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HomeMy WebLinkAboutProduct Approval (4) RI x .a S jj BCIS Home Log In User Registration :I Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Mapi -Links Search �t `Product Approval ar USER:Public User Product Aoroval Menu>Product orAplkatloSrc >gpijap ton s >Application Detail (/ FL# FL17472 R6 Application Type '' Affirmatlon File Copy Code Version 2020,' i Application Status RECEIVED `„Approved APR ��27 *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necesspry, S o Comments St, Lucia Ceu;ltyD FOR Archived E CDE COMPL.IA���1V`�CE Product Manufacturer i Eastern Architectural s �I� ®I�il�l ■ - U Address/Phone/Email 16341 bomestic-Ave. Ft. Myers,FL 33912 B®CC (800)432-2204 Ext4305 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 Ext4314 thoard@easternmetal.com Quality Assurance Representative Address/Phone/Email Category 1 Windows Subcategory Mullions Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Keystone Certifications,Inc. l Referenced Standard and Year(of Standard) Standard Year AAMA 450 2010 TAS201 1994 TAS202 1994 TAS203 1994 Equivalence of Product Standards Certified By jI affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes ..`iNo N/A FL17472 R6 COC SA17472 SS 2020-12-07 pd Product Approval Method Method 1 Option A Date Submitted 12/14/2020 Date Validated 12/14/2020 Date Pending FBC Approval Date Approved 12/18/2020 Summary of Products 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 R6 C CAC 662-104 C0112.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/22/2021 1 Design Pressure: N/A Installation Instructions Other:See drawing set for mullion size,angle and design FL17472 R6 II PA-0004 HVHZ Mulls SS 2019-09-13.pdf pressure rating Verified By: Hermes F. Norero,P.E.73778 Created by Independent Third Party:Yes Evaluation Reports FL17472 R6 AE PER6414 SS 2019-09-11.pdf Created by Independent Third Party:Yes ..... ....._.._ 17472.2 HUHZClipped Aluminum Tube Mullion HVHZ Clipped Aluminum Tube Mullion Vertical,,Horizontal T andX Configurations Lim its of'Use Certification Agency Certificate Approved for use in HVHZ:Yes FL17472 R6 C CAC EAS 622-101CAR:PDF Approved for use outside HVHZ:Yes FL17472- R6 C CAC EAS 622-102CAR,PDF Impact Resistant:Yes FL17472 R6 C CAC EAS 622-103CAR.PDF Design Pressure: N/A - FL17472 R6 CCAC EAS 622-105CAR PDF t I Other:See"drawing set for mullion size,configuration and FL17472 R6 C CAC EAS 622-106CAR.PDF design pressure rating' E Quality.Assurarice'Contract Expiration Date 07/18/2021 { Installation Instructions FL17472 R6 II PA-0003 SS 2018-02-14.pdf Verified By: Hermes F. Norero, RE;73778 l Created by Independent.Third Party:.Yes Evaluation Report PL17472 R6 AE PER5505 SS 2018-02-14.pdf i. Created,by1ndependentThird Party:Yes ; -------- --. Back _ 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 Slate 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 mail to this entity.Instead,contact the of Ice by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1), 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 emalls provided may be used for official communication with the licensee.However email addresses are public record.If you de not wish to supply a personal address,please 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. Product Approval Accepts: ,Credit Card' Safe Document Title: Doc No: FRM B1-02 Structural Performance Rev No: 7 Page: 1 °t 1 h T ON Certification Authorization Report Required By: PRO 131-03 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 atwww.keystonecerts.com. Licensee Information: Product Information: Eastern Architectural Systems -Model`11x4' Al mru Mulltop HNC%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. 201 8.02.1 6 145 Limekiln Rd. Suite 100B New Cumberland, Pennsylvania 17070 11 :3 7:01 -05'00' Phone: 717-932-8500 Fax: 717-932-8501 W W W.KEYSTONEGERTS.COM Appendix 1 CAR No:622-103.0 �►�� .