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HomeMy WebLinkAboutProduct Approval (2) 6/7/2019I i 1 O \1a13 1 � d)�B Iding Code Online i ' =a A rim SCIS Home I Log In I User Registration i Hot Topics I Submit Surcharge Stats&Facts I Publications I Contact Us I E Florida olffivProduct Approval Y r USER: Public User a Mme,. Product Approval Menu > Product or Application Search >Application List>Application Detail 'v. FL# FL17472-R3 Application Type evision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be POC and/or the Commission if necessary. Comments Archived Product Manufacturerastern�Architectural.�System�s Address/Phone/Email 41 Domestic Ave. Ft. Myers, FL 33912 (800) 432-2204 Ext 4305 jflesher@easternmetal.com Authorized Signature James Flesher jflesher@easternmetal.com Technical Representative Timothy J. Hoard Address/Phone/Email 10030 Bavaria Road Fort Myers, FL 33913 (800) 432-2204 Ext 4314 thoard@easternmetal.com Quality Assurance Representative Address/Phone/Email Category ------ - -- -- � - (EWindowsSubcategory Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Keystone Certifications, Inc. Referenced Standard and Year(of Standard) Standard AAMA 450 TAS201 TAS202 TAS203 Equivalence of Product Standards https://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6AvC°/a2bOtoUJS%2fr7NaD9SzMxXwfpyvfrXvrA%3d%3d 1/3 Florida Building Code Online . . ' Certified By ^ Product Approval Method Method 1Option A Date Submitted 02/14/2018 Date Validated 04/04/2018 Date Pending FBCApproval Date Approved 04/11/3010 Summary of Products FL# Model, Number or Name Description 17472.1 HVHZ Clipped Aluminum Bay/Bow HVHZ Clipped Aluminum Bay/Bow Mul Mullion ' Limits of Use Certification Agency Certificate Deislign Pressure: N/A Iristillaitioin Instructions Other: See drawing set for mullion size, angle and design FL17472 R3 11 PA-0004 S 2018-02 pressure rating Verified By: Hermes F. Norero, P.E. 7 Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17472.2 HVHZ Clipped Aluminum Tube Mullion HVHZ Clipped Aluminum Tube Mullion Configurations Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL17472 R3 C CAC EAS 622-101C.A Approved for use outside HVHZ: Yes FL17472 R3 C CAC EAS'6�24,-Qk impact Resistant: Yes FL17472 R3 C tAC EAS 622-103CA Other: See drawing set for mullion size, configuration and design FL17472 R3 C CAC EAS 622-10k pressure rating Quality Assurance Contract Expira Installation Instructions FL17472 R3 11 PA-0003 SS 2018-0 Verified By: Hermes F. Norero, P.E. 7 Created by Independent Third Party: Evaluation Reports FL17472 R3 AE PER5505 SS 2018 Created by Independent Third Party: ' Contact Us 2601 Blair.. tone Road,Tallahassee FL 32399 Phone: 8SQ-487-1824 The State,fFlorida isaoAA/EEO employe, :� �:euu���u�u—S/ Under Floridalaw,email addresses are publicrd If you do notwant your e-mail address released inresponse toapub electronic this by traditional mail.If you have any estions please cot Section 4ss.27s(z), Florida Statutes,effective October 1,2012, licensees licensed under Chapter455, F.S. must provide the ifthey have one.The emai|sprovided may beused for official communication withch licensee. However email addresses an tosupply apersonal address,please provide the Department with anemail address which can uemade available mthe pL licensee under Chapter 4s�, r.S,please click here. ' Product Approval Accepts: hftps//mmw.flondobu||dinQ.vm/pr/pLapp_Ad.uupx?pe,om=wGEV%OvmOntCUGgvjQb.6AvC*/`ubOtoUJ5�/`ofTrNoo 3dY63u 213 398 East Dania Beach Blvd. BUILDING DROPS suite 338 A Perfect Solution in Every-Drop! Dania Beach, FL 33004954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of -Eastern Architectural Systems HVHZ Clipped Aluminum Tube Mullions for Florida Product Approval FL# FL17472 Report No. 5505 6th Edition (2017) Florida Building Code Method: 1—A(Certification) Category: Windows Sub—Category: Mullions Product: HVHZ Clipped Aluminum Tube Mullions Material: Aluminum 6005-TS&6063-T6 Prepared for: Eastern Architectural Systems 16341 Domestic Ave. Ft Myers, FL 33912 �� F. O ��i Prepared by: �, .