MIN-1%8"_ ALUMINUM.606345. ALUMINUM 6063-T6 "MUST BE USED IN PAIRS: ♦♦♦♦1 5:F Y��ir RE�nsioNS'. aft, ....-F.w,wuaecimsauw.cs"rs;Eus. - ♦♦ .+ /Is'tPP�Y- O O O. i .4V .... .. swai ooMESiLAVE NOTE SEESNEET3F PEGPJGCIIP 7 L ~ TYPES AND DIM DNS, o o a * * = * .NVHZCUPPED'ALUMI BE MULLIONS., VERTICALANDHORIZONTAL IGURATIONS. x31S HEAVY MULL 10 5/32."X 19/4" H CLIP oT P w,' �aE �fl�Y;. PhYPTk®EY- !i 6` �� �♦♦ 021OS/13 TJH' ALUMINUM6063-T6 //"s \ �♦ eoilo opsuc . / S \ ♦ DTNYIINON6 SF1,tP: FUPE CER Off,/ �� ♦� pcup,�3 , 'PA 0003! i N.T.S. IC. 'avmOmmnola n4 70B FAST P�iN SEWl OI�`-57E Slb F�l +O %BEACI�FL 1Y1M. ' DATq' DESORiP 1; REV �"� flEY; - . _._._ ...__._. ........ .._ .. .__. ._...........__... narEamT.oaaumoxrunou uo..aste_ BY.. .. .. TOFU , MULLION .DESIGN PRESSURE LIMITS FOR MULLION:1"x 4"-ONE-WAY MU W ONS I 1.0DW SIX), ... 'TRIBL�TARYWIOTH.'W'(INJ _ MULLION - IX), IB. ,24 30 36 1 42 48 53,125 54 Zr 60 , 24 2M.0 20D.0 200.0- 200.0- 200.0 .200.0 200.0 200.0 36 200.0 200.0 200.0 2006 200.0 '200.0 20D.0 200.0 200.0 0.250" ' 48 - -200.0 200.0 200.0 20D.0 200.0 200:0 200.0 200.0. 200.0 72� .200.0 200.0. .200.0 .200.0 200,0 200.0 200.0 200.0 2 .0 200.0 2D(1:0-- 2000 381,5- 16L6 147.9 139.7 138.6 132:6 4.000" I- ..200.G 7599 '330.4 211.2". 98.0 88.5 '82.5 8L7 .7 .. 96 240.1 M6.3 86.3.. 73.2.-. �:64:1 S7,4 53.1 szs .481 ONE-WAY MULLION DIAGRAMS: -r108 - 96:1_. 74.2 60;1 �50.8 �4Q3 1 39.5 36.3 35.9 33.1 ..DESIGN PRESSURE UMITS FORMUWmP.x4°-TWO=WAYMUWOM SBAN'L' TRIBUTARY WIDTH.'1N'QN,} 0.250" MULLION- (IN.) MULLION - --D: 24. 30 :36. 42 48 53.125 00 ,1" X14".MULLION 242ao:0 .200.0. 200.0 'zoao zoo.o 200.0 200.0 zoo.G. 200.0 ME 36 2000 :200.0 200.0 =O 200.0 t 200.0 200.0 2D0.0 198.5' .ALUMWUNI6005-TS 48 2000 200.0' 200A .2M0 200.0 186.1 168.1 165.4 148.8 60 .260.0 206:0 100.0 ,198:5<. 17b.1 "148.8+ 134.5 132.3 119:1' • 72 200.0 200.0. 496.6 163.8 140.4 _3219 21L0 309.2. ,9&3 84 200 .154.7. 123:8 103:2 'BSA 77:4 69.9 688 6L9 TRIBUTARY,-WIDTH W1+2 W2 96 302 1037 ,2 SL8' 46.8 46..T 4L5 108 97.1 72.8 89 & 41.6 - 36.4 32.9 37.4 29.1 TWO-WAY MULLION:DIAGRAMS TABLE NOTES: .. 