�eAroN , N�. 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 72 200.0 200.0 200.0 181.5 161.6 147.9 139.7 138.6 132.6 84 200.0 159.9 130.4 111.2 98.0 88.5 82.5 81.7 76.7 96 140.1 106.3 86.3 73.2 64.1 57.4 53.1 52.5 48.8 108 98.1 74.2 1 60.1 50.8 1 44.3 39.5 36.3 1 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 f Keystone Certifications,Inc. 145 Limekiln Rd,Suite 100B New Cumberland,PA 17070 Phone:717.932.8500 www.keystonecerts.com EASTERN ARCHITECTURAL SYSTEMS HVHZ CLIPPED ALUMINUM TUBE MULLIONS GENERAL NOTES: W2 r 1. THE PRODUCTSHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH THE 6TH EDITION(2017) l,r FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE. 3. APPROVED IMPACT PROTECTIVE SYSTEM 15 NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS, r 4 " " �� - MULL INDIVIDUAL UNITS ATTACHED TO MULLIONS MUST BE IMPACT RATED. 0 A SPAN'L'"1 4. ADEQUACYOFTHE EXISTING STRUCTURAL[ONCRETE/MASONRYAND 2X FRAMINGASA MAIN WIND FORCE .ANCHbR,:CUP ;. ��A RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE TYP FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF .. . . - .. , INSTALLATION. _ ) VERTICAL SPAN S. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE' / VERTICAL MULL STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD E .SPAN C L� MULL FOR THE PROJECT OF INSTALLATION. ( 4 I_ SPAN'L' MULLION M 6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FORA , SPECIFIC SITE,IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN ° % 'W2' A LICENSED ENGINEER OR ARCH ITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZAREAS.IN HVHZAREAS,ONETIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER .��, �I 7. MULLION&CUP MATERIAL:ALUMINUM 6005-TS&6063-T6(AS NOTED) Irr 8. MULLIONS MAYBE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL '� 'W1' !� �� r 9. SEE SHEETS 5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,MULLION ' CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. ANCHC R CLIP,< A 10. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING TYP 4 SHALL BE PROTECTED IN ACCORDANCE WITH THE 6TH EDITION(2017)FLORIDA BUILDING CODE. TYPICAL MULLION ASSEMBLY ,-HORIZONTAL"T" MULL SPAN ` _._...r:._.:...______.-. ...,.m....._........_ .-.�... �......-...._...._ .-.-. _....-._......:...�..� MULL INSTRUCTIONS: SPAN'L' r 1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. r 2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. 'W2' TABLE OF CONTENTS 31 .DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS: M + • ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF � I}•SHEET REVISION SHEET DESCRIPTION ONE-WAY MULLIONS. • ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH 1 - GENERAL NOTES,INSTRUCTIONS,AND ELEVATIONS MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS. SEE SHEET 11 FOR AANNOT BE DE LOAD EXAMPLES. y ' 2 - MULLION DETAILS • IF ASSEMBLY TYPE CANNOT BE DETERMINED USE TWO-WAY MULLION CHART. 3 - ANCHOR CLIP DETAILS 4. VERIFYTHAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN PRESSURE OF OPENING USING CHARTS ON SHEETS 6-10. 4 - MULLION SECTIONS S. QUALIFIED CUP TYPES APPEAR ON SHEETS 6-10.MULTIPLE ANCHOR TYPE/SUBSTRATE/CUP COMBINATIONS WITHIN AN OPENING ARE ALLOWED. S - TYPICAL MULLION&CLIP ASSEMBLIES 6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL HORIZONTAL SPAN 6 - 1"X 3.1/8"(LIGHT)MULLION DESIGN LOAD TABLES GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING. 7 - 1"X 3-1/8"(HEAVY)MULLION DESIGN LOAD TABLES a 1"X4"MULLION DESIGN LOAD TABLES %�v �Jj� REVISIONS EASTERN aacn0EcluRaLsrsteNs 'A Es for'ff ADMSNJN S B - 2"X4"MULLION DESIGN LOAD TABLES 1*�'�a• F � ��j. �� o EAs�AD .-arPPLy 10 - 2"X6"MULLION DESIGN LOADTABLES yam`` r �Q�� ■ w Ls1aL DomesTlcavL. 11 - 7$1 ,. ,ciunn.,.' Ft MYERS,FL33911 MULLION ASSEMBLY AND LOAD EXAMPLES '� „1Hru TmE 1dnJ014190 7r ? 