•• :F.p • �, Hermes F. Norero, P.E. . 0 Florida Professional Engineer#73778 Date:02/06/18 i 3 : [v Contents: �� F -•'•••.::••• Evaluation Report Pages 1-4 ���is`S�ONAL Digitally signed by Hermes F.Nbrero,P.E. Hermesrlf! O,P:E. Reason:l am approving this document Florida No.73778 Date:2018.02.14 15:47:48=05'00' I ` BUILDING DROPS FL*: FL17472 A Perfect Solution in Eve Date: 02/06/18 Every Dro i P Report No: 5505 Certificate of Authorization:29578 Manufacturer: Eastern Architectural Systems Product Category: Windows Product Sub-Category: Mullions Compliance Method: State Product Approval Method 1a Product Name: HVHZ Clipped Aluminum Tube.Mullions 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. Hermes F. Norero,P.E.does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 61h 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. Limits of Use: 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code,including the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall.be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 6th Edition(2017)Florida Building Code and does not require an impact resistant covering. Individual window units must be impact rated where applicable. 4. Site conditions that deviate from the details of drawing PA-0003 require further engineering analysis by a licensed engineer or registered architect. S. All configurations shown in installation instructions PA-0003 have been qualified as required by Section 1709.8 of.the 6th Edition(2017)Florida Building Code. 6. See Installation Instructions PA-0003 for size and design pressure limitations. Hermes F.Norero,P.E. Florida No.73778 Page 2 of 4 BUILDING DROPS FL#: FL17472 Date: 02/06/.18 A Perfect Solution in Every Drop! Report No:.5505 Certificate of Authorization:29578 Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a Certification Agency through Keystone Certifications,Inc.(FBC Organization M CER1523). _ Referenced Code Sections: 1. 1709.8 of the 6"Edition (2017) FBC Referenced Data: , 1. Product Testing performed by: Certified Testing Laboratories (FBC Organization#:TST1577) Report#:CTLA 301OW-4 Report Date:07/18/14 Report M CTLA 3010W-4A Report Date:07/18/14 Report M.CTLA 301OW-5 Report Date:07/18/14 Report#:CTLA 301OW-5A Report Date:07/18/14 Report#:CTLA 301OW-6 Report Date:07/18/14 Report#:CTLA 3010W-6A Report Date:07/18/14 Report#:CTLA 301OW-7 Report Date:07/18/14 Report#:CTLA 3010W-7A Report Date:07/18/14 Report#:CTLA 3010W-8 Report Date:07/18/14 Report#:CTLA 3010W-8A Report Date:07/18/14 Report#:CTLA 301OW-9 Report Date:07/18/14 Report 9:CTLA 3010W-9A Report Date:07/18/14 TAS Reports Signed and Sealed by:Ramesh Patel,PEE 20224 _ 2. Certification Agency Keystone Certifications,Inc. (FBC Organization M CER1523) Hermes F.Norero,P.E. Florida No.73778 Page 3 of 4 /A BUILDING DROPS FI-#: FL17472 A Perfect Solution in Every Drop! Date: 02/06/18 Certificate of Authorization:29578 Report No: 5505 Installation: 1. Approved anchor types and substrates areas follows: A. For two by(2X)wood frame substrate, use#14 Wood Screw type wood frame anchors of sufficient length to achieve minimum embedment of 1.50"into wood framing. B. For concrete or masonry substrate where one by(1X),non-structural,wood bucking is employed, use 1/4"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed,use 1/4" diameter ITW Tapcon type concrete screw anchors of 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 achieve a minimum three threads penetration beyond metal structure. Refer to.Installation Instructions(PA-0003)for anchor locations,design load tables,and further details of the installation requirements. Design Pressure: See drawing PA-0003 for mullion desing pressure tables,mullion profiles,and installation details. Hermes F. Norero, P.E. Florida No.73778 Page 4 of 4 EASTERN ARCHITEZTU' ..' AL SYST,EM�S HUHZ CLIPPED ALUMINUM TUBE MULLIONS GENERAL NOTES: �'Wil� 4 'W2'—'} r Wl'T'W2'1 1.)THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 6TH EDITION(2017) ( II II FLORIDA BUILDING CODE;INCLUDING THE HIGH VELOCITY HURRICANE ZONE. 3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED.FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 4 MULL INDIVIDUAL UNITS ATTACHED TO MULU DNS MUST BE IMPACT RATED. ANCHOR CLIP 0 SPAtN'C 4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE l,`' I REStSTiNG SYSTEM CAPABLE.OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE TMP // i\ ..