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HomeMy WebLinkAboutProduct Approval (4) �Sk�'ff ...e{$ � -e°rv....e -->'°s ..n .. ., _ .+, .fi ... -, r__. _ z, " v.F. _. _ t• - � SCIS Home Leg in User Registration Hot Topics j Submit Surcharge 1 Stats®F" Publication ct Us BCIS Site Map Unks Search ��rda mr ;3 Product Approval USER:Public User ar-rr+g„sc� zr xr+xs n Product Aooroyal Menu>Protluct or Agolica[lon Search>ACpplsia'tion LI��S[pp>��APPHwtlon Detail P. f' FL#r �G,M I�YY 7 2Q6� Application Type ���tANCE rAlk,r Code Version ���� ®�Z020 Application Status �UC'E NTY ST roved by DBPR.Approvals by DBPR shall be reviewed and rtfpB® ed by the POC and/or the Commission if necessary. M Comments Archived r Yr Product Manufacturer Eastern Architectural Systems "E Address/Phone/Email 16341 Domestic Ave. Ft.Myers,FL 33912 g (800)432-2204 Ext 4305 jflesher fi east e ' e _��' Authorized Signature 7arussfFesttet~" � jflesher@easternmetal.com ' ce' Technical Representative Timothy J.Hoard �g Address/Phone/Email 10030 Bavaria Road Fort Myers,FL 33913 (800)432-2204 Ext 4314 thoard@eastemmetal.com a y� Quality Assurance Representative X*r, Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Certification Mark or Listing 5 z Certification Agency Keystone Certifications,Inc. Validated By Keystone Certifications,Inc. y e£ 4 k fT/I Referenced Standard and Year(of Standard) Standard year AAMA 450 2010 TAS201 1994 TAS202 1994 TAS203 1994 ' •" ` Equivalence of Product Standards .. Certified By yV 3 ut WE ." I 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 No N/A FL17472 R6 COC SA17472 SS 2020-12-07.pdfff 8" Product Approval Method Method 1 Option A Date Submitted 12/14/2020 t Date Validated 12/14/2020 Date Pending FBC Approval Date Approved 12/18/2020 s �-�-� - - Sum not Productsa - FL# M, r'Numt►er 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.Ddf 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 6 II PA-0004 HVHZ Mull 2019-09-13.pdf pressure rating Verified By: Hermes F.Norero,P.E.73778 Created by Independent Third Party:Yes Evaluation Reports FI 17472 R6 AE PER6414 SS 2019 09-11 pdf Created by Independent Third Party:Yes 4 17472.2 HVHZ Clipped Aluminum Tube Mullion HVHZ Clipped Aluminum Tube Mullion Vertical,Horizontal T and X Configurations Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL17472 R6 C CAC EAS 622-1Q1CAR PDF �. Approved for use outside HVHZ:Yes FL17472 R6 C CAC EAS 622-102CAR.PDF 1 Impact Resistant:Yes FL17472 R6 C CAC EAS 622-103CAR.PDF rc" Design Pressure:N/A FL17472 R6 C CAC EAS 622-JOSCAR PDF Other:See drawing set for mullion size,configuration and FL17472 R6 C CAC EAS 622-106CAR PDF design pressure rating Quality Assurance Contract Expiration Date 07/18/2021 Installation Instructions FL17472 R6 II PA-0003 SS 2018-02-14 pddf Verified By:Hermes F.Norero,P.E.73778 ' Created by Independent Third Party:Yes Evaluation Reports s FL17472 R6 AE PER5505 SS 2018-02-14.pIff Created by Independent Third Party:Yes :,v Contact us;;2601 Nair Stone Road,Tallahassee FL 32399 Phone:8S0-487-1824 The State of Florida Is an AA/EEO employer.