1} HVHZCLIPPEDALUMINUMTUBEMULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS GENERAL AND INSTALLATION NOTES DATE DRAWN BY: PREPMED 9Y: �� (�` •' �' 02 OS 13 T1H _ BUILDING DROPS,INC. Digkally signed by Hermes F.NDrerD,P.E. !l � 1`\� - SM 2/6/18 61H ED.FBC UPDATES' 1 DwT PA-0003 s N.T.S. '�' aui IRE CEP aN N0..1 Reason:I am approving thLR document P�r,ex W• ?. Date:2018.02.1415:50:49-0SOD' 198EASoA1a eEFr�.-R Two sxEer: REv; MPE't2Ai OF AlTIORRAIIDN N0.2SSTS BY DATE DESCRIPTION REV 1 OF 11 r 2.000" I�-- — -;1000 2.000" 1.000" 1.000" 0.250e_ 0.250" 6.000" 0.125" 0.125" 4.000' { 4.000" 3.125" 3.125" 0.375" 0.625" 0 250' 0.250" 0.250" 1"X 3-1/8"(LIGHT) 1"X 3-1/S"(HEAVY) 1"X 4" 2"X 4" 2"X 6" MULLION MULLION i 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 CLIPS Awl NOTE:SEE SHEETS FOR SPECIFIC CLIP TYPES AND DIMENSIONS. / *X0N NSF Q,j!)f' REVISIONS IC4� FAB MMONRSC oaRLSrB 3 't St,e r FASTEU MEfN BYPPLY RnnrEu,a999n �anao+aisa TRv HVHZ CLIPPED ALUMINUM TUBE MULLIONS 1 VERTICAL AND HORIZONTAL CONFIGURATIONS P T W MULLION CROSS SECTIONS DATE:OMWN BY: PREPMED BY: ,�Fi�� •Aar. c`�v\Si�*, 0 /05 13 s TJH DPwwo BUIIDINO DR0P5,INC "7'0 � PA-0003 N.T.S. AICAMOF UT op,mnoN N0.29578 �B '!t ]9e FilS gl ,B1E]]B SNEEf: REV: DT MK=.OF AUINDR MON NO.YYSTe BY DATE OEBCaO'fIDN �' 2 OF 11 o d � ' 2.25" � � 2.25" o � 2.25" h/� 1.75" 2.625" �5' O 2.25" 0 � 0 2.25" o 0 0 4.625" 5.375" 0.12 2' 2.25" � 0.1125" 2" 0.125" 2" � � � o 0 2" X 5" X 13/4" L-CLIP 2.25" 2" X 5" X 21/4" L-CLIP ALUMINUM6063-T6 0.125" 2" 2 X 4 X 3 3/8 L-CLIP ALUMINUM6053-T6 1 ALUMINUM 6063-T6 —L 10.46" 2" X 4" X 5 3/8" L-CLIP ALUMINUM 6063-T6 2.50" 0.722"---I l� 2.25" 0 2.25" p p —T 0.722"--1 10.46" 2.25" 0 2.25" p 2.25" p p 2.25" I Ro 2.25"1'752.335" 2. 0 0 0.188" H—T //� 1.25" 1 0 2.25" 0 2.25" o _J 2.125" 2.125" I + 0.188" 10 15/32" X 2 1/4" H-CLIP 1.25" —1 2 1/4" U-CLIP 13/4 T ALUMINUM 6063-T6 " U-CLIP ALUMINUM 6005-TS ALUMINUM 6005-T5 I 1015/32" X 13/4" H-CLIP ALUMINUM 6063-T6 8.25" 2.25"— 2.25"-- 2.25" 0 0 0 o 2.625" `,1r F '!?!,[�.�,! REVISIONS WIlEaStern pDNIOO O O .y�`/iC>`�- '' . FASnJiN METAL GYPPLY Omni vivniNenmn. 16NYMFL3391 VE. 0.125" RMYERS.F190Ianao1a�vo0.875" HVHZ CLIPPED ALUMINUM TUBE MULLIONS IIII q ��- T Y VERTICAL AND HORIZONTAL CONFIGURATIONS I! r/�j CLIP DETAILS 8 1/4" X 3 3/8" H-CLIP c F� ' DAe DwwN BY: PRE AR6D ar: �i�^F \ ♦ 02 05 13 TJH BUIDINGDROP6.ING ALUMINUM 6063-T6 �i �(�'_� '"� ��� .—NG NO: S E Fp¢q� \ FBPE MRCAUCF ave PJST O{MA'P1NP.7 xTe PA-0003 N.T.S. - auTNGRmTnoN No.zes76 D'�'� � BY DATE DESmMON REV SNEET: REV: FINC OE 6 AU..... TM)N No.vvne 3 OF 11 INSTALLATION ANCHOR (SEE NOTES SHEETS INSTALLATION ANCHOR INSTALLATION ANCHOR 6-10) 21/2"MIN. (SEE NOTES SHEETS 11/2"MIN. (SEE NOTES SHEETS HORIZONTAL EDGE DIST. 6-30) EMBEDMENT 6-10) MULLION,TYP. CONCRETE OR e MASONRY BY OTHERS .a CAULK BETWEEN ° a a, ° 11/4"MIN. 3/4"MIN. v v EXTERIOR MULLION CLIP CONCRETE/MASONRY&IX-' 4• e .° EMBEDMENT EDGE DIST. y P. WOOD BUCK BY OTHERS ----- — -- 'U'CUP a TYP. 1 X WOOD BUCK CONCRETE OR EXTERIOR INTERIOR BYOTHERS MASONRY BY0THERs7 p CAULK BETWEEN ,p I I MULLION CLIP CONCRETE/MASONRY&2X VERTICAL TYP. WOOD BUCK BY OTHERS 'v MULLION,TYP. I ( 2X WOOD BUCK EXTERIOR I I INTERIOR BY OTHERS a. MULLION INTERIOR TYP. ® HORIZONTAL SECTION I I MULLION TYP. 4 T-MULLION INTERSECT DETAIL 4 HORIZQNTAL SECTION SIDE VIEW VERTICAL SECTION JAMS-ZXWOOD BUCK 4 HEAD-CONCRETE/MASONRY SIDE VIEW-HORIZONTAL SIDE VIEW-VERTICAL INSTALLATION ANCHOR (SEE NOTES SHEETS I I 6-10) HORIZONTAL MULLION,TYP. EXTERIOR i I INTERIOR I MULLION EXTERIOR INTERIOR TYP. NOTE MULLION CLIP DETAILS SHOWN ARETYPICAL FORALL ® ® TYP. ( MULLION&CLIP ASSEMBLIES.SEE VERTICAL SHEETS 6-10 FOR ALLOWABLE MULLION MULLION,TYP. CONFIGURATIONS,SIZES,AND DESIGN I ( MULLION CLIP PRESSURES. TYP. [L)HORIZONTAL SECTION •° 'e° a a• 4 X-MUWON INTERSECT DETAIL 11/4"MIN. SIDE VIEW ;Q • ° EMBEDMENT PR BY OTHER a + SON.. � O/l� REVISIONSy�. FASTERNANORE O�OF N srsreMs �1��'8� \����.,,. � /'�.. ■ EASTERN METAL SYP0.V INSTALLATION ANCHOR `y��� j,� ��. NM n N Hrw Ia3a1D0MESTCAVE F WEAS,Ft3 U (SEE NOTES SHEETS a 0 `. 