—JL FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR'ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. VERTICAL.SPAN S. 1X AND 2X SUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE VERTFLL STRUCTURE:;BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT'OF RECORD E SPANAN'LI!' $ANL TU 'V FOR THE PROJECT OPINSTALLATION. 4 6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FORA MULLTOP� / �/ 0// \ W SPECIFIC SITE.IF SITE CONDITIONS CAUSETNSTALIATION TO'DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITELiSPECIFIC DOCUMENTS FOR USE WTTHTHIS.D000MENT IN 001 NON-HVHZAREAS,IN HVHZ AREAS,ONE TIME PRODUCT•APPROVALTO BE OBTAINED FROM MIAMI-DADE RER. p 7. MULLION&CLIP MATERtAL1 ALUMINUM 600545&6063-T6(AS NOTED) & MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL, f�/, ,�� M, 'WV 9. SEE SHEETS 5.9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,MULLION 7� 9' CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. ANCHOR CLIP, A 10. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING TYP 4 SHALL BE PROTECTED IN ACCORDANCE WITHTHE 6TH EDITIOtJ(2017)FLORIDA BUILDING CODE. TYPICAL-MULLION ASSEMBLY HORIZONTAL°T"MULL SPAN MULL INSTRUCTIONS: SPAN'U 1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. 0 2. CHOOSEAMULLION THAT-PROPERLY.FITSTHEFENESTRATION PRODUCT. 'W2' TABLE OF CONTENTS 3., DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS: • ASSEMBLIES CONSISTING Of STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF _ SHEET REVISION SHEET DESCRIPTION ONE-WAY MULLIONS. • ASSEMBLIES CONSISTING OF.MULTIPLE UNITS MULLED TOGETHER WITH 1 - GENERAL NOTES,INSTRUCTIONS,AND ELEVATIONS MULTIPLE MULUONSREQUiREUSE OFTWO-WAY MULLIONS. M ,W1, • SEE SHEET 11 FOR ASSEMBLY AND LOAD EXAMPLES. 2 - MULLION DETAILS • IF.ASSEMBLY TYPE CANNOT BE DETERMINED USE-TWO-WAY MULLION CHART. 4. VERIFYTHAT.MULLION'DESIGN•PRESSURE MEETS OR EXCEEDS.REQUIRED DESIGN 3 - .'ANCHOR CUP DETAILS PRESSURE OF OPENING.USING CHARTS ON SHEETS 6.10. q - MULLION SECTIONS S. QUALIFIED CUP TYPES APPEAR ON SHEETS 6.10.MULTIPLE ANCHOR TYPE/SUBSTRATE/CLIP COMBINATIONSWITHIN AN OPENING AREALLOWED. 5 - TYPICAL MULLION&CUP�ASSEMBUES 6. THELESSER'DESIGN PRESSURE ORMULLION,Olt FENESTRATION PRODUCT WILL HORIZONTAL.SPAN GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING. 6 - 1"X3-1/8."(LIGHT)MULLION DESIGN LOAD TABLES 7 - 1"X 3-1/8"(HEAVY)MULLION DESIGN LOAD TABLES 8 - 1"Xq"MULLION DESIGNLOADTABLES ♦�`\\\ASF. .Q///If' REVISIONS -�� �r �7EASTERN -Of 9 - ITECIURM.SYSTEMS, 2°X 4"MULLION DESIGN LOAD TABLES ♦♦(r.,� ,. �r`rll' Egg�e/ SYPPLY 1a36100MF 11 (((} 5nCAV E 10 - 2"X'6°MULLION DESIGN LOAD TABLES ♦.���`' �'..0 4 _ ........» 11 - MULLION ASSEMBLY AND LOAD EXAMPLES nTu:� HyHZCLIPPEDALUM.lNUMTUBE-MULLIONS' VERTICAL'ANDHORIZONTALCONFIGURATIONS :GENERAL-ANDJNSTALLATiON•NO'TES ttt O�'•, ( pA;'�<v q Dn1F:PRAWN BY.' PREPAREOaT; 'r ♦`' 02 OS 13' T1H " tC�f ('j ♦\ aulm"No DROPS,INC / ��. ♦ 'DMVANO NO: SGLE; FBPF CERTIFICATE OF Digitally signed by Hermes F.NOrero,P.E. / 'AAT \,\. SM Z/6/18 6tH ED.fBC UPpATES 1 PA-0003 N.T.S, rt� aimlowxanoNNaTasTa Reason:I am approving this document �Eep�� at 2019.02.1415:50:49-06'00' saa FASOT�BGtlCR?.TWi m -mY, DATE DESCRIPRON REv. la!E'i RFv: .FffiE'..COAT.W AIRHORI7AnON.xa:M79 -.,1 OF-11 _ —«12.000" F-- 0.250" --j f•— 1.000° --..