1. SEESHEET FFOR INSTRUCTIONS ON USING TABLES.SEESHEETS 4 AND S'FOR TYPICAL INSTALLATION METHODS&CLIP:DETAILS. 2 'LINEAR INTERPOLATION:BETWEEN LISTED WIDTHSAND SPANS,IS ALLOWED- 3. SEE.THISSHEETFDRISPECIFI@MULLIONDIMENSIONS. 4. SEE SHEET 3:FOR SPECIFIC CUP DIMENSIONS. S. ANCHOR REQUIREMENTS: •WOOD:#14IAIOODSCREWS •:CMU:'3%4"ITW.TAPCONS G,CONCRETE:`S 4'`ITW TAPCONS QUALIFIED ANCHOR CLIPS. •METAL 1/4"SELF-DRILLINGSCREWS(GRADE5); 6. INSTALLATION SUBSTRATES: •WOOD.ANCHORSSHALL HAYE-A:NIIN.EMBEDMENTOF,1-1/2"_&EDGE DISTANCE OF 1''.WOOD SHALL MEMO-,S'.G:0.55. •HOLLOW CMU ANCHORS SHALL HAVE A.MIN.EMBEDMENT:'OF 1-1/4"'&EDGE DISTANCE-OF 2-1/2":HOIL C" SHALL: -- - -- - BEMEDIUM:WEIGHT,CONF6RMINGTOASTM.C90. 6 o 0 o CONCRETE ANCHORS SHALL HAVE A MIN EMBEDMENtu 1r3/4"&EDGE DISTANCE.OF2-1/4":'CONCRETE SHALL BE 0 0 o 'o MIN:.4000 PSI. -METAL ANCHORS SHALL._HAVE AMIN.(3)THREADS P.ENETKATION.BEYOND:NIETALSTRUCTUKErSTEELSHALLBEMIN: 18 GA:(0.045"THICK)`33 KSI YIELD,'ALUMINUM SHALL BE:MIN..11V THICKALUMINUM'6063-T5::. 0 0 0 0 2" X�4"X 3 V8" L-GLI P ;`1```.�S F ryo /f/ R�ISIa, WN -4 1/4 X 33/$ H=GLIB" e� F .X¢vwsrMY'"MUSTBEUSED INPAIRS ALUMINUM 6063-T6; � 7, : , 4R{ron"u ik HVHZ CLIPPED.A ALUMINUM TUBE MULLIONS' CA . VER HORIZONTAL CO 71 2u T D 1'k4 MULTION NOTE.-SEESHEET3 FORSPECI FIG CUP.: �'�T P � �� care DRnwN er„ CrEreNen er:. - � •• SIL OX DY MiE .. 06CFPfIGV REV eUiIDiNG DRORS.'INC, TYPES`.ANDDIMENSfONS:. i S AI N r G\� EmPA 0 13_ T1H nUWtN DR0Klor ._.. I revisor aaeDu oerii4oiroNim..zs5�e.. --__., . . BOFS -ode r1e. .nun+one�noN uo.s,rs 02/05 / � OMWWCN6 . .. .iRe cm D1r4Ad[F�H U1J�' 003 Nevi N.T.S. �kr! . 1 DESIGN PRESSURE LIMITS FOR MULLION:2"K 4"-ONE-WAY MULLIONS MULLION SP TR18UiARY WIDTH 1N'(IN.) 2 000" (N,I' 24 30 36 42 48 53125 54 60 --I � MULLION - 24 2 200:0. 20"o 200.0 200:0 200.0. 206.0 200.0 200.0 36 20o.0 .0. 200.0 200.9 200.0 200.0. 200.0. 200.0 200.0 48- 200 0 2 200.'0 .200,0� 200.0 200.0, 20Q0 M0.6 200.0 ' I. 60 200.0 '200.0. .0 •200.0 200.0 200.0. 200.0 2000 200.0 0.250" --- 72 200.0 200:0. ;2 200.0 200.0 10.0 188:6 2236.8 180;1 84 200.D -200.0, 195.1 N6.4146.6. 132.5 123S 1222 114896 200.0 359.0 •129.1 95.9 85,9. 