14774014IN 6-10) 21/2"MIN. *.✓ ?� * T E � HVHZ CLIPPED ALUMINUM TUBE MULLIONS EDGE DISTANCE VERTICAL AND HORIZONTAL CONFIGURATIONS k VERTICAL SECTION %� �j Q,,_ 4` INSTALLATION DETAILS V 1� rutE Drama vr+ E 4 '� ti•' 02 OS 13 TJH SILL-CONCRETE/MASONRY 4 C� G� �� F'r �s�csx OavNo w .� NUN0Pm SIDE VIEW-VERTICAL un N.T.S. A oorvo zV S sEa}r: aEv: ETfE cw°r.aF Ainwaau ]W78 aATE ° "SON "�' 4 OF 11 VERTICAL MULLION U-CLIP TO MULLION CONNECTION HORIZONTAL MULLION H-CLIP SUBSTRATE BY OTHERS SUBSTRATE VARIES,SEE NOTES SHEETS 6-10 H-CLIP ANCHORS ALL INSTALLATION HOLES MUST HAVE AN ANCHOR INSTALLED IN THEM MULLIION AND CLIP ASSEMBLY TYPICAL ASSEMBLY SHOWN WITH 1"x3 1/8"MULLION AND H-CLIP.OTHER MULLIONS AND CLIPS ARE APPROVED. SEE INDIVIDUAL MULLION SHEETS �p REVISIONS EnsT n METe aE-ftsrEl.+s 1-1130MESTICAV. RMYER5,R93912 *, pp . 7 •`s-*R TrtE HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIG TIONS z MULLIION AND CLIP ASSEMBLY DETAILS '_..j V� f•` W -TE:OAAWN BY: PREPARED BY: OS 13 TJH smmlNOonors,Ixc FICATE PA-0003 sc N.T.S. AUT O uunON NO.2295M 39E EAST D 1.6X 5IE 33B sREEr: —CENTT A�UTIL4iQAR na Na z9sm Br Dore oEsca�noN NEv 5 OF 11 -: DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-101UGHTI 06WAYMULUGHS �I,. �QOp~ M..ULLION- SPAN'L' TRIBUTARY WIDTH"JJ'(IN) - � � - '- M11LL£ON-'-' (IN.) 18M200.O181.0 30 36 42..- 48-:'S3;125" ;54 '60, 24 200.000.0 200.0 2000, 2DD.0 200,p "21iO:O 2f70.U' 36 200.00.0 200.0 200A• 260.d� cJ0.0" 48 200.000.0 200.0 200.0 "-20MO 2MD 1,100.0.{ 200.6. 3;125t' t 60 200.081.0 158.0 143,3,�� 134:3- 129 6 1:.:129,3 127,fn-72 161.6OLS 87.3 77.7 71,1 G7 2. 56,7 63 8,84 101.02.7 53.5 47.142.6 3Q7 39.3 36996 67.4 1.5 35,2 30.6 '27,6 r ""�$ "25'_� 23,5 ONES-WA�MULLIVJ9 DIA �AlN1S, 8.9 24.4 21.3 i9.0' '17,5 [ 17;2 15:9` - - d , DESIGN PRESSURE LIMITS FOR MULLION:1"x3-1/8".UG =.TWKbWAY MUlA1gNS' �?I k.7rlw, N Jt..1/tLf \ i4 R�ILL]/"flll' A J 1 C? 1.GH / MU 7,VIV SPAN'L' TRIBUTARYWIDTH"W(IN.) ALUMINUM600S-T5 MULLIOSQ (IN.) 18 24 30 36 42_ 48: .53125 5.. so, " ' MULLION 24 200.0 200.0 200.0 200.0 200;© 100�0 2000 2Id1;0 7(IILTf. 36 200.0 200.0 200.0 200.0 191A 167.S•- i52 3 1±L�'i9- 134.0.. 48 200,0 200.0 200.0 167.5 143;6 5256,' -1135 111'..:T - 60 200.0 200.0 160.8 134.0 114-.9 100,N -9O A: 49A ( 7A G: 72 157.6 118.2 945 78.8 67.8 511 534 52:5 47.3'zl Z2Wz' 84 99.2 74.4 59.5 49.6 42.5. 37,2. 316 3Z9 £ ,2, 96 66.1 49.9 39.9 33.2 285. 24,@' 22S .:22:2. 19.9' 108 46.7 35.0 28.0 23.3 20.0`' 1%S 25.8 i5.6 1 14.0 Two-WAY MULLION DIAGRAMS TABLE.NOTES` i,. SELSHEUAFORINSTRkT10NSONUSINGT*ISS SEE 5HEETS4-AND5 FOR'TYPICALIN5TALLATIONMETHOD$&iCLIPDETAILS' 2: L1NF{�R�IfdiERP01AT7QNRETY�+EENL1STEfJ:VJ£DT£a$ANOSPANSIS;ALIOWEO, 3., SEE-THISSHEET FOR SPECIFICMUI.LION DIMENSIONS :- 4., SEE SHEET3FOf35PECIFICCOPDIMENSIONS: QUALIFIEDANCFiORCLIPS s.• ANCHORREQUIREMENTS•, -WOOD;Yi4,UWOOD.SC9EWS GPvtW 1/4"ITW TAFONS ,�CDNCRErE_2/A°ITW'TAI?CC1hl5 'P 1/'SEU'-DRILLlNG.SCREWS GRAPE sy n INSTALLATION5UPSTRACESv .!,W0ODANCHORSSHALCHAVEANIfN.EMBEbMENTOFi-3f2"&EOGEDISTANCE'OFS WaOp5HALL'BEMINS.G.=0,5S: HOLLOW CMU ANCHORS SHALL HAVE A MIN:EMBEDMENTOf 11;%A''ffi EOGE DISTANCE-OFZ-1/2-7tOLLOW GN1USt1ALL. oBE MEMUNI WEIGHT CONFORMING TO ASTM C 90. V !t t^ i� •+ONCRETEANCHORSSi1A1LHAV] AN1IN EMBEt5JY1ENTOI 13A <El3GED£STAfiIGE9F21/2".Ct7N Rk7E5£1ALLk n 2sl X 5n x '�j4 L�'CLIIP MIN 4000P51., 2 1/4 U-CLIP ,METAL ANCHORS SHALL HAVE AMIN„{3)THREADS,PENETRATIONBOOND METAL STRUCTURE,9OLSHALLitM1N. ALUMINUM6005-T5 ALUMINUM60G3-T5 YSGA.f0,045"THICK}33,16.416,"ALIUMINUN};SHALLBE1vT1N 1/II":THICIG�SLUM£NUMb063 f5. y"MUST'Slib5EEiJ IN PA1R5' U-CLIP FOR USE ONLY IN MULLION-TO-MULLION _-._... ..... _ _ . ...CONNECTIONS �14 F <l�j. EtEYIB£d,1b thSicn tit 4 srttsa.' hC •fiYµiLv, NOTE:SEE SHEET 3 FOR SPECIFIC CLIP q a o:: Y T / I'w TYPES AND DIMENSIONS. - " '* ^•*=' WTICAIiVtiZ.CLAND