-,C,govriaht 2007-2013 State of Florida.::Privacy Statement::Accessibliity Statement::Refund Statement %s 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 F mail to this entity.instead,contact the office 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 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 ' 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 hem. Product Approval Accepts: sy Credit Card ' Safe Document Title, Doc No, PRIVI B1-02 Structural Performance Rev No. 7 pegei , M , ',>, YS T ONE: Certification pca"T PICATIONS.INC. Authorization Re oft Required By: PRO B1-03 CAR& Product ID Number: 622 - 104.0 Issue Date: 1/16/2015 Revision Date: 9/13/2019 Expiration Date: 9/22/2021 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.keystanecerts.com. Licensee Information: Product Information: Eastern Architectural Systems Model: Bay/Bow Aluminum Mullion 16341 Domestic Ave Operator Type: Mull Fort Myers, FL 33912 Config: No Reinforcement USA Max Width: See Table Max Height: See Table Referenced Standard: Product Rating: AAMA 450-10 & PA/TAS 201/2021203 See Appendix 1 Load Tables and Impact Ratings Qualifying Test Information: Test Report No: CTLA-301OW-10A Test Report Expiration: 9/22/2021 Authorized Signature: Keystone Certifications, Inc. 145 Limekiln Rd. Suite 100B New Cumberland, Pennsylvania 17070 Phone: 717-932-8500 Fax: 717-932-8501 W'W V.KEYST0NECERTS.COM n '/� 1 CAR No:622-104.0 Expiration Date: 9/13/2019 Eastern Architectural Systems 10030 Bavaria Road Fort Myers,FL 33913 Load Tables for the: 22.5 Degree Bay/Bow Aluminum Mullion DESIGN PRESSURE LIMITS FOR MULLION:22.5 Deg. -ONE-WAY MULLIONS SPAN'L' TRIBUTARY WIDTH'W'(IN.) (IN.) 18 24 30 36 1 42 48 53.125 54 60 24 200.0 200.0 200.0 20001 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 60 200.0 200.0 200.0 175.3 159.1 149.0 144.1 143.5 141.6 72 179.3 137.2 112.6 96.9 86.2 78.9 74.6 74.0 70.8 84 112.1 85.4 69.6 59.4 52.3 47.2 44.1 43.6 40.9 96 74.8 56.7 46.1 39.1 34.2 30.7 28.4 28.0 26.0 108 52.3 39.6 32.1 27.1 23.6 21.1 19.4 19.1 17.7 DESIGN PRESSURE LIMITS FOR MULLION:22.5 Deg. -TWO-WAY MULLIONS SPAN 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 36 200.0 200.0 200.0 200.0 200.0 200.0 187.5 184.5 166.0 48 200.0 200.0 200.0 200.0 177.9 155.7 140.6 138.4 124.5 60 200.0 200.0 181.3 151.1 129.5 113.3 102.4 100.7 90.6 72 174.8 131.1 104.9 87.4 74.9 65.6 59.2 1 58.3 52.5 84 110.1 82.6 66.1 55.1 47.2 41.3 37.3 36.7 33.0 96 73.8 55.3 44.3 36.9 31.6 27.7 25.0 24.6 22.1 108 51.8 38.9 31.1 25.9 22.2 19.4 17.6 17.3 15.5 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,100E New Cumberland,PA 17070 Phone:717.932.8500 www.keystonecerts.com Appendix CAR No:622-104.0 cG,..,rc,.no..a. ..�• Expiration Date: 9/13/2019 Eastern Architectural Systems 10030 Bavaria Road Fort Myers,FL 33913 Load Tables for the: 30 Degree Bay/Bow Aluminum Mullion DESIGN PRESSURE LIMITS FOR MULLION:30 Deg. -ONE-WAY MULLIONS SPAN TRIBUTARY WIDTH'W'(IN.) (IN.) 18 24 30 36 42 48 53.125 54 1 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 60 200.0 200.0 200.0 175.3 159.1 149.0 144.1 143.5 141.6 72 179.3 137.2 112.6 96.9 86.2 78.9 74.6 74.0 70.8 84 112.1 85.4 69.6 59.4 52.3 47.2 44.1 43.6 40.9 96 1 74.8 56.7 46.1 1 39.1 34.2 30.7 28.4 28.0 26.0 108 52.3 39.6 32.1 1 27.1 23.6 21.1 19.4 19.1 17.7 DESIGN PRESSURE LIMITS FOR MULLION:30 Deg. -TWO-WAY MULLIONS SPAN'L' TRIBUTARY WIDTH'W'(IN.) (IN.) 18 24 30 36 42 1 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 187.5 184.5 166.0 48 200.0 200.0 200.0 200.0 177.9 155.7 140.6 138.4 124.5 60 200.0 200.0 181.3 151.1 129.5 113.3 102.4 100.7 90.6 72 174.8 131.1 104.9 87.4 74.9 65:6 59.2 58.3 52.5 84 110.1 82.6 66.1 55.1 47.2 41.3 37.3 36.7 33.0 96 73.8 55.3 44.3 36.9 31.6 27.7 25.0 24.6 22.1 108 51.8 38.9 31.1 1 25.9 22.2 19.4 1 17.6 17.3 15.5 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,100E New Cumberland,PA 17070 Phone:717.932.8500 www.keystanecerts.com .