79:5 78:5 73.0 4.000"2 59:1' 54.4 53.7 49.5 ONE- LILLION DIAGRAMS: DESIGN PRESSURE UM(TS FOR MUWON:2''x4"-TYJ YMUWONS SPAN A: 'TRIBUTARY WIDTH Vd[IN.) •I '(IN. 18 1 .24 30• ;3&- 42 48 S3.04 54 - 60 ,I MULLIO N- 24 200.01 200:0 200.0 20C.0' 200.0 ,200.0 200.0 2 200.0 0.250" MULLI _ .I 36 2004 :200.0. 200.0 -200.0 2D0.9 200.0 zoo 2" X 4"IVI U LLI Ct.N 48 200.0 200.0 200.0 -200.0 200.0 197.0 178 0 1751 - 66 260.0 .2W.0 ,200.0_.200.0._ 180,1 357.& 142.4 1401 126.1 ALUMINUM 6005-T572 200.0, . ; 84 200.0 20Q0� .oO 2M0. �315Q1 12&7 112.6 ..118,7 1001 105:1. _.. •� 10.4 145.2 10�8:9 81.1 03. 62.2 54.5'. 101.7 1001 90.1.. .. _ . .. 7Q1 �6&9 62.0 .. 1R)BUTARYWIDT INl+W2 ' . 49.2 48.4 ,43.6 2 TWO.-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET I CT1ONSiON USING TABLES.SEE SHEETS 4AND'SFOR-TYPICAL INSTALLATION_MIETHODS;&.CCIP`DETAILS: .2. UNEAR RPOLATIO EEN-LISTEO WIDTHS'AND SPANSISALLOWED. :3: SE' SHEETF0 SPECIF LUONMIMENSIONS. 4. SHEET.3FORSPEGIF.CCLIP NSIONS_ ANCHOR,REQU IREMIENTS: -,WOOD!014 WOOD-SCREWS - :6MU V4 rrWTAPCC(N5' CLIPS CONCRETE.=1/4 IT1n/.TAPCAN$ QUALIFIED ANCHOR; ..�...._. ....�.__ _... �METAL?1/4"SELFIORILL'INGSCREWS.(GRAD.E_, :. 6. INSTALLATION SUBSTRATES: - -WOOG'ANCHORS SHALLHAVEA'MIN.EMBEDMENT. 72 &.EDGE DISTANOE•OFS".WOOD'S,HALL BE MIN,S G 0i55; HOLLOW.CMU'ANCHORS SHALL'HAVE A MIN.'EMBEDME 1414"&EDGE DISTANCE OF 2-1/2"_HOLLOW,CMU SH,A 0 0 0 o BEMEDIUMWEIGHTCONFORMING70ASTMC51M 'CONCRETEANCHORSSHALL HAVE F MIN.EMBEDM ENT OF;1-3/4"- G,E DISTANCE OF•2-1/2''.CONCRETE SHALL BE MIN,;;4000;PSI,. •METAL ANCHORS SHALLHAVE'A MIN.(3J;THREADS'PENETRATION BEYON AL STRUCTURE.STEELSHALLBE MIN :. 18:GA.,(0.D45"THICK)3S,KSIYIELD..ALUMINUM SHALL.BEWIN.:1/8".THICKALU M6o63=TS. 0 0 a '01 - 2"X:.4" X;-9 3LWOOTmCLIP ) ..i�AlU"-_. 6063?6 ``� F ��� REYISIONB i4�- �d`BE` EAsrEna-epum4tEnva�Lg*.^rws 1 MU USED IN,PAIRS �� Gsteml S.E>N.sVVP,LY ,r�fi 'Q-`�. �. - uui DancmcnvG • Q. �:.� ... ��77R ..rw:' .fi L1YE iLIYJL HVHZCLIPPEDA[UMIN , UBEMULLIONS,, NOTE:'SEESHEET3 FOR SPECIFICCUP.' o T r a VERTICAL AND HORIZONTAL. FIGURATIONS, 'A W 2'.x'4 MULLION TYPESANDbIMENS10N5: O ri(" p <tF ,IE a vnernKeDxr �i�"rF •��. �_'�� .. 