H RODNTA CONF16ULL£ONS' �o T� YERTICAT ANO}10R£ZOFHTMUNI=IGURAT{O£45 " 1 ( : 1"N31 8'"LIGHT MULLION 1Q 15/32 }C:Z ALUMINLIFR 6063-T6: ��i{off _t�4 1��: 02 OS 13 TJH e rkczx yrs m F61f CEghflCiT(94 -e • .. - .... PA 0003 ...N T.S, t P3�FA1!'u rv4 445rq- =ra'emci,m�.lucnxsx.nuF.a.agab :°" �'� ;a�rtuxrp�. ,t4:v ,6OF13_ - MtlLttN 71, DESIGN PRESSURE LIMITS FOR MULLION:1"x 3,y9 (NEAVYj ONE WAY:Pv1ULLI0N5 ' SPANV TRIBUTARY WIDTHW1(N,:: (IN,) 18 24 30 36 1 '42 =43, "51= 54 'w l ' 24 200.0 200.0 200.0 200.0 2004- --=0 zad. wali 'Xo,6' 36 200.0 200.0 178A 00.0 200,0 ?COD 200.4 Z00:02IX16 --2TA ll, 48 200.0 200.0 00.0 200.0 2000 •76oi =a .2D00 Z000; , 60 200.0 200.0 00.0 191.4 17b7 i67.5 '162:2 lfi16- .159.4,, -1 --- � 72 200.0 154.5' 26.8 109.1 97:1° 88.9 •04,0 �'895 79;7 84 126,2 96.1 66.8 58?} Sy;@ II9,6 49.'I. 441 / �+ y�{�� prp�p}�96 84.2 63.9 1.8 :Io 3$.5 34.5 31.9 31.5 293 (, w N LI/.A11 MULLION I3IAGR,AfAS� 308 58.9 44.6 36.1 30.5 ,26.6'.-� 23-7:_..,.2L8' DESIGN PRESSURE LIMITS FOR MULLION:1"x 3✓]Jg'`HAVY':',YWC7•WitY MUlitONS.r 0 62S"' ^' .SPAN'I! TRI BUTARY W IDTH W 1IN.1 s (IN.) 18 24 30 36 :A2 8:i 53175 1" Xll/$..'(HEAVY) MULLION 4 54: Co, (MULLION_: MLILLfOPT z4 zoD.o zoo.a zoo.o zoo.o 2000 auD.a 2C7D, zcw.a =.zoa.�= ALIIMIWUM6QDST5 • 36 200.0 200.0 200.0 200.0 191.4 W,,S 153.3 °148,9 134,0 - 48 200.0 200.0 200.0 167.5 T4315 125.13 113:5� 111.7" 100,5, 60 200.0 200.0 160.8 1M.0 1149 100.5 W.8,. &0, .Ea4 - 72 196.8 147.6 118.1 98.4 'S" 73.8' .66,T 656 59.1 - 84 124.0 93.0 74.4 62.0 531 46.5 42.0 4113 137.2 ! 'TRIBUTARY-wlvTH= -W1�.Nt2 96 83.0 62.3 49.8 41.5 35,6 33..1- :2H,1` .2Z7 108 58.3 43.7 35.0 29.225.9 ! ,219>; TWO-WAY LIMY MULLION,DIAGRAMS. TABLENOTES: .3: 'SFE SHEET 1 FOR IffST8UCT10NS ON USING TABLIzS:'SEE.SrIEE;fS 4AND.FOR TYP 0L JN5TALLAtION MET(i0D5'u CLIP;)gA)LS,.. .2, ONEAR,INTERPOLATION BETWEEN LISTED'WIDTHSAkD:5PANS:ISALLOWED. 5E.E TH IS SHEETFOR SPfCIFIG MULt10h{'5iMENS(6NS:; ;$ 5EESIj.EE73'FO(CSPECIFLCCLIPL)IMENS(ONS. QUALIFIED ANCHOR.CLIPS , s ANCHOWREQUIREMENTS*• . WOOD° i44i VQORSCREISJS O CMU !, TTW TAPCONS •CO9064 111 ITW APCONS o +METAL 1/1 5ELFORIUINCxSCRE Yi1S�(OAOk'5) INSTZATION,SUBSTRATES:•. 13/4" U-CLIP d: p. •WOOD ANC40RSSHAWHAVE.AMIN EMBEDMENT;O.F.]=1/2 $EYJGEbOTANGEOFI WQODSHALLBEMIN 54.4!55,: IOLLO� WCMUANCHORSSHALi,HAVEAMIN:EMBEDMENTOF11(4'&E®r";DISTANCE0F.23j2".H.OLLQ4VC4USHALL' ALUMINUM 6005-T5 BEM'ED[UM WEIGHT'ONFORMING TOA5TM'C90 o D o t eCONCBETEANCHORS5HtlL1HAVEAMIN;Etv78EDMENTOf.SB)4", EDC3E075TtINCEiiF2-1/2;-001:CI{EiESFIALf^81 U-CLIP FOR USE ONLY IN MtN..4R40 VSi,, MULLION-TO-MULLION �fn V Cw i�. .METALANGHORSSf�1L1�lAVE;AtvLlfl(3 THREADS�E(dETTiA[tONBEYO36,MFTr�LST vgORE;STEEI511ALL0Eltli ;. CONNECTIONS Z "..X S }�'�:3/4',�1. CLIP' 1&.GALAIN45 TJiICK�.33.}'SIYIELD ALUMINIIMSNALLRENtIN;;(8'TH1CI ALUIl9INUM§053'T5. ALUMINUM 606346; A°MUST;KUSED INTAIRS: �>>�����SF �✓✓t���� R�tih510iY$• �`� �� ''�`�� n�v�vncsu�ccr,,�xsz; ' f�,�C"�`"�•• �f _ j �TfiL'LNMxt,.P.+4r�ti.Y:. NOTE:SEE SHEET 3 FOR SPECIFIC CLIP Hg7 ZgL(PPE HORIZONTAL TL)BE MULLIONS' TYPES AND DIMENSIONS. O ❑ o ,b Y{, T t VE ( I C IG T f.3 108"N AVVMULLFON RA �Ay C ,p �y IONS' Iir 15/3 " }{.1 /4,`t H-CLIP D2 05 13 TJH s4mw r nr i§t #1LLITNfNUN(6063;T6„ *5e mat ar wmonss Hash SPA OOD3 res€ecnraicnre�6 ,'ise v3r "3G x�a .`1`)T.S:_ e %.'• rUenCSt:�Ty57N�rik�e 7a '` "rssia 6` Eayc ui�4�r L r 7OFIt, ',� iy4uttfa� ° DESIGN PRESSURE UMITS FOR MULLION 1"''X 0NEWA"iRJLU0TI5 MUL'.LION -� F tr SPAWV '�'fR(t ltfARY WIDTHS tit('`=`- (IN.) 18 _.. 24 ' 30 ''36 .42r 4$ 53.125 - (• 24 200.0 200.0 200.0 200.0 200;0 12000. ;000 "mo 2omo E, r;.48 = '20Q:0 200.0 200.0 ;200.0 200:R 2tl0.!}-<f.15'aD 2W.0: -Rdab" , 60 200.0 200.0 '2000 200.0 200.6 400.b t=0._•=Q, •r200,0` p _..-. ' `72 200.0. 200.0'r 2000 :.181.6 161 ,147.9 ,,1^9.7 .13&G >,136,'', - -+1 D60'-', •� 84 200.0 159.9 130.4; 111.Z 'W :33�5.. 82�rT"..$1'.7 (�"Ttr,7 �' ;' �:/ ??