`�yp/f pendi 1 CAR No:622-104.0 ■ Expiration Date: -- d 9/13/2019 Eastern Architectural Systems 10030 Bavaria Road Fort Myers,FL 33913 Load Tables for the: 45 Degree Bay/Bow Aluminum Mullion DESIGN PRESSURE LIMITS FOR MULLION:45 Deg. -ONE-WAY MULLIONS SPAN'L' TRIBUTARY WIDTH'W'(IN.) (IN.) 1S -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 1 200.0 200.0 60 200.0 200.0 200.0 200.0 192.2 180.0 174.1 173.4 171.1 72 200.0 165.8 136.1 117.0 104.2 95.4 90.1 89.4 85.5 84 135.4 103.1 84.1 71.7 63.2 57.1 53.2 52.7 49.5 96 �63, 68.5 S5.6 47.2 41.3 37.0 34.3 33.8 31.4 108 . 47.9 38.7 32.7 28.5 25.5 23.4 ff23.1 21.3 DESIGN PRESSURE LIMITS FOR MULLION:45 Deg. -TWO-WAY MULLIONS I . TRIBUTARY WIDTH'W'(IN.) 18 24 30 36 42 48 53.125 54 60 200.0 200.0 200.0 200.0 200.0 200.0 200.6 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 187.5 184.5 166.0 48 200.0 200.0 200.0 200.0 177.9 1 155.7 140.6 138.4 124.5 60 200.0 200.0 199.2 166.0 142.3 124.5 112.5 110.7 99.6 72 200.0 158.4 126.7 105.6 90.5 79.2 71.6 70.4 63.4 84 133.0 99.8 79.8 66.5 57.0 49.9 45.1 44.3 39.9 96 89.1 66.8 53.5 44.6 38.2 33.4 30.2 29.7 26.7 108 62.6 46.9 37.6 31.3 26.8 23.5 21.2 20.9 18.8 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,100B New Cumberland,PA 17070 Phone:717.932.8500 www.keystonecerts.com Appendix 1 CAR No:622-104.0 C61fTIPIGATONA.ING. Expiration Date: 9/13/2019 Eastern Architectural Systems 10030 Bavaria Road Fort Myers,FL 33913 Load Tables for the: 90 Degree Bay/Bowl Aluminum Mullion DESIGN PRESSURE LIMITS FOR MULLION:90 Deg. -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 1 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 1 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 199.2 72 200.0 200.0 200.0 184.5 167.4 155.7 148.6 147.E 1 142.3 84 200.0 183.3 149.5 127.5 112.3 101.5 94.6 93.6 87.9 96 160.5 121.8 98.9 83.9 1 73.4 65.8 60.9 60.2 55.9 108 112.4 85.1 68.9 1 58.2 1 50.7 45.2 41.6 41.1 37.9 DESIGN PRESSURE LIMITS FOR MULLION:90 Deg. -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 36 200.0 200.0 200.0 200.0 200.0 200.0 187.5 184.5 166.0 48 200.0 200.0 200.0 200.0 177.9 155.7 140.6 138.4 124.5 60 200.0 200.0 199.2 166.0 142.3 124.5 112.5 110.7 99.6 72 200.0 200.0 166.0 138.4 118.6 103.8 93.8 92.2 83.0 84 200.0 177.3 141.9 118.2 101.3 88.7 80.1 78.8 70.9 96 158.4 118.8 95.0 79.2 67.9 59.4 53.7 52.8 47.5 108 111.2 83.4 66.7 1 55.6 47.7 1 41.7 37.7 1 37.1 133.4 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,100E New Cumberland,PA 17070 Phone:717.932.8500 www.keystonecerts.com ASTERN ARCHITECTURAL SYSTEMS JI- VHZ CLIPPED ALUMINUM BAY/BOW MULLIONS GENERALNOTES! W3' B C 1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH THE 6TH EDITION(2017) I—, �) 3 FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE. 3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT BJ WIND BORNE DEBRIS REGIONS. INDIVIDUAL UNITS ATTACHED TC MULUO M1157 BE IMPACT RATED. UNDER SEPARATE \ 4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE APPROVAL „I ` �•Wl'l—'W2'1 RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE ' FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF --I}� INSTALLATION. isf S. 1X AND ZX SUCKS(WHEN USED)SHALL BE DESIGNED ANDANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE VERTICAL MULL SPAN'L' MULL STRUCTURE.BUCX DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD SPAN'L' FOR THE PROJECT OF INSTALLATION. MULLION �y y G. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC ANO MAY NOT REFLECT ACTUAL CONDITIONS FORA TYP. T�� 1`7! HH SPECIFICSITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREINA LICENSED ENGINEER OR , � �y S FOR USE WITH THIS D NON•HVHZ AREAS.IN HVHZAREEAS ONE TIME PRODUCT APPROVAL TO BE OBTCHITECT SHALL PREPARE SITE SPECIFIC AINED FROM MIAMI-D DEAER.EFdT IN S"� VERTICAL SPAN 7. MULLION&CUP MATERIAL•ALUMINUM GODS-TS&6063-TS(AS NOTED) B. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL 9. SEE SHEETS'-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPEOFICANC14ORING REQUIREMENTS,MULUDN CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. ANCHOR CLIP, A 3 10. DISSIMILAR TYP METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING p� MULLION �• pq® V 514ALL BE PROTECTED IN ACCORDANCE WITH 6TH EDITION(2017)FLORIDA BUILDING CODE. TYPICAL MULLION ASSEMBLY INSTRUCTIONS: 1. DETERMINE REQUIRED DESIGN.PRESSUAE FOR OPENING. TABLE OF CONTENTS 2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO•WAY MULLIONS,' SHEET SHEET DESCRIPTION . ASSEMBLES CONSISTING OF STACXEO OR 5IDE-BY-SIDE UNITS REQUIRE USE OF ONE�WAY MULUCNS. 1 GENERAL NOTES.INSTRUCTIONS,AND ELEVATIONS ASSEMBLES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS. 2 MULLION ASSEMBLY AND MULLION AND CUP DETAILS SEE SHEET 8 FOR ASSEMBLY EXAMPLES. • IF ASSEMBLY TYPE CANNOT BE DETERMINED USE TWO-WAY MULLION CHART. 3 MVLUON SECTIONS 4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN 4 22.50'MULLION DESIGN LOAD TABLES PRESSURE OF OPENING USING CHARTS ON SHEETS 4-7. S. QUALIFIED CLIP TYPES APPEAR ON SHEETS 4.7.MULTIPLE ANCHOR 5 30'MULLION DESIGN LOAD TABLES TYPE/SUBSTRATE/CLIP COMBINATIONS WITHIN AN OPENING ARE ALLOWED. 6. MULLIONS SHOWN HEREIN SHALL BE USED IN A VERTICAL MANNER ONLY.HOWEVER, 6 45'MULLION DESIGN LOAD TABLES NOR12ONTAL MULLIONS UNDER SEPARATE APPROVAL MAYBE USED IN CONJUNCTTON 7 90'NtULL1tlN DESIGN LOAD TABLES WITH MULLIONS SHOWN HEREIN IN TWO-WAY CONFIGURATION. 7. THE LESSER DESIGN PRESSURE OF MULLION OR FENESTRATION PRODUCT WILL 8 MULUON ASSEMBLY AND LOAD EXAMPLES GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING. Ail \A 1'. V/ REVISIONS r��pY mr casrccxlNtarlcetuw:nsrws \\\\ . ,.. //// EaS rn FlA1EW,N�fiuTN.9 Htr �\ � •F• /i• IWtMWfli(!tt S* 7 j err.a,ray 'HVHZ CLIPPED ALUMINUM BAY/ROW MULLIONS 5 q �� T VERTICAL AND HORIZONTAL CONFIGURATIONS Q"1 GENERAL AND INSTALI.ATI N NOTES O IOP; y 0.c2N0513 eC�T1H s' euarxNc wno-s.wc �,,�g mtannr,urea / r.A ]TlpASS\ s/X z/e?xe ctnFOFscUPDATES f PA-0004 N.T.S, ( } a,m+oswuru+naxxsx/ J.Lair 0 wty,tt 10:SiL 131 van Mt V me mtr Dior anniainw' iw.xotre r :'^if. oEux�>ru+ ae. 1 OF 8 NOTE<.USE(2)ANGLE CUPS PER MULLION END,INSERT CLIPS f I--- 1.072" INSIDE MULLION 1,036" -� f►- 1.040" -•-j _.. '-.- 1.072" -•-I �"- 3.125" L•CLIP D.250" � MULLION 0.2SO" 0,250' &ANCHORS \ �0.125" 22.5• 3.289" � 30,p, 3.36 qg•.� �3.G04" .,4.986" OPENING SUBSTRATE._. BY OTHERS ® " 0.125"...: :. 0.125"J 0.125 ® 22.50 DEGREE 30 DEGREE 45 DEGREE 90 DEGREE ® MULLION MULLION MULLION MULLION USE WITH CLIP TYPE(S): USE W ITH CLIP TYPE(S): USE WITH CLIP TYPE(S); USE WITH CLIP TYPE(S): • L-CUPS(PAIRS) L-CUPS(PAIRS) L-CLIPS(PAIRS) • L-CLIPS(PAIRS) USE CLIP DEPTH=2-3/4" USE CLIP DEPTH-2-3/4" USE CUP DEPTH=2-3/4" USE CLIP DEPTH=2.3/4" BAY MULL TOP VIEW(TYP.) o.izs^ BAY/BOW MULLION 2.250' 0 2.250" INSTALLATION FASTENERS 0 0 VARY,SEE SEE NOTES 0.B75" I �-•0.250" SHEETS 4-7 a 4,000"—� L-CUP 2"x 4" L-CLIP a a ALUMINUM 6063-T6 _ a - SUBSTRATE VARIES,SEE NOTES L-CLIPS SHALL BE USED IN PAIRS SHEETS 4-7 AT MULLION ENDS. ♦\\\%� .. O��i�� REVISIONS �� syr- vmewn wuec�crwuanrew .