02/05/13 TJH.. =` sf00ryry"Wa-pp.�No>�}•>���. ...1. _. ..... __ ... _ .. PA-00b3 N.°f5. '!{;I' � aimwnvano sss>e ]YB CKt.DUM I�►1N(�Vfl.SlE;1lE -. 1 _. .. .." SNEEI: qeY; , rDrc asn�'•uwDaunDK.ua:ies�e °" M're :PrsanwrnK �Y 9 OF:11. 2.000" MULLION " DESIGN PRESSURE LIMITS FOR MUWON:2':x 6"-ONE-WAY MUWONS SPAN TRIBUTARY WIDTH Wd'(IN.) MULLION (IN. 24 1 .30 36 1 42 48 53.125, 54 60 24. 200.0 0 200:0: 200.0 '200:D 200.0 200.0: •.200:0 2D0.0 36 20D,0 - 200.0 200.0 1'200"0 200.0 206.0 -200 0 200.0 --- .48 200.0 '2W.0 00.0, ZOO.0 200.0 20010 200A 200.0 400.0 60 2006 -200.0 200.0 200.0 200.0 260:0 200.0 2W.0 72 200.0 200.0 zoo:o. z.0 200A 197.0 188.01 1E6.8 180.1 84 200.0: 200.0 2oo.0. 1 171s 157.6 448.7 ,147.5 140.3 96 200.0 200.0 . 186.8. 16L6 44.1 14L3 323.'0 '1218 114.6 ONE-W . ULLION DIAGRAMS 108 200.0 19Z0 1627 140:1 412:6 .104.8, 103;8 97.0 6:000" ' DESIGNPRESSURE LIMITS FOR MULUOM 2"x:6":=TWO- - ULUONS (MULLION SPP,N'L' TRIBIIfARY WIDTH W.(IN,). MULLION (IN.) 18 24. 1 30 1 36 1 42 48 53.2L 60 24 V 200.0 200A' 200.0 200.0 200.0 200.0 zoo. 00.0 36 200.0 200.0 200.0 .200.0 200.0 200,0 200.0 48 200.0 Z00.0 200.0 200.0 197:0 178.0. V5.1, W.66D 200.0 200.0 200.0 180.1 157l6 142A ,140.1 126.1 72 200.0 2M.0 175.1 150.1 131.3 118.7 116.7 105.184 I 200.0 180.1•. no.1 128.7 112"6" i0L7 ..100.1 90.196 ;197.0 iSZ6' 13L3: 112:6 ,9&S 89.0- 87, 7a.a WI;MUL'ILIONlos, 175:1 140.1. llfiJ7 100.1 87.6 79A 77s 70.a -AL UM.6005=T5 TWO-WAY MULLION DIAGRAMS TRIBUTARYWIDTH= Wl+W2 2 TABLE,NOTES:. `1. SEE SHE OR`:INSTR NS ON USINGTA8LES.,SEE'SHE ETSA AND 5 FOR TYPICAL INSTALLATION.METHODS`&CLIP:DETAILS: 2. LIN_ ERPOLATIONB .LISTEDWIDTHSAND.SPANSISALLOWED. - QUALIF110 ANCHOR CLIPS, '3- S IS SHEET FOR SPECIFIC NDIMENSIONS; .4 E SHEET 3.FORSPECIFI000PDIME NS. ANCHOR;REQUI REMENTS: 0:W60D:114 W009,SCREWS; .:CMU 1/4"I W TAPCONS' o_ - 0 .n 0. ..L6NCRETE:1(4 ITWTAPCONS, •aJIETALz 1/4"SELF-GRILLING SCREWS(GRADES)' 6; INSTALLATIONSUBSTRATES: WOOD ANCHORS SHALL HAVE'A MIN.EMBEDMENT'OF'1-1 EDGE DISTANCE OF 1".WOOD SHALL BEMIN S G O SS: HOLLOW;CMVANCHOR&SHALLHAVEA MIN.EMBEDMENTOF 4"&EDGE:DISTANCE.OF2.1/2"_NOLLOW:CMUSHALLBEMEDIUM WEIGHT'CONFORMING TO ASTM C 90: ' CONCRETEANCHORSSHALLHAVE-A.MIN:EMBEDMENTOF.1-3/4"&ED_ ISTANCEOF2,1/2".,CONCRETE.SHALLEENIIN.4000PSI. •.METALANCHORSSHALLHAVEAMIN.