� i/:A1y,j 106.3 " 86.3-"..:73.2 r64.1.. 57,4...:W 53.7:_'.523 A$ ;.r " ' ` \l6At E WAY MULLI�?N VAGi AMS - �+ °108 98:1 74.2 60.2. 's'50.8 ,44.3 39 5' - _ ( •..�__.�_-'_ DESIGN PRESSU.,.._........... { RE LIMITS FOR MULLION:1".9-0 TWO-WAYMUWIJN5 } I MgCt(ira SPAN'L' TRIBUTARY WIDTH W IN.1, - ' r r(�a �. MULuiON� (IN.) 18 24 30 36 42 43 -'53.125 fi0<; '! tq� • " 24 200.0 200.0 200.0 200,0 200:0 201k4J.-200.0 `ZOt10 ZW;ba - q]l 'Y ULLlC#lhlt 36 200.0 200.0 zoo.a zoD.D zodi} 200¢. 2SwD ':?,titia �7SLUIvtiNJUM 6005 48 200.0 200.0 200.0 200.0 200.E tK-1 168.1 •7+=4 1d3�8 N 60 200.0 200.0 200.0 198,5 17G1 1488..-214.i "1323 13J.1 .. .° . 72 200.0 200.0 196.6 163.8 140.4 122.9' 2110 109 2 98,3\ l� _ t:. W1*WZ 84 200.0 1S4.7 123.8 103.2 88.d 7ZA'` GJ� '^E8 67:9.% ,• { jTRIBWARC WIDTH ;i _ - 96 138.2 303.7 82.9 69.1 69.2 S1t8:: .46.$ `46.L "'41.S. " "`-`' 108 97.1 72.8 58.2 48.5 41.6 i�itC1►-WAY;M. L1�16 QIAGRAMS TABIE NOTCs' 3: SEESi EET1FWUNSTT(UCFIDNSONUSINGTA$LES.SEESNEETS4'ANDS+ORTYPICAL:(NSTALLA-nbNMETHObD' C,QP,D4AIL5, 2. LINEAR(NTERPOCI ON BETWEEN LISTED•WIDTHSAND SPANSWALLO ViDL. 3. 'SEGTHiSSkIEETfQRSPECIFIC'NIULLION;;f11MiENSIDNS. 4. ,SEES(iEET.3FQRSPEC(FICCitP'OItylEfilStC1NS:: 5i ANCHOR REQUIREMENTS:. WOQQ;f14 W40t}5CREWS' sCMU.I%A`"ITNNTAPCL MOONS' o CONCRETE:l%4�"ITW;TAPCONS "'-iMETAL,:1(4'SELF.DR(iRNG$CRE.WS(GRAOE'S6 QUALIFIED ANCHfJR CIaPS a s krysTAilATIONSClBSTRATES:... __.. :-WOOD ANCHORS5HALL HAVE A MIN,EMEEOMEryT OF 11/2"&!EOGE DIS7ANG60F•1".WOODS NAU BE M IN S =Q•55 HOLLOW:CMU ANCHORS SHALL HAVEA'MIN,%EMBEDMENTOFlr1[4"£cEDGEJ 6STANCE'OFZ7/2" 96LC04VCPv1U,shi4Ii'. EME06UMWEIG T:CONFORMINGTOAST(W(.9b 0 0 0 0 CONCRETE'ANWORSSHALLHAVEANlIN•�BE6MENT©F23/4 &u 6 ED(57kNCE0(,23/2.CC tCRETES(3AiLfiE Gt,. _ Xl .MIN 4i)O PSI. .. - +METALANCIIORS;SH4LLHAVEAMIN (36T61READS PENIFjO�1TIOPdB£VONA1v1EfAi 5T6iUCjURESTEEC'SHALLS MIN, 18CA„{0;045 THICK};33KSIYIEtO;ALUIwiItVUtutS HALL BEM IN.1f8"sTHICF' U. NUMW63TS: 0 0 0 0 �y zerKtwc At c91Su19ssffa tl 11 11 14 !! - T{�j�J.{��� AS'rYFa4lt+c�, 2 X 4 X 3 3/8 L-CLIP „ tt �. s �, _ ._.. � +, � \ {} f -•-•-• - EASIEtw'73E h•STf7tY 8 l/4 X 3,3/8 KC LIP, ALUMINUM 6063-T6 {G **MUST BE USED IN PAIRS ALUMINUM sN f 7 rt ttZCtiPPEOALV iNUMTUI3EM lTPj . kCALAi�OIHOJiI OMULLIONiVFfG HV ULLIOPdS� VERT URATIONS NOTE:SEE SHEETS FOR bP£CINQ CLIP A nAr:as en"0 .aec TYPES AND DIMENSIONS ✓ �5* .• ta` \�r` ! 02 fl5 33 TJH �v uxwva, f *,+" cHn,v...;ela; sc+vk +� rakere r.eatxp€ PA-LHI43 N Tom:', ' .c avmewifa�3ra wtt2*s3m Mir m» °wu°iamEin h ssss7a vv" ►-- DESIGN PRESSURE UMITS FOR MULUON:27.0V" ONE-WAYMULUONS. SPAN'L' TRIBUTARY WIDTH (IN. (IN.) 18 24 30 36 41 ) 48.J Sa125 ''54 6f3:.. 2:QDD �.. ..MULLION 24 200.0 200.0 200.0 200.0 200:0 ;:i0p,0,•.. 'ZO.G- 20a.0' , 36 200.0 200.0 200.0 200.0 2000' 2DCt0- 200,E .200D 200.D' 48 200.0 200.0 200.0 200.0 200:0 I 2036 2000 .2000 4,200:0- / 60 200.0 200.0 200.0 200.0 2%0 1 ;200.0 7a00 20D0 200.0 0.25Q" .. 4 72 200.0 200.0 200.0 200.0 200.0 1 197,0 .1P,$.0 .12a$I 180}:_ f -,84 200.0 200.0 195.1 166.4 146X S3Ls 123.5` ,i2M2 11d B. c4,--,,,�--�I-•a;,,-�; 96 200.0 159.0 178.1 109.5 95.0 859� IRS... 7&S '73.G, 308 1 146.7 1 111.1 89.9 76.0 66.2,1 59.I. 54.4 .s3.r ..�g. - : Ct fE;' k1A1(MULLION;, , IAGRA.,..S. DESIGN PRESSURE LIMITS FOR MULLION:T'3 4•T1A'O-WAYMUWONS. SPAN'L' TRIBUTARYWIDT14 -JIN:J..... ., •- a - I _ (IN.) 18 24 30 36 4Z `d8 53.125, 54 '60 - ';MULLION 24 200.0 200.0 200.0 200.0 200,5 1 200.tS 2W.0 2(Y.FO .700.0 `D 2SD �- M011.1pN� »• _ 36 200,0 200.0 200.0 200.0 200.0 a0a b�k'- 2000 w.o lad 48 200.0 200.0 Z00.0 200.0 2D0.0 `197.0 vs& 17SA,, '157,% ' 2tt X q�t � �10K 60 20D.o 200.0 200.0 zoD,o 180 J 1S7<0-_ 14?a. 1tCL1 1z6>. Atuoir4UNI 600'5�T5: 72 200.0 200.0 200.0 175.1 150:I 1313:'. 111,7- '1167 109.Y .�. 84 200.0 200.0 180.1 150.1 128;r 112.fr:.: 101'7 102i �9&l•' 96 200.0 155.1 124.1 103.4 88.6 77.G` 701 .65.9 b2.11 TRIBUTARY-WIDTH=- W1;�W'a 308 145.2 108.9 87.1 72.6 62;2 ,54.5 . 