• �/ Eastern n CISNiMNEYN.e.PRY �\ E g' �� IMF +aen oaae tt"e L-CLIP ATTACHMENT(TYP.) 'PO ,^......,. "E. NOTE:L-CLIPS MUST BE USED WITH ANY'BAY/BOW' '* m HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS MULLION TYPE,SEE SPECIFIC MULLION SHEET FOR 5 q OF * VERTICAL AND HORIZONTAL CONFIGURATIONS 0:ti MULLION A E BL ND MULLION AND CLIP RETAILS DETAILS. �D.p O H)P.' lt! wra IxewH or v v."vn or. 02 0S 13 T1H �j� G`\\\ tYtAMr,4 rA. tiltn IIMtPfMrYrG lCf dr��771�� PA-0004 N.T.S. »e ust "M ife snkEr pty Ina wt wnavntrnat"a fma °1 wYe nC'It:P:PiMIN �+�++ 2 OF 8 INSTALLATION ANCHOR INSTALLATION ANCHOR (SEE NOTES SHEETS 4-7) 2 1/2"MIN (SEE NOTES SHEETS 4-73 _ a 3/4"MIN, EDGE DIST. £DGEDIST. CONCRETE OR CONCRETE OR a MASONRY 6Y OTHERS j- MASONRY BY OTHERS 114 {aCAULK BETWEEN a t CAULK BETWEEN 'a 11/4°MIN. CONCRETE/MASONRY&ZX 1 1/2'MIN. CONCRETE/MASONRY&1X n EMBEDMENT WOOD BUCK BY OTHERS � WOOD BUCK BY OTHERS EMBEDMENT 1 X WOOD BUCK BY OTHERS 2 X WOOD BUCK BY OTHERS MULLION CUP MULLION CLIP TYP. TYP. EXTERIOR I I INTERIOR EXTERIOR I I INTERIOR I MULLION I I MULLION _ TYP. V TYP. NOTE �'• g VERTICAL SECTION DETAILS SHOWN ARETYPICAL FOR ALL C VERTICAL SECTION HEAD-CONCRETE/MASONRY MULLION&CLIP ASSEMBLIES.SEE 3 'HEAD-2X WOOD BUCK SIDE VIEW-VERTICAL SHEETS 4-7 FOR ALLOWABLE MULLION SIDE VIEW-VERTICAL CONFIGURATIONS,SIZES,AND DESIGN PRESSURES. i EXTERIOR i INTERIOR I MULLION I I TYP. r + r I I I I I MULLION CUP TYP. ++ • a ° a I n a 1 2/4-MIN. 4, ° EMBEDMENT PRECASTSILL f�i�� REVWiON3 ��� 6s�tFFN+ROtlr[tTVulsnrne+ BY OTHERS \� .....'- O �i Lfe?Srerls E.s+cm eurrAi±.nm+.r �, .•��'� F•u^-• 'p i .'..:r.:"w :-:rle"..': ]—aaxsric rve f�n.I.S Hgl9�] INSTALLATION ANCHOR N 7 7 {SEE NOTES SHEETS 4-7 2 1/2"MIN. HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS 'O EDGE DISTANCE OF VERTICAL AND HORIZONTAL CONFIGURATIONS :g1 5 A . ' •' A VERTICAL SECTION p MULLION SECTIONS ._O IOP.�• �� wre wuvrbo�, "ncro�n or 3 ���5, \�,�� L-- 3 13 TJH EWt CLRW1WtCf SILL-CONCRETE/MASONRY .� S �� ra�ealln(�G]Los SIDEVIEWVERTICAL 4 N.T.S. un+a+uunonr+o,rsre 1 U3Tf. pYy(y.fyM.]"31C SM f0S faif.Or N+bKr111�TN.40.]➢S]! MULLION L DESIGN PRESSURE LIMITS FOR MULLION:27.5 Deg.-ONE-WAY MULLIONS SPAN V TRI DUTARY WIDTH'W'(IN. 1.036' IN. 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 7.00.0 20D.D 2D0.0 200.0 36 200.0 2W.0 200.0 200.0 2000 200.0 200.0 20D.0 20D.0wt- 48 20D.0 200.0 2WO 200.0 2000 200.0 2W.0 20D.0 200.0 60 200.0 2010 20D.0 175.3 159.1 149.0 144.1 143.5 141.6 ONE-WAY MULLION DIAGRAMS 72 179.3 137.2 112.6 969 86.2 78.9 74.6 74.0 708 0.250" 3.289" 84 112.1 95.4 69.6 59A 52-3 47.2 44A 416 40.9 96 74.8 SG7 4G.1 39.1 341 30.7 28.4 2&0 26.0 308 52.3 39.6 32.1 271 235 2L3 19A 19.1 17.7 '22.50" I MULLION, DESIGN PRESSURE LIMITS FOR MULUON:22.S Deg.•TWO•WAY MULLIONS 0.125" SPAN't' TRIBUTARY WIDTH W IN. (IN, 1R 24 30 36 4253.175 54 60 22_ DEGREE MULLION 24 200.0 2t230 20D.0 200.0 20I10200A 2010 200.0 TRIBUTARY WIDTH c Wl+W2 36 200.0 ED 200.0 20D.0 200.0I87,5 764,5 166.0 ALUMINUM 6D05•TS � 2 48 200.0 200.0 200.0 200.0 177.9140.E 138.4 124.5 60 . 200.0 200.0 181.3 151.1 129.5102.4 IM.7 90.6 72 174.8 13LI 104.9 87.4 74.9592 5&3 52.5 84 110.1 82.6 6&1 55.1 47237.3 36.7 33.0 TWO-WAY MULLION DIAGRAMS 96 73.8 55.3 44.3 36.9 31.6 271.7125.0 24.6 22.1 Ica 5L8 3&9 31.1 259 72.2. 