� 2.000" t-- ---� f-- l.oa � ---{ � 1.00w 0.250" 0.250" 6.000" 0.125" —T .0.125" 4.000" 4.000" 3.125" 3.125" 0.375" 0.625" 0.250" 0.256" 0.250" 1"X 3-1/8"(LIGHT) 1'"X 3-1/8"(HEAVY) 1"X14" Y"XV 2"X 6" :MULLION' MULLION MULLION MULLION MULLION SEE SHEET 6 FOR SEE'SHEET 7 FOR SEE SHEET 8 FOR SEE SHEET 9 FOR SEE SHEET 10 FOR QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CUPS NOTE:SEE SHEET 3 FOR SPECIFIC CUP TYPES AND DIMENSIONS. ' F I�I REVISIONS Alii unrenNAncGrsn:n+s . eastEnN Nera.srRKr r 1GMWL%FL339U E. `YY�l�•'' • �"'}�'i �w u w ov rrrtttRs,ee�zu 7 HVHZ CLIPPED ALUMINUM TUBE MULLIONS * ' * VERTICAL AND.HORIZONTAL•CONFIGURATIONS 0 T T ? MULUONCROSSSECTIONS ��O'•� ( P •••<V�Y: oArE:onAvmen rNEVARen�r: '�'•••. ` 02/0S113 T1H } BU W NG 6RGP5,iNG uRA NGNO: SCALE PA-0003 N.TS. } ceceaRnncAreor AUTXORWnONN0.295T8 30 seacc d»r a Au n ro.. 'er oAne oescruanaN REy OF 11• rev: 0 0-4„ o T� �4 5,. 12.25” p —T 2.25"�o —T--rr-- p o 2.25" 1.75" 2.625" 3.3175" 0 2.25" ° 0 2.25" 0 p " -T 4.625" 5.375" 1L 2.25 0.12.5" 0.125" T. 0.125" 2" 1 1 J— —i--i t 0 o VX 2.25^ 2" X 5" X 2.1/4" L-CLIP 2u X 5 X 13/4n L-CLIP 2" X 4" X 33/8" L-CLIPALUMINUM 6063-T6 ALUMINUM 6063-T6 0.12.5" 2"ALUMINUM 11— 6063-T6 T 10.46" 2" X 4".X 5 3/8" L-CLIP ALUMINUM 6063-T6 2.50" 0.722"---1 I� 2.25" I I 2.25" ° o o o —T 0.722"---110.46' \/ 2.25" 0 2:25" ° `p 2.25." 0 2.25' 1 0 1.715" _1 0 �° _L 2.335 2,25" I 2.25" p o 0 1 InI fns 0.188" //\ /111.25" II II ° 2.25" 0 2.25" o T 2.125^ 2.125' T H .1015/32" 21/4" H-CLIP —1 -1 1.zs n 0.188" X' 21/4" U-CLIP 13/4" U-CLIP T II ALUMINUM 6063-T6 ALUMINUM 6005-TS ALUMINUM 6005-TS I , n u 1015/32 X 1.3/4 H-CLIP 8.25" ALUMINUM 6063-T6 2.25' 2.25" 2.25' 0 0 0 0 2.625" REVISIONS g - .� '' .. E,asrEnNAricaiECEilwu'srsieNs' p ° p ° �'•,, EASMRN METAL GYMY IWILDOMESMAM � q .0.125" 4,,.U= .,. `' �MrcncEEassv ... , 1�401@790 0.875" n nnnE - ILII 1 * � * _' HVHZCLIPPED ALUMINUM TUBE.MULLIONS -p T T VERTICAL AND HORIZONTAICONFIGURATIONS ��C) ': OP �W\ CLIP DETAILS 81/4" X-3 3/8" Hi-CLIP .� �. DATE DRANK BC PREPARED BT: �F`s�'•••... ••'`G� �\ 02 05/13 TJH ALUMINUM 6063-T6 i� ( `. ,�� DRAINING 6CAEE BUILDING DROPS.INC ficATE OF JOE EAST A 335 '' PA-0003 N.T.S. i{ AUINDBRAFBPE TION NO.29578 . _ 'rBPE CERT.-W.wnWDRMOON NO:.20M [DAM DESCRPnN EtEV 5 3 OF.11 nom: INSTALLATION ANCHOR INSTALLATION ANCHOR INSTALLATION ANCHOR E7,—\\ 11/2"MIN. (SEE NOTES SHEETSMULLION,TYP. (SEE NOTES SHEETS I HORIZONTAL 61 1� 2 1/2"MIN. (SEE NOTES SHEETS EDGE DIST. 610 EMBEDMENT 6-10) CONCRETE OR I MASONRY BY OTHERS '4 o MULLION CUP CAULK BETWEEN 4. < 11/4"MIN. 3/4'MIN. EXTERIOR P. 4. EDGE DIST. CONCRETE/MASONRY&1X 4 EMBEDMENT WOOD BUCK BY OTHERS - Nl—U CLI I TYP. EXTERIOR INTERIOR BY OTHERS t 1 X WOOD BUCK CONCRETE OR MASONRY BY OTHERS •—. CAULK BETWEEN v MULLION CLIP CONCRETE/MASONRY&2X VERTICAL MULLION,TYP.- TYP. WOOD BUCK BY OTHERS 2 X WOOD BUCK­� ° * —--—— — EXTERIOR INTERIOR BY OTHERS INTERIOR TYP. rOMPRIZONTAL SECTION _MULLION T-muLuoN iNTEFISEcrormft. TYP. SIDE VIEW rB-\ VERTICAL SECTION k,,4) JAMB-IX WOQD'8UCK T— SIDE VIEW HORIZONTAL(g)MORRORTAL SECTIONHEAD-CONCAETE/MASONRY I I SIDE,VIEW-VERTICAL INSTALLATION ANCHOR (SEE NOTES SHEETS 6-10) —HORIZONTAL MULLION,TYP. EXTERIOR i I INTERIOR EXTERIOR INTERIOR MULLION NOTETYP. MULLION CLIP DETAILS SHOWN ARE TYPICAL-FOR ALL —TYP. MULLION&CLIP ASSEMBLIES.SEE VERTICAL SHEETS 6-10 FOR ALLOWABLE MULLION MULLION,TYP. CONFIGURATIONS,SIZES,AND DESIGN ' _MULLION CLIP PRESSURES. TYP. ("ORIZONTAL SECTION- a' \A� X-MUUJON;INTERSEcr DETAIL A A SIDE VIEW A 11/4"MIN. .4 EMBEDMENT PRECAST SILL .4 REVISIONS A DIVISION Osverenvs F. a -- .�`�tiS F. Q t, r�r!„ EaSfOrn EASTERNWTALSYPPLY BY OTHERS INSTALLATION ANCHOR ANCHOR Z -.0 (SEE NOTES SHEETS 2 1/2"MtM HVHZ CLIPPED ALUMINUM TUBE MULLIONS 'EDGE DISTANCE VERTICAL AND HORIZONTAL CONFIGURATIONS INSTALLATION DETAILS -1?N ARED rX� VERTIJCAL�KECT TJH OUIUNNG DROPS,I t I.PN 0% 02/05/13 .,A S CONCRETE/.MASONRY nwt of ",.Vv !;I D�E L ILL PA-0003 AUTHORIZATION NO.29S78 U-VERTICAL ago 338 GATE FMBPKE .