(3)THREADS PENETRATION BEYOND L STRUCTURE:STEEL SHALL BE MIN.18 GA.(U45" THICK)133.KSI YIELD.,ALUMINUMSHALL BE MIN:1/8-THICK:ALUMINUM 60636. 0 0 0 ,o: .� X qll X 8Ii L.CLIP REVIsiow$ y... E4'RRNMCMITEttUR�I SY"16.i5 (NUM 6063-T6, F STET u[rM1L bYI'P1N *� ST BE USED-IN PAIRS - ,,,,,,; ,,,,,,, Mi%.W=AVL. `� O W ... .....oe-. A71dYtAS Ally aera+oi.nao; me HVHZCLIPPEDALUMIN BE MULLIONS' - - - - - --b = VERTICALANA'HORIZONTAt, IGURATIONS NOTE:SEESHEET3 FOR"SPECIFIC CLIP, T T r 2:x 6 MULLION .. m--------- r,. rxFrnAEUD.: TYPES AND DIMENSIONS. t (� Cj�;Q� 02OS/13;.. T1H N� j PA0003 `306 FIST e{�,f F[�d BhM'SiE,116 -- DAVn'eFAM. 'BY. MTE DESCAa!D91 FEV SNECi; REV -. 7nvcccar.v.M1urNORa�nDu uaaD"sTe .. ... '10 OF.11 - r - EXAMPLES OF TWO-WAY MULLION ASSEM13LIES EXAMPLES OF ONE-WAY MULLION.ASSEMBLIES MULLii MULL — $ANT I 'wi, �— SPAN u MULL SPAN'L' .. .. _ 'Wl' f` 1�. 1 ,W2. jI MULL I� SPAN:L'.V//z ,W2. HORIZONTAL MULLION HORIZONTAL MULLION? TRANSOKO.VER:MULTIPLE UNITS MULTIPLE UNIT.'ASSEWLY VERTICAL MULLION HORIZONTAL MULLION 'Wl' — 'VN2' ..... .. .;I. ' MULL MULL SPAN,9 I 5PAN'L'. MULL ,SPAN%! VERTICAL MULLION: HORIZONTAL MULLION' HORf20NTA,L MULLION; HINGED DOOR W/SIDEUTE ``�1�•S F '�,,'_- ,'.._�►' .:gO� - �*1 FnS'iCl?N LET/a� i -NOTES � Jam``� O�� �' REVISIaNs �dS.®��f�A� fib n�s�k�estmgrltirr 1. DRAWINGS ARE DIAGRAMMATICIN'NATUREgNDCONFIGURATI0NSN0T, Z,, O — i SPECIFICALLYSHOWN:MAYBEEXTRAPOLATEDF.ROMTHMOSESHOWN,; - � .�'J� 7 ;�:— % -?�*« rt IFTHE.GOADING,SYPE.'.CANN07 BEDETERMfNED,USETNO,WAY=A55EMBLY y- �'�('_ „ •'k' HVHZCLIPPEDALU IINUMT tit,MUR�A0N5 CO NFIGUR4710NVALUES: T ULLION FSSEONTAL Y AND LOAD EXAMPLES TI S $. FENESf}ti1TI0NPRODUCTS`SHAILBEANCHOREDASRPPROVED. . p Q t[i�. VMTmmT vNrr.MB wE uour Z _. _ a TJH L �uwrc�GORonuu. - `r!SC1[GHfM1( P�\�`` ... .. .. ORnWWC 40: a !L" iaP[CERTIFIGTEOF PA 0003. N:75 `AurNoagnnoNNvasoa , aoe EAST o t1H DIJC'sa.sse' sneer Rei,, , ee4x�erne t n aaRr BY DATE oe=pxnmNa pEv. _11 OFll' fTlPECER '