49 2'.. ''tIE 4 „113 E .'2. 'fllitCl4AY IVitlLLlt� bIAGRA fiS ;TAB ENOTES,. Y, SEtSHEET1 FOR INSTRI amc,Ns"ON USIt'ICTABLE,S:SEE SHEETS A ANDS FOR TVPICi1G(NSTALLA7IC)FO fMfETHt3D5`Fa.CUP•DE3AfiS:•• „2 UNEA9 OTERPOLOONBtTWEEN'LISTED;WWTH5 AND VANS kSALL WEDS, �3c .S£F7L1155HEETFORSPEC6P1CMUltION-.DITv1ENSl0(5$:' d: SEE;SHRET3'FORSPtClkCLIP&MEP}SIONS; S: ANCHbRREQIJIREMENTS: rwom.4f iW00D3CRal* QUALIFIED ANCHOR_ Ct OS:; :cMu xt »�.iTWTAPcotas• •CONC'LCTE,1Ja ITyd TAPCONS, •METAL^ll�'.SELF;DR(Lt1NG5CRF�lNS.�GRAD:E5)r- ;�� 7FiSTALCATlON;aUBSTRATESs. - WOOIkANCHOIi SHALLHAVEAMIN Efv16E0MENTOf'1.1/2 &EDGEDfSTANCE0F1".WOODS HALL BEMIN S,G:=0;5S< +,HOLLOWCMU'ANCHOR5SHALLHAVEAMIMEMBED}V(ENTOF1-1y�"$EOGEpISTAN OF,23l2;'.Ht1LLOWCMUSHALL 0 0 0 0. WEEGtTCONEORMItG T315TM,C 9Q CONCA : PGE OfZ1/2. C cFCTESNALL! MIN;�0pDP51. •'METALA{VCHORSSHALLHAVE.AMIN;(3)THREADS PENfTRAT,(0t1flEY0NOMETAL5TRl1GLUftE STEEL SHALL BEfltlf(V; i8 GA>:(D,DAs"?Hick}33 Ik51 YIELIi;RLUF+1lPJUM SElA1.lBE�tIN,;1/8"_TtfiCK AlUM11yUM:5�§3 T,S, 0 0 0 0� 2" X 4" X 3 3/8" L=CLIP .. ALUMINUM 6063-T6- ``1Z��� 5 F AlOffi. RLU(sCCt,ISWl Rork s��s#�g�r F ^ " n MUST BE USED IN PAIRS -� EeS�ee�Ra r�larJr• rfz lk 3 ', _. 71c`�'• "HVkZCLIPPEDALUMINUMTU$EMULLlO :. NOTE:SEE SHEET 3 FOR SPECIFIC.CLIP _o P , = VER (CRLANO ZORIJZO� A�co TYPES NF(GU AND DIMENSIONS. O +/ A r4F4, - aaranr rnxsnuo RAfi1ONS TJH caeuaa; ovs uT, �f"o7�kt 'C^dv7 •44�/ TS-_ P,(1-.{}LI03 5 N ntmirsatiraEyirHi..a�is;, ' '..304 ExSf td,{ rm.379� ccawiau�".�k� .a�,sM �"` B C2F 11 ` .. -�-� z:aoo� � rY1LiiLiflN ii DESIGN PRESSURE LIMITS FOR MULU0N92'%6's ON1,WAY MUILIONS• SPAN'L' TRIBUTARY WIOTH'W'VW _ :MULLtDN (IN.) 18 24 30 1 36 42 :48- 53325 .54 .60 j 24 200.0 200.0 200.0 200.0 2W.tr.. :200.t} 200.0 l 2wo =0 36 200.0 200.0 200.0 200.0 200.0" 10MI) 30A0, .21U0. 7tl0.0:. . D.250" 48 200.0 200.0 200.0 200.0 2oD 0....2000 200A 200.0." .. 60 200.0 200.0 200.0 I . L=Jj. 200.0 2000 200.0 2000-.;200.0• 2W.0'. 72 200.0 200.0 200.0 200.0 200,0' 1970 188,0 .1863 'Tw,1: j- i�-•-:-i:,.^. 84 1 200.0 200.0 200.0 191.0 171,5 ASTS 107 1475, Vat: pyArC 96 200.0 200.0 186.8 161.6 MI �111,3, �122.0` '.221,R ,714.6 ,VIYG{N,AY,MULL1O.N"DIAGRAIVIS: 108 1 200.0 1 197.0 1 162.7 1 140.1 1.d,2 122.&: '1DD^.9'.':103:5 :.:'S7a7 DESIGN PRESSURE LIMITS FOR MULLION;2"FF TW4ii+AV.hStIrIIONS ��',, M41LLfOF! „•;� SPAN'L' T R I BUTARY WIDTH^d!'0114 MULLIQN ` (IN.) 18 24 1 30 36 1 42 48 s3:a25'(....s4..- .. EA•.-i -� 24 200.0 200.0 200.0 200.0 200 D 200.0 2000 '2000 000' 36 200.0 200.0 200.0 200.0 E00 O :00.0 2 O• (?.OD 0 MOD y` 48 200.0 200.0 200.0- 200.0 IOD 0 a97.0 17t0' so 200.0 200.0 200.0 200.0 ieD r 157;6 1444 ^1TIr1 72 200.0 200.0 200.0 175.1 lsoa. .I3,3 1197 ,1167 Ba 200.0 200.0 180.1 150.1 1297 '1f2,6 aDla 'a00.] �:a r{q(� `� (A� a.2sa^ 96 200.0 197.0 157.6 131.3 112,6 ":9&5 89.tl '=876 '78:R ";(/-Ci MULLIQIY" .. . ... . 108 200.0 17s.1 140.1 116.7 I00,1 ....87s 79..1 ?F8 "70.0- /1Z V9 lYla.�- 1. V!r Two.} p�Y-MULLIn,I!�V lIAGRAM - ntunaltv�rrtr3oa�Ts TRIBUTARY WIDTH i%i.a 4VZ 'TABCe No'res: 7:, SEE SHEETI.FPRIN$TRl1GTIONS ON-USING TA£`ES;S,F.ESHEETS4:\NOSFQitTYPIE/{TINS[ALL0.TlOPfMETF{ODS:&CUIDEi'Frt.S:,; 2, UNEAR.INTERPOLATION:BEJWELN LISTED:\!VIDTHS.AND'SPANS IS ALLOWED. QUALIFIED ANCHOR CUM a- SEETHISSHErtFORSPECIFLCMULLIONDIMENSIONS., G` S>;ESFIEET 3 FORSPEC(F(CCLIP OIM£NSION'a. S. ANC86WREQUfREMENtz' «WOOD*#14 WOOD SCREWS +CML%1'f4"aTW7APCfTtWS , •CONCRETE::1/4'(TWTAPCON5: 0 0 0 c ,METAL,1/4'"SELF-DRILLINGSCREWS(gj>ADE:5) 5;. INSTALLATION SUBSTRATES; .WOOD ANCHORSSHkLt 4AVEA'MIN. MdEDIVIENTOr-1=1/2"4EDGFDISTANCEOF1"WOODSHALLBEMI4.S:G:=a:55. HOLLOW'.CMU ANCHDRSSHALL HAVE.A M1hi.:ENMEDMEMT OP'I`'1�/='i".&�:EDGE.DIST;ANCE OE 2=1lp,%HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMIP(6iO.ASTI"yr.C'UD ..GONCFiETE:stPtCHt3R§SHALLt3AVEAMI?I;EMttiEDM£NT,oF1-3f4"&EDGEO(STANCEOF2-lY2" CONCRETE SHALL BEMjIN:4000P5I.. METAL ANCHORSSHALL'HAVE'AMIN.