�M AU Na 205 40F 11 VERTICAL MULLION V U-CUP TO MULLION - CONNECTION HORIZONTAL MULLION H-CLIP SUBSTRATE.BY OTHERS SUBSTRATE VARIES,SEE NOTES SHEETS b-10 H-CUP ANCHORS ALL INSTALLATION HOLES MUST HAVE AN-ANCHOR INSTALLED IN THEM MULL11,0,N<ANP.CLIP..,ASSEMBLY TYPICAL ASSEMBLYSHOWN WITH 19 z 34L0"MULLION AND H-CLIP.OTHER.MULUONS'AND CLIPS-ARE APPROVED. SEE INDIVIDUAL MULLION SHEETS REVISIONS _.._�� s a F%45TFJW cnwa-evsiFiis 'iRE HVHZ.CUPPED;ALLIfvIlNUMTUBE MULLIONS. VERTICALANPHORIZONTAL''CONFIIGURiATIONS- p MULLION RSD C IVASSEMBL 'D AILS %,O L pP rtt„� w,E oww,M. PREPnNFnBn G ,C` 02 OS 13 TJHJAsoEaNcoRcesnic II s •_�� t� 6RAWiNONR•. gam: FBPEQPTFICATE OF ALM PA-0003' N.T.S. 0Rwrwr.axs NM .ueFAsi� sic wRM FBPE wr°r a ntt na oiw7e: . :Br w1E oEs WMN REV :OF.11 �^ 1.0001, MULLION DESIGN'PRESSUREUMITSFOR MUWON:1"x13-1L8" UG -ONE-WAYMUWONS 1 MULLION SPAN'C' TRIBUTARY,WIMTHdiM11''IN. IN. 0. 24 30- *71A 8 53125 54 60 - 24 200 0 200.0, 200.0 200.0,',260.W0.0 200 0 200b ,200.0 36 ..200 0 200.0 2000' -200 00.0 200 0-:2000 .200.0 0.125" 48 200.0' .200.0' 2000', ;200.0. 0.0 '200.0'- _200 0 200.0 3.125" �- 60 200.0 200:0 ;281;0-' 15&0 4:3- 129.8 '429.3 •227.6 72 1616. 123.7 101.5 87.3 11 67.2 '66.7 63.8 84 ':1.01.0 76.9` 62.7' 53 5 2:6 39.7 393 369i �+7.4 51:1L5352 7.6 25.6 252 235 ONE-WAY MULLION-DIAGRAMS 108 47:2 35.7 2&9 24.4 ^2L3" 19.0 17.5 17.2 15.9 �y 0.375' DES16NPRESSURE UMITS.F.ORMUW0N i x3-118 LIGHT)�TWO-WAYMULLIONS 1"X-3A/H11•:(LI,GHT) MULLION `-----f SPAN'L' ' .TRIBUTARYWIDTH-W'IN. ALUMINUM 6005-T5 MULLION (IN.. 18 24 30 36 X1`42 ,48• 5=5 54 60 MULLION 24 '200.D 200.0 2W0 0 :200.0 2000 _2M0'-' 2000' 200.'0,,.200.0 '36 2000 '200.0 2000'."2000 '419-LA' -167.5 1513` 14&9 134.0 48 .200 0. 12110.0' 200 0' 167.5' 1143 6. 125:6. 113.5 '11L7 .100:5 60 -2000 200.0 1608 1340!. 11149 100,5 908.':893' 80.4 WI+W2 '72.--1578 118:2 945 ' 78.8 :675 '59.i 534 525.`47.3 TRiBUTARYWIdTH= 2 84> 99.2 74:4 591 49 6 1425 '37.2 33 ii =331 1,29.8 96- 66S - 49:9 34:9` 33.2"-,42&5 24.9': 215 22.2 .`19.9 .I I - 108' 1 46.7 - 35.0 28:0 1 23,3 'x'20.0 17.5 15.8 15.6 [.14.0 --(1-- TWO-WAY'MULLIO.N DIAGRAMS TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONSON USINGTABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. 2. LINEAR INTERPOLATION BETNIEEMUSTED'W1 THS AND'SPANS IS ALLOWED. 3. SEE THIS SHEET FOR,SP,ECIFIC-MULLION:DIMENSIONS. 4, SEE SHEET 3F ,ORSPECIFIE:CLIP DIMENSIONS. QUALIFIEDANCHOR'.CIIPS S. ANCHOR REQUIREMENTS: •WOOD:#14 WOOD SCREWS •CMU.,1/4"ITWTAPCONS •CONCRETE:1/4"iTW TAPCONS •METAL-1/4':SELF-DRILLING;SCREWS(GRADE 5) 0 0 0 6. INSTALLATION SUBSTRATES: •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF V.WOOD SHALL BE MIN.S.G.0.55. 0 •HOLLOW CMU'ANCHORSVALL HAVE'A MIN;EMBEDMENT OF 1-1'/4"'&EDGE DISTANCE OF 2=1/2".HOLLOW CMUSHALL 0 0 0 o BEMEdiUM.WEi6HTCONF.ORMINGToASTM C90. 0 •CONCRE7EANCHORSSHALL HAVE A MIN.EMBEDMENT OF 1-3/4"'&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE 2"X S"X.2:1/4" L-CLIP MIM.4000PSL 21/4" U-CLIP •METAL ANCHORSSHALL+HAVE A MIN.(3)1HREADS PENETRATION,BEYOND,METALSTRUCTURE,STEEL SHALL BE MIN. ALUMINUM 6005=T5 AIUMiElUN16063 T6 18'GA.(0.045"THICK)33 KS(YIELD.ALUMINUM SHALL B£'MIN:1/8"THICK'ALUMiNUM 6063 T5. �� MUST BE USED IN PAIRS U-CUP FOR USE.ONLY'(N MULLION-TO-MULLION CONNECTIONS O O F ,� !-� REVISIONS �-� }�r�Si'iM�j7 EnTEax�xccnrsn%srsiEns EASTF.WtxETKSYPPLY 0/� - 16313 aaME111C�VF. \ ` .V NOTE:SEE SHEETS FOR SPECIFIC CLIP 0 0 o a 7aM HVHZ•CLIPPEOALUMINUM.TUBE.MULLiONS TYPES AND DIMENSIONS. 0 T T VERTICALANpHCIRIZONTAL:CONFIGURATIONS n 11 1 x 318 LIGHT.IVIULLION' 10:15/32: X 21/4 HTCL#P - o r. .\\. DA>E PR„W„a,,:, YNEPMFAaT: ALUMINUM 6063-T6 ti -l�T�s lC9$�ww 02 05.13 TiH !' RmlwxaoRaas:lxe ORA" SCntL� r� FBPECERIIFICATEOF lAldRtlt63w PA0003. N.T.S tiEfj ` auTxoswnoxxo.2ssle 39a - sxE�t; REV:• :.FrsE.mlr.'.arwmaiarwoa:xa.lesTe•; :exp. ?JE. oesawvTlox fiEv 6.OF.11 MULLION DESIGN PRESSURE LIMITS FOR MULLION:1"x3.1/8".HEAVY ONE-WAY MULLIONS SPAN'V - 71 arrARYcW I)TH'W' IN: 1.000" MULLION IN. 18 24 30:' 1 36 42 1' -48 53.125 - 54 1 6D 24 2000 200 0 200.0 200.0 200.0; 2060 200.0 200.0' 200.0 36. :200.0 2064- 200.0 20DA 200 6.1200.0 200.0 2D6.0 "260.0 48 .200.0 2000 200.0 2DODa 2000-''2000' 200.0 '200.0' 200.0 0,125" 60 '200:0- ,.200.0,- :�20D.o. .19L4 ' 176.7:-'.167.5 •1622• •161.6 ;159.4 72 200,a 154:5: ;'126.8"'.w 1095' 97.1' .'8&9 '94.0' 813' 79.7 3.125" 84 .126.2" 96.1' 7814' �.66.8 :5&9= 33:2 .49.6 49.1 '-'46.1• 96 84.2 _'639.. 