19.4 17.9 17.3 35.5 TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE S14EETS 2.3 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS 15ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS. •WOOD:T WOOD SCREWS •CMU:1/4ITW TAPCONS •CONCRETE:1/4"ITW TAPCONS QUALIFIED ANCHOR CLIPS •METAL:1/4"SELF•DRILLINGSCREWS(GRADE5) 6. INSTALLATION SUBSTRATES: •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.4.55. •HOLLOW CMU ANCHORS SHALL HAVE A MIN,EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL 0 0 0 o BE MEDIUM WEIGHT CONFORMINGTO ASTM C 90, •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE MIN.4000 P51. •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 L-CLIP ALUMINUM 6063•T6 REVISIONS [�rewi Aacmr¢cmau cverua "MUST BE USED IN PAIRS ♦♦♦ � Q �i WIN,' EasternNOTE:SEE SHEET2FORSPECIFICCUP �yDIMENSIONS. '7} N7 7 HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS $ OF VERTICAL AND HORIZONTAL CONFIGURATIONS •it z 22.5"MULUON i�^� O IDP•.�•ww� wre swm or me.xu ar ���FS G♦ ♦♦� 02 05 13 TJH nmuHacowisu,a ♦ m+w^^ 1r ncn:e r�[c[nnnuu cr a. �a-53i7��1♦♦ PA•0004 N.T,S. f J AVIMN t I..rznie 404[ASf "S7C.uo uneEt afv niC Lmf.6 NlM6i1SATd ml]9978 Cf CIE Ofi%1FVR6J P6! 4 OF B MULLION l DESIGN PRESSURE LIMITS FOR MULLION:30 Des.-ONE-WAY MULLIONS SPANV TRIBUTARYWIDTH'W'11 N. 1.040" (IN.) 13 24 30 36 42 48 53.125 54 60 I I 24 200.0 20D.0 200A 20DO 200.0 200.0 200.0 2000. 2010 36 2D0.0 200.0 200.0 20DO 200.0 200.0 2000 1 XO..0 2OD.0 0.250" 48 200.0 2WO 200.0 2010 2WO 700.0 200.0 K10.0 2W.0 60 200.0 20D.O 200.0 17S.3 159.1 149.0 144.1 143.S 14L6 '` ONE-WAY MULLION DIAGRAMS 72 179.3 137.2 112.6 95.9 96.2 78.9 74.6 74.0 70.8 3.369" 84 122.1 85.4 69.6 59.4 92.3 47.2 4A3 43.6 4D9 "-30.0' 95 74.8 56.7 46.1 39.L 34.2 30.7 2&4 2&D 28.0 208 52.3 39.6 32.1 27.1 23.6 21.1 19.4 191 17.7 I - - j MULLION DESIGN PRESSURE LIMITS FOR MULLION:30 Deg.-TWO-WAY MULLIONS 0.125" SPAN'L' TRIBUTARY WIDTH.. (IN.) i IIN.1 18 24 30 36 42 4B s3.125 54 60 30 DEGREE MULLION Wl+W2 24 200.0 200.0 290.0 200.0 260.0 200.0 20D.0 200.0 200.0 TRIBUTARY WIDTH= 36 200.0 203.0 200.0 200.0 200.0 2000. 1875 184.5 I66.0 ALUMINUM 6005-TS 2 48 200.0 2M.0 200.0 =0 177.9 155.7 14D6 138.4 124.5 60 200.0 20D.0 221.3 151.1 129.5 113.3 102.4 10117 90.6 --wi-Il-xi 72 174.8 131.1 104.9 87.4 X9 65.6 59.2 58.3 52.5 TWO-WAY MULLION DIAGRAMS M 110.1 82.6 66.1 55.1 47.2 41.3 37.3 36.7 33.0 ' 96. 73.8 SS 3 44.3 36.9 31.6 "1 25.0 ( 24.6 2L3 Joe S1.8 3B.9 31.1 25.9 222 19.4 17.6 ( 17.3 15.5 TABLE NOTES: L SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 2-3 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET FOR SPECIFIC CLIP DIMENSIONS. S. ANCHOR REQUIREMENTS: •WOOD:914 WOOD SCREWS •CMU:1/4'ITW TAPCONS g-.-�� •CONCRETE:114"ITW TAPCONS QUALIFIED ANCHOR CLIPS ( INSTALLATION SUBSTRATES: SCREWS(GRADE S} 6. INSTALLATION SUBSTRATES: •WOOD ANC14ORS SHALL HAVE A MIN.EMBEDMENT OF 1.1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.--O.55. •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL BE MEDIUM MIGHT GHT CONFORMING TO ASTM C 90. 0 0 o a e CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE MIN.400D PSI. •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METALSTRUCTURE.STEEL SHALL BE MIN. 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5. O o 0 0 L-CLIP ALUMINUM6063-T6 a�a �i� REVISIONS "MUST BE USED63 PAIRS \aat i� �� E� ¢��,� Enatrxv gau¢cmwv.6rs+eka' ! ws ono. E491Eid VETK DIM\ NOTE:SEE SHEET 2 FOR SPECIFIC CUP �' S "'•Q ,,,.,,.,,-. ,,.... nunrs nnk:i DIMENSIONS. .x..:� HVH2 CLIPPED ALUMINUM BAY/BOW MULLIONS S-0 g A OF VERTICAL AND HORIZONTAL CONFIGURATIONS r 0'MULLION r O ►OP✓? 