(3)Tf RE'ADS PENETRATION`bEYt7ND METAL STRUCTURE.;STEELSHALLBEM(o-SgGA(6,0450 THICKy 33"kSakiELD;±}Ll�LV7ftNUNFSHALL'Bk MINI YI3"T;H(C1s•AIUMiNtIM 606'3=T5:, 0 0 0 0 2" X 4" X 5 3/8" L!CLIP F .�� *>>� 5 ; 11 `� + s3if� triwa� 'strxr• ALUMINUM 6063-T6 **MUST BE USED IN PAIRS. 3 7k.,' - * HVHZ CLIPPED ALUMINUM TUBE MULr.WON5'.p VERTICALAND HORIZONTAL CONFIGURA110LJ5, NOTE:SEE SHEET 3 FOR SPECIFIC CUP : T J : 2"iCV MULLIOPr TYPES AND DIMENSIONS. i� ♦ �� 13 02 05. . oo.r eu� Fdhtl.A AG .:..X4�1. .'£>'? i94SY' Ci'3LT•'.;{'.E79• {::•J 1 F€V ._<:sacrrnc:rr,wo+aakreacwn.nss�e -10OF�XT... EXAMPLES OF TWO-WAY MULLION ASSEMBLIES EXAMPLES OF ONE-WAY MULLION ASSEMBLIES MULL S AN MULL SPAN T' 'Wl' 'W2' MULL I SFAN'L' I W3' ,W1, .W1l 'W2' MULL SPAN'L' W2' W2' HORIZONTAL MULLION HORIZONTAL MULLION TRANSOM OVER MULTIPLE UNITS MULTIPLE UNIT ASSEMBLY VERTICAL MULLION HORIZONTAL MULLION 'Wl' 'W2' MULL MULL SPAN'I! SPAN T' IF Wl Wl MULL SPAN'L' 'W2' 'W2' y L L IILL==�Jjl VERTICAL MULLION. HINGED DOOR W/SIDELITE HORIZONTAL MULLION HORIZONTAL MULLION *i`5- (}rjl REVISIONS EASTERN nAoN�isioN OF 9YSF>=1,,9 h� r All E ✓ ar FASFERN MEFAL GYPPLY NOTES: * '41 MLrv4 V,^vYx.. 16341 DOMESTICAVE 1., DRAWINGS ARE DIAGRAMMATIC IN NATURE AND CONFIGURATIONS NOT ;. ; « „> n. an:o,,F 00911 SPECIFICALLY SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. HVHZCLIPPEDALUMINUMTUBEMULLIONS 2, IF THE LOADING TYPE CANNOT BE DETERMINED,USE TWO-WAY ASSEMBLY - k JYc CONFIGURATION VALUES. Ts 4 VERTICAL AND HORIZONTAL CONFIGURATIONS 3. FENESTRATION PRODUCTS SHALL BE ANCHORED AS APPROVED. �- / F� MULLION ASSEMBLY AND LOAD EXAMPLES - r � ' Y` � 11 OATS DRAWNBY: PREPARED BY: "i�^��'• r � �� 02 OS 13 TJH 10 BUILDING DROPS,INC DRAWINONO: SGALE: FBPEaRTIFICATEOF f p�},q��xo.i" 1� PA-0003 N.T.S. f c; AMORIunON NO.xssrB w EASDT SHEET. DT rDu BfJCCiI.R SIE 1l8 REV: FBPE GT.w ABTNORRAM N!No.T9OTB BY DATE OESGRI-ON REV 11 OF 11 BUILDING DROPS Suite East Dania Beach Blvd. Suite 338 A Perfect Solution in Every Drop! Dania Beach, FL 33004 954.399.8478 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 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-T5&6063-T6 Prepared for: Eastern Architectural Systems 16341 estic Ave. Ft Myers, FL 3312 1+1�t`tr�urrt,�`r� Prepared by: Hermes . Norero, P.E. `` • Florida Professional Engineer#73778 Date:02/06/18 Contents: ��",� f sii• e! i �y,* Evaluation Report Pages 1-4 ��,r /ONAL o Digitally signed by Hermes F.Norero,P.E. Hermes�!I UMA 0 P.E. Reason:I am approving this document Florida No.73778 Date:2018.02.14 15:47:48-05'00' BUILDING DROPS FL#: FL17472 A Perfect Solution in Every Drop! Date: 02/06/18Report 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 6th 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. 5. 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 A Perfect Solution in Every Drop! Date: 02/06/18 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#: CER1523). Referenced Code Sections: 1. 1709.8 of the 6th Edition (2017) FBC Referenced Data: 1. Product Testing performed by: Certified Testing Laboratories (FBC Organization M TST1577) Report M CTLA 301OW-4 Report Date:07/18/14 Report#:CTLA 3010W-4A Report Date: 07/18/14 Report#:CTLA 301OW-5 Report Date: 07/18/14 Report M CTLA 3010W-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 301OW-8 Report Date: 07/18/14 Report M CTLA 3010W-8A Report Date: 07/18/14 Report M CTLA 301OW-9 Report Date:07/18/14 Report M CTLA 3010W-9A Report Date:07/18/14 TAS Reports Signed and Sealed by: Ramesh Patel, PE 20224 2. Certification Agency Keystone Certifications, Inc. (FBC Organization M CER1523) Hermes F. Norero, P.E. Florida No.73778 Page 3 of 4 BUILDING DROPS FL#: 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 are as 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. III 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. s Hermes F. Norero,P.E. Florida No.73778 Page 4 of 4