51,8 r- 44.0 38:5' "3+1.5 '..3L9 - .31.5 29.3 ON.E-W'AY,MULLIO.N':DIAG.RAMS 108" 58:9 44 6 .•36:1• 30.5 26:6. •23.7 2L8 DESIGN PRESSURE LIMITS FOR MULLION:Vx3-1J8".HEA -TWO-WAY MULLIONS 0.625" SPAN'L' TRIO UTANY.WIDTH'AW 114. .1EE X 3.118t!(HEAVY)"MULLION IN. ' 18. 24 30 36 42 '48 53175 54 60 MULLION ` z4 2000 200.0. z00.o -200.m. 2000. zOpp zo0:0 2000 'zOD.o ALUMINUM 6005-T5 MULLION 36 •2600 •2000 200.6. 2000• 19L4 1675 151.3 1489 134.0 48 200.o.-• '200.0 '200.0. -,ws 1436' %•125.6, ,la5 11L7'.:10D.5 60 200.0• •200.0'- 160:8 --134.0- 114.9 100.5 90:8 89.3' .80.4 72 196:8 147611831;. 9&4 84d '.73.8 -.'66.7' '.65.6 59.1 Wl+W2 84 124.0 930 '•74:4 : 62.0 53.1 ' 465 -•"42.0 4L3 37.2 TRIBUTARY WIDTH= 2 96 83.0 62.3 49.8. 41:5' 35:6 31.1 28.1 27.7 •24.9, �� ti•� 108 SR.3 43.7 35.0 24.2 25.0 2L9 19.8 19.4 17.S TWO-WAY MUL'LION.IDIAGRAMS TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS.ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. 2. LINEAR INTERPOLATION BEfWEENtUSTEDWIDTHSAND SPANS ISALLOWED. 3. SEE THIS SHEET'FOR-SPECIFIC A 4ULUON•DIMENSIONS. 4. SEE SHEEF3-FORSPECIFIC.CUP'DIMENSIONS, QUALIRED.ANCHOR CLIPS S. ANCHO&REQUIREMENTS: no .WOOD:R14 WOOD SCREWS .CMU:1/4"ITWTAPCONS CONCRETE:1/4"ITWTAPCONS .META /4"SELF-DRi LING SCREWS(GRADE 5) 6. I NSTALLATI ON'SU BSTRATES: 13/4"U-CLIP o o •WOOD ANCHORS;SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE'MIN.S.6.=0.55. -.HOLLOW CMU'ANCHORSSHALL HAVE:A MIN:EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL ALUMINUM 6005 TS, BE MEDIUM WEIGHT CONFORMING TO ASTMC 90. 0 o 0 0 .CONCRETE ANCHORS:SHALC HAVE A MIN:EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE U-CUP FOR USE ONLY IN - MIN.4000 PSI. CONNECTIONS ULLION 2EE X 5E'X'.13/ '!L•CLIP •METAL ANCHORSSHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. 18 GA.(0.045".'THICK)33 KSI YIELD.ALUMINUM SHALL$E MIN.1/8"THICK'ALUMINUM 6063-T5. ALUMINUM•6063;76 *.MUST BE USED IN PAIRS REVISIONS ' ' EASVJkNARCKRECTURAi'9YSTEMS Q -,,, 5 -��{ ,Eastern EA� �Y `��((�• ` �163tl DOMESnCAVE O O O i t n �.+e.oe - RMtERS:R33932 } NOTE:SEE SHEET 3 FOR SPECIFIC CLIP 2* * T HVHZ CLtPPED,ALUMiNUM.TUBE'MULLIONS' TYPESNS.AND o o o n T 7 �' VERTICALANDHORIZONTAL'CON FIGURATIONS 1"x.3-1/8'HEAVt"NI LUON, u ( P,. DACE;DMYYN by" rPEennED err 10;1-5,/32 13,4 WCUP -.,�� �� 02/05113 TJH ALUMINUM'6063 T6 -ii MR�?G, ,DMVANDND:, $CME. � nn •FOPEaRRTIFFWAATTEOF NNqq,, 77��� 'A-0003. N.T.S. 9 Vf AUTHDRRAnoN NO;29579 EA47�S#H:BE1Td.'+Sm 738 GAWAa Fu77DOHY ,BY:<i.DATE DESOMMON EBPE' REV QRretlF, nDNiNa 2asTe �''Z OF.11' 4 • ' MULLION DESIGN PRESSURE LIMITS FOR MUWON:4 x4"-ONE-WAYMUWONS 1.000" MULLION SPAN'V -TRIBUTARY WIDTH. -(IN.) IN. 16 24 ,30.• .36"• "42 ' 48 153.125. .54 60 24 2000 200.02000 200. 2000 2060 2W6 '2000 20D.0 36 200.0, 200.0. 200 0 "200 0 'X200 0 i00.0 2000 :'200 0 :200:0 0.250" 48 2000 2600' 2000.. 2000 .`2000 200:0 :20D.01 2000. 200,0 60 2000 200.0" X2000• :200.6 20Ds0 200:0 2060..'200:0 72 : '.'2000 166.01.4060' 181Srs^.1616^' 147.9 1397 'IXIS "132.6 4.000" C 159:9 130:4 .111Y 88: "no' S. ..825 .:81:7 76.7 ONE-WAY.MULLI,QN DIAGRAMS 96 140.1' .106:3, 86:3` �.m73.2•- --64:1't;.;57.4 53:1"' '525' 4&$ Still 98.1 ` 60.1 50:$. 40.3 ..._39.5 36.3 3S.9 33.1 DESIGN-PRESSURE LIMITS F-OR,MUWON:,1"x.4"-TWO-WAY MU W ONS MULLION SPAN't' TRIBUTARYV DTH'W"IN' 0.250" MULLION (IN.) S$ 24 30' 36 142 "48 slur 1 54 60 24 200.0• .200.6 2000- 2000 1"260.0".1,120d.0 2110.0,. '2oe0..-200.0 1" X 4" Mt.-ALION - ( 36 2M6-1. 206.0 2000-`zoao. :+200.6 '206.0 :100.0-1-260.0 '1985ALUMINUM 6005-T5 I 48 ;200.0 '!260.0 200:0:_1. 0.0 200.0'. 186.1 168.1-':'•.:165:4'' 148:8- l 60 -2000 200:0 2000A 198:5 '170.1 148:81'345..1323 119:1 72 .2000 .200:0 19611- 1638- ..1404 122:9 1110 ;109.2 98.3 W1+W2 84 2000 154:7 1238'. 1032 884 7h4 699 1.6&8. 619 TRIBUTARY WIDTH= 2 96 -.138.2 103:7 $2.9.'- - 1 :59 2 S1:8 46.8 '46:1 415 'iff 10$ 97:1 728 '58.2 I -48,s 1 416 '36.4' '31T •324 ' 29.1 TWO-WAY,-MULLION-DIAGRAMS TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS:ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CUP DETAILS. 2. LINEAR dNTEATI RPOLON,BETWEEN;LISTED'WIDTHSANDSPANSISALLOWED. 