4! wr u-N.r P AMtl.1 02105113 TJH illrzpr�u OWL wc. rara4c u�mis°rI'z�m wr.n,mYwri ro,4Rkn aSaoe snf uma swa1iEi 4 sRaeEao u..EEt Ra uIMCER."Ii CE w ncuAnona.r 73PA-OD04 N.T.S. 5 OF B DESIGN PRESSURE LIMITS FOR MULUON:45 Dep.-ONE-WAYMULUONSn- 60MULLION, - SPAN'L' TRIBUTARY WIOTH'W'(IN. IN.1 18 24 30 36 42 48 53.125 54 60 I 24 2MO 200.0 200.0 2010 200.0 200.0 200.0 200.0 20DA 36 200.0 2W.0 2W.0 201D 2D0.0 2W.0 200.0 200.0 200.0 48 2WO 2W.0 200.0 2010 200.0 2C0.0 200.0 2M.0 2m.0 60 2020 200.0 200.0 2020 19212 HAD 174.1 173.a 17I,1 72 2010 165.6 136.1 117.a 104.2 95.4 90.1 8- SS.S 84 135A 3012 94.1 7L7 63.2 57.1 59.2 523 49.5ONE-WAY MULLION DIAGRAMS 96 913 I 6R5 55.6 47.2 41.3 37.0 34.3 33.8 31_43A.7 377 7R3 255 214 23.1 21,3 MULLIONDESIGN PRESSURE UMITS FOR MULLION:45 Be.-TVJO-WAY MULLIONS SPAN'L' TRIBUTARYWIDTII'W'IIN.)IIN 1 18 24 30 3fi 42 48 53.125 54 6024 2mo 2oo.0 200.o 2020 I 200.0 200.0 200.0 200.0 200.0 36 I 20D.0 200.0 2M.0 20D.0 1 200.0 200 D 187.S 1&.5 16&0 ae 2000 2D1D 20o.D zoao f 177.9 us.7 140.E 13aa uas 20D.0 2020 199.2 166.D f 142.3 124.5 112.5 120.7 99.6 72 2020 I 158.4 126,7 105.E 1 90.5 79.2 71.6 70.4 63.4 ALUMINUM 6005-TS 64 133.0 I 99.0 79.8 665 ( $7.0 49.9 45.1 44.3 39.9 TWO-WAY MULLION (DIAGRAMS 96 B9.3 66.8 53.5 44,6 36.I 33.4 30.2 29,7 26,7 Wl+W2 708 67.6 11.1 37,b 37.3 I 26.8 23.5 211 2 7L19 ifi8 ARY W IDTH= 2 TABLE NOTES: 1, SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 2-3 FOR TYPICAL INSTALLATION METHODS&CUP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. S. ANCHOR REQUIREMENTS: •WOOD:414 WOOD SCREWS •CMU:1/4"ITW TAPCONS •CONCRETE:114"ITW TAPCONS •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5) 6. INSTALLATION SUBSTRATES: QUALIFIED ANCHOR CLIPS •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1.WOOD SHALL BE MIN.S.G.=D.SS. •HOLLOW 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 ASTM C 9M •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE O o 0 o 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 o O ``l�\ {•. ' REVISIONS PWH L-CLIP Q stern, • • • �ALUMINUM 6063-T6••MUST HE USED IN PAIRS N 7 PED ALUMINUM BAY/BOW MULLIONS NOTE:SEE SHEET 2 FOR SPECIFIC CUP Qp AND HORIZONTAL CONFIGURATIONS ( 4 "MULLION TJH �i S G �� muw;�w. �; uuunnccwPs Inc. i� 4 3ro.Y7r1 vS� PA•0004 N.T.S. i Avrn°uun°n rm.xnra r°Pr cm°c1Y°oi urn+awumn w.a+re nr o.rc oc,uvrw ucv 6 OF 8 1.072" MULLION DESIGN PRESSURE LIMITS FOR MULUON;90 Deg,•ONE-WAYMULUONS / t SPAN'L' rR10UTARY WIarIII IN. 3.125" , IN,IN2CO.0 24 30 36 42 AA 53.125 • 54 6D 26 2 00.0 200.0 2m0 2010 200.0 200.0 20D.0 200.0 \. 36 200.0 2m.0 2000 2000 20DD 200.0 200A 200048 200.0 200.0 2mA 201D 200.0 2000 200.0 2m.0 0.125" 60 2m.D 2m.0 2DD0 2000 200.0 200.0 2=0 199.2 qc72 200.0 2 O00 1A4S 167.4 1517 148.E 147.6 14L3 4.966' ONE-WAY MULLION DIAGRAMS83 1833 149.5 127.17.18 98.9 93.9 73.d 65.6 63.9 b0.2 55.9 -{- ]08 112.A 85.1 68.9 S&Z SO.7 45.2 41.6 41.1. 31.9 MULLION DESIGN PRESSURE LIMITS FOR MUWON:90 Deg.-TWO-WAY MULUONS I SPAN'I! TRIBUTARY WIDTH W IIN. {IN.) 18 24 30 36 42 48 SlM 54 60 _IIIL- Z4 200.0 2m.0 200.0 200,0 20DD 200.0 200.0 200.0 200.0 36 200.0 200.0 2m.0 200.0 20aD 2m.0 187.5 184.5 1660 90 DEGREE MULLION 46 200.0 2010 200.0 2000 277.9 155.7 140.E 138.4 1243 60 200.0 Im.O 199.2 266.0 142.3 124.5 112.5 110.7 99.6 ALUMINUM 6005-TS -72 �20D.0- 2000� 166.D 138.4 11&6 103.8 93.8 92.2 a3.D TWO-WAY MULLION DIAGRAMS B4 200.0 177.3 141.9 118.2 101.3 88.7 EIMI 78.8 70.9 96 158.4 1188 95.0 79.2 67.9 59.4 53.7 52.8 47.5 TRIBUTARYWIDTH= W1+W2 308 11L2 834 66.7 S5.6 47.7 41.7 37.7 37.E 334 2 TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 2.3 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CUP DIMENSIONS. S. ANCHOR REQUIREMENTS: •WOOD:914 WOOD SCREWS •CMU-3/4"ITW TAPCONS QUALIFIED ANCHOR CLIPS •CONCRETE:1/4'ITWTAPCONS •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:OS5. 