3. SEE THIS SHEET'FORSP.ECIFIC MULCION,RLMENSIONS. 4. SEE SHEET-3 FOR SPECIFIC CLIP`DIMENSIONS. S. ANCHOR REQUIREMENTS: •WOOD:1114 WOOD SCREWS • CMU:1/4"ITW TAPCONS• • CONCRETE:1/4"ITW TAPCONS QUAIIFLED ANCHOR CLIPS 6 •METAL:1/4"SELF-ORILLtNG3GREWS(GRADES) . INSTALLATION SUBSTRATES: •WOOD<ANCHORS SHALL HAVE A MIN.EMBEDMENT OF-1-1/2"&.EDGE DISTANCE OF S"..WOOD.SHALL BE.MIN.S.G.=0.5S, •HOLLOW',CMU ANCHORS;SHALL HAVEW MINLEMBEDNIENT'OF 1-1/4"&EDGE DISTANCEAF 2-1/2":HOLLOW CMU SHALL BE�MEDI,UM'WEIGHT'CONFORNRNG TO ASTM-C 90. 0 0 0 0 -CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE 0 0 0 0 MIN4000:BSI,' •METAL`ANCHORS SHALL HAVE A MIN,(3)THREADS,PENETRATION BEYOND METAL-STRUCTURE:STEEL SHALL BE MIN. 18 GA.(0:045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8-THICK ALUMINUM 6063-TS. 0 0 0 0 0 0 0 0 \ l - , ¢wsn`:ruinxcxneciuwuovsrEM9.• 11 11 11 \\O $F. OIC REVISIONS =� nwviswr+oe- 2 X,4 X.1:3101`1 tAUP ,1 11 � o << 'Ea1401. t Y. ALUMINUM:6063-T6 81114, .X.3'3/8 H.C.LIP �.��� i�`p��, t�■ �t • MYERShF ll9 2VE "MUST BE USED IN PAIRS ALUMINUM 6063-T6 r; :O M +arr ass,so 7 nne- *, HVHZiCLIPPED'ALUMINUM'TUBE MULLIONS, VERTICAL AND CONFIGURATIONS • T T 1 1"•x4 MULLON NOTE:SEE.SHEET3`FOR,SPECIFICCUP 'J 7eorw Tw�vnnF?"x: TVPES'AND DIMEyS10NSi �y FS " p G\a,`�� 02 OS 13 on7H 1" euuaxcoxo9s ixc tel. +J�, 7 7��\\\ !•�eaE. o.uo Easoos_ . onTE oEsoR�erw» - : aG ' IWECUMF �=PA-C 003 N.T.S. A0.39578 396. � aia seEr.BOFmr,aenmz�. I .r DESIGN'P.RESSURELMITS FORiMUWON:2"x4 ONE-WAY MUWONS MULLION SPAN'L' TRIBUTARY WIDTH'W;'IN. -- �•I 2.000" (IN. 18. 24 30 36 ''42 48' 53125 54 60 I I MULLION 24'" 200.0 200.0 200 0 200 0 200 0 200.0: 200.041-200.0 200.0. 36 200:0 200.0.' 2000 ,..2000 -2000 200:0> 2000 .200..0' 200:0 48 .200.0 2000" 200 0 `.20-0-0, 200 0 2000 !106.'0 200 0 200A' 60 200:0 26D.0'.- 2000 ',.200 0 200 0 200 O:k '200.0. -200."0" 200:0 0.250" 72 .200.0 Zoo o:.- 200 0. :.200 n 200 0 .197:0:. 188.0:.--186.8 ••180.1 84 ' 200.0 200 0 195__ . 166 4 .146 6 132.5. :'123.5 '122.2 "114.8 % 200.0. 159:0` 129.1" :'309.5 7i5.9 .-9&9 •:79;S' X 78.5.' 4.000" Ina 146:7 .1111 . "89.9 76:0 66.2 59:1 54.4 53.7'1 49.5 1ONE-WAY-NULLI.ON DIAGRAMS DESIGN PRESSURE UMITS FORMUWON:2"x4"-TWO-WAYMUWONS SPAN'V 'TRIBUTARY-WIDTH IN'.IN. IN. 18 24 30 '36 42'• 48" 53.125' .. S4 60 MULLION 24 200.0 2d.00 20D.0 200 o 200 o 200 0: 200:0•1'200.6' 200.0 0.250" MULLION- 36 ULLION 36 200.6- ' 2 2000 ,}200.0 2000 2000- 2000 :2000. 200.0 2" X 4'"'M,ULLIO.N _ 48 '200.0 200.0-.. 200 0: ton 0 200 0 .197.6.: 178 0'-1751 157.6 60 200.0 -.22000' 2000 .1801 -157.6 1424140.1`. 126:1 ALUMINUM 6005-TS I VA72 200.0 2200.0: . 175:1..:150.1 ;131'3" 118.7 .4i6:7.� 105:18400.0: `2 ]801 ]501 128.7 1126=• 3017.i`•100Y• 90.1 % .200.0 .1 1241" .4034 -'88:6 .77.6' 701 68.9 62.0 RY DTH= Wl+W2 308 145.2 - 108.9 87.1 72TRIBUTAWI 6 '62.2 54.5 49.2 •48.4 43:6 - TWO-WAY`M:ULLION DIAGRAMS TABLE NOTES: 1° SEE SHEET 1'FOR INSTRUCTIONS OWUSING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CUP DETAILS. 2. LINEAR INTERP.OLA.ION-BETWEEN.LISTEDNSIOWIDTHSANDSPANS ISALLOWED. 3. SEETHISSHEETFORSPECIFIC'MULLION-DIMENS. 4. SEE SHEET STOR.SPECIFICCLIP'DIMENSIONS. S. ANCHOR.REQUIREMENTS: •WOOD:#14 WOOD SCREWS [!QUALIFIED'AN:CHOR,CLIPS CMU:1/4" 1/4"ITCONS CONCRETE:1/4"ITW TAPCONS - •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5) 6. INSTALLATION SUBSTRATES: •WOOD ANCHORS SHALL HAVE A MIN EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL,BE;MIN.S.G:0.55. •HOLLOW'CMU.ANCHORS;SHALL HAVEiA MIN.,EMBEDMENT OF'1-1/4 &EDGE DISTANCE OF 2-1/211.HOLLOW-CMU SHALL 0 0 0 o BEMEDIUM'WEIGHTCONFORMINGTO'ASTM'C90. •CONCRETEANCHORS SHALL HAVE N MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE MIN.4000 PSI. •METAL ANCHORS SHALL HAVE A MIN:(3)THREADS.PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. 18 GA.(0:045"THICK)33 KSI YIELD.ALUMINUM-SHALL BE MIN.1/8"THICK ALUMINUM,6063.T5. 0 0 0 0 2" X 4" &X-5jA 8"'Li CLIP MION �� ALUMINUM•6069-T6 ,�%% ST 0�!7�� REVISIONS Fasi¢ndw srsrEru , MUST BE USED IN PAIRS \\\�l�L, �.moi , {L'v� EASTMNErasmPEY FTMnKFEmDAYE: "� : .:'pO i Z 1 •. FTMTERf4lffl 1R 7 �• .00•.00 ,w w.o � 1A774OI3190 HVHZCLIPPED ALUMINUM TUBE•MULLIONS NOTE:SEESHEET•3:FORSPECIFIC CUP 0 T T :: VERTICA.LAND'HORIZONTAL'CQNFIGURATIONS TYPES ANDiOIMEN510NS. '. '�•� \\\• DAM'DP YM BY'• PREPMED BY:, 02/05/13 T1H BUNDINODROMING �I�j yR1I' ``��� iDPAWINONO: SCJLLE: 1 i.UCERTIFICATE OF J78 TASTD .�Eq Bl ,slc sse 'PA-0003. N.T.S. f l AUMOa TION NO.M78 DNBA•BFAW,-GL:1100� :e1-• oAi6 DE FD ON REY �"EEi: REv: FevEanc•:a..AunlamA��1"2.5780 _ ._ .. . .. . .9'ORll. - 2.004" MULLION DESIGN•PRESSURE UNUTS FOR MULUON 2x6".-ONE,WAY MULLIONS' SPAN'C - TRIBUTARY�WIDTH W:IN. MULLION JN: _ .18 Z4 30.' .36. 42 '48 '53145 54 60 fl250' 24 200 0 2003 200 0." 200 0 -'200 6 200 0 200 0 200 0 •400.036 2000 .200;0 2000' 2000- !2040 -2000 2000` 2000 ,200:0= 0.250" 48 200.0. 200.0» 200:0; 200.0 ::200.0"`200 0 200 0 200 0 '•200.0 60 '•200.0- 2003 '2000;1 2000::.:•2000 ^.2060. 20 2000: .200072 200.0' 200.0 .2ao,0` 200:0 c X2000 •';197.0 ',]S8A!- 186-6��180384 "200.0 200;0 200.0', .39100 -.17Ls ,'1576 148:7 1475' 140:1 }y c2oo.Or 286:8" 16Lfi -144.1 '1813 -1233. -121:8 '114:5 G1,NE-WAY`MU.LLION.MIAGRAMS 108 200.0 197.0' 1627' ' 140:1 "124.2 '•112:6 '164.94103.8. 97.06.000"DESIGN P.RESSURE•UMPLS FOR;MUWON Z x,V.'-.TW0,WAY MULLIONS MULUON� SPAN'L' '•TR18UFARY.INIDTHWrf INJ MULLON rIN. 18 24' 30... 36' 42 48, 53.173 54. 60•24 200:0.'. 2000".260.0't.'200.0' ."200:0: 200.0. 'Z00!6.:;200.0...200.0 �`;• `36 200.0. 200'0 ;200:0r 200:0.`•200.0:'-2000: '`200:0 X200.0 100:0 48 .2000 '2000 b()O, 2000 '2000 1970 178.0 175.1 157,6 60 200 0 ''200 0 200 0 v 200 0 1801 157 6 142.4 1401 -126.1 %_`72' '=2000 4060 100:0" 1751 :AW.' 13L3 1187 116.7 :105.1 84 .2000 `200.0 180:1 1501 '1287 •,1126 =10L7' 100:1 -98.1 �» X 6°MLILUQN 96 . 2000 1970 i5Y.6 1313 -112.6 ••9&s 89.0 87.6 .7&8 108` �"200.0 :175.1 - ,140.1 '1163', 100.1���.876 -•79.1- 77.8 70.0 ALUMtNUM6405T5 TW,O-WAY NI.U:LLI:ON.DIAGRAMS TRIBUTARY WIDTH= W1+W2 2 TABLE NOTES: 1. SEE SHEET S FOR INSTRUCTIONS ON USING TABLES..SEE SHEETS 4.AND STOR TYPICAL INSTALLATION METHODS&CUP DETAILS. 2. LINEAR INTERPOLATIONtBETWEENLIST,ED:.WIDTHS'ANDSPANS ISALLOWED. QUALIFIE'D'ANCHOR,CLIPS 3. SEE THLS:SHEET`FOft.SP,ECIFICMUL�LONDIMENSIONS. 4. SEE SHEET3:FOR SPECIF..IC'CL'IP DIMENSIONS. S. ANCHOR'REQUIREMENTS: w WOOD:#14',W000SCREWS w CMU:1/4"ITW,TAPCONS w CONCRETE:1/41 ITWTAP,CONS 0 0 0 O w METAL-1/4"SELF-,DRILLING SCREWS(GRADE 5) 6. INSTALLATION.SUBSTRATES: •WOOD ANCHORS'SHALL-HAVE A MIN.EMBEDMENT OF.1-1/2"&EDGE DISTANCE OF 1".WOODSHACL BE MIN.5;6.=0.55. •HOL'LOW'CMU ANCHORS;SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"',&EDGE DISTANCE OF 2-1/2":HOLLOW'CMU SHALL BE MEDIUM WEIGHT CONFORMING-TO ASWC 90. •CONCRETE ANCHORS�SHALL HAVE A,MIN.EMBEDMENT OF 1-3/4"&EDGE•DISTANCEOF 2,112".CONCRETE SHAU.BE.MIN:4000 PSI. •METAL ANCHORS SHALL HAVE''A MIN:•(3);THREADS,PENgRATION BEYOND METAL,STRUCTUREiSTEEL:SHALL BE'MIN.18 GA.(0:045" THICK),'33 KS1 YIELD.ALUNI(NUi5RAUL,BE MIN.1/9'THICK ALUMINLI46063-T5. 0 0 0 0 2"X 4" X•5 3/8'..' L-CLIP �� s F.,s'� REw510NS' wli_1,1111�! ALUMINUM6063-T6 "MUSTMUST BE USED IN PAIRS "" +anso�aieo * *„ HVN2'CLIPPED ALUMINUM:TUBE MULLIONS VERTICALANDHORIZONTAL,eONFlGWRA7IONS NOTE.SEE SHEET 3'F.OR;SPECIFIC CLIP 2 z 5 MULLION TYPES'AND01MENSIONS. ��an�' L P TY on,E ortnwnor. oer: 02/05/13, TJH ♦!�tS' \� aRnxaxawa.:: PSOV- ;nue 4UPECEORRCAU0F ♦ \ FBPECERnFlNNO.29 PA 0003 N.T.S: AUttioRvaroNxo.xsre auefwsr+o�tEtp�i''Asie spa s�eF: n€v ' cup6oe wma�na�sra.. ev. w nEscawnon 10 OF y1. 10j> �`m®mm�l bmommd�l a�mmmm®� /I�I� Ila �. oei000000 omm A----e. �%�///////////// Aso®®®p��®�0000 V®®aol mmmmmmsmmmmmmmm. �6m®mmmmomo®mmm®mom®m®m®®mmol Ip® pllp® pljpp'® pl /el� o e600s_oo_oes_eJ e a0000®omoBemo®e®®o ------ Ip� pllpp® pl�p� ®®® ®mmmmm lF mmos�r©©oo v m®®m 1 I 0 -Alj p ®j0� e01!e .,ala ip�pllpp�pllp� pllp�of � II� � /Iml� ��®� 101/ 01� 101/ ® /101m� ��0�0 ommmmm®ma i®o®mwmmmo®mmommmsmmommmoe_ o m u000m smeeiss voo®asm�. �101� 'vae®ooa�i� �v®oos�liv mmmmmmmmmmm I®ommmi ®jD�m ® IOIp ®/�®JO��omi®mom • a v e•e o- •• �_