0 0 0 0 •HOLLOW 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 ASTM C 90. •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE MIN.4000 P5I. •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. 0 0 0 0 18 GA.(0.045"THICK)33 K51 YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5. L-CLIP ALUMINUM 6063-T6 ``ASt, >i f�7i� REVISIONS Q� �m a�r�y "MUST BE USED IN PAIRS �� O ��i Eaa7 tern E+sM"'""c'r"MB v 41 NOTE-SEE SHEET 2 FOR SPECIFIC CLIP N 7 DIMENSIONS. ' HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS g A VERTICAL AND HORIZONTAL CONFIGURATIONS 7�0 Ofi 90'MULLIO�1„., O 14p:''4TjW WTs yuw nr, V•REDOf. /05 13 T1H ,,,(� nunurt:e onarz.we (�,e� 5� PA•00D4 N.T.S. SIL3SI f°"rcunnuna U!un iycSsta. u" � ircv 'JJ �"'Nauunon ro0,tnn. nsc ta°roicwan�wcn+cuna+w aere °i °`1z oip1MN 7 OF 8 EXAMPLES OF TWO-WAY MULLION ASSEMBUES - 'WS' -{- 'W2' -I I I EXAMPLES OF ONE-WAY MULLION ASSEMBLIES 21 'Wi' —'-J— 'W2' ---I MULL SPAN W MULL SPAN'L' VERTICALMULLION MULTIPLE UNIT ASSEMBLY �•^-- 'WS' 'W2' / \ VERTICAL MULLION ox MULL SPAN'l' NOTES: 1. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND CONFIGURATIONS NOT SPECIFICALLY SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2. IF THE LOADING TYPE CANNOT BE DETERMINED,USE TWO-WAY ASSEMBLY CONFIGURATION VALUES. --^^-- 3. FENESTRATION PRODUCTS SHALL BE ANCHORED AS APPROVED. VERTICAL MULLION HINGED DOOR W/SIDELITE REVISIONS Fn9tFv�N W6MtifCTNNLGrtt(yry -,III Eastern i•,`.1.E..S -. -Fl � pA:.�u%'r.%'iw<o..�Ne u'uu.. IGl�I D0'.1L'M4Y[ i{NiFeLitvS;I N 7tML 7 O r HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS 5 5 A OF : 'r VERTICAL AND HORIZONTAL CONFIGURATIONS [!; MULUON ASSEMBLY AND LOAD EXAMPLES ia'� O IDP':' �� wle awrm m: F'uP�ra:osr. 02 05 13 T1H p 1e 11GDI in PA•0004 N.T.S. .. 4un"O..wNnaran 0y0��c su u,�er r:cv lBPC mlT�WMowo ri0..678 6Y [SLfC REYCN:PIYM 8 OF 8 ` BUILDING �1 L®'�� DROPS 398 East Dania Beach Blvd. r Suite 338 A Perfect Solution in Every Drop! Dania Beach, FL 33004 Certificate of Authorization:29578 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of Eastern Architectural Systems HVHZ Clipped Aluminum Bay/Bow Mullions for Florida Product Approval FL# FL17472 Report No. 6414 6th Edition (2017) Florida Building Code Method: 1—A(Certification) Category: Windows Sub—Category: Mullions Product: HVHZ Clipped Aluminum Bay/Bow Mullions Material: Aluminum 6005-T5&6063-T6 Prepared for: Eastern Architectural Systems 16341 Domestic Ave. Ft Myers, FL 33912 ,�t't►iifill, / Prepared by: q`� :'v�• E,.S " �00 +® Hermes F. Norero, P.E. = 'N Florida Professional Engineer##73778 Date:09/13/19 $ A OF a • w 0� O t©¢ •' w o Contents: Evaluation Report Pages 1-4 He me`5<f#No 6 E. Florida No.73778 BUILDING DROPS FL#: FL17472 A Perfect Solution in Every P•Dro ! Date: 0 o: 6 19 Report No: 6414 ` Certificate of Authorization:29578 Manufacturer: Eastern Architectural Systems Product Category: Windows Product Sub-Category: Mullions Compliance Method: State Product Approval Method(1)(a) Product Name: HVHZ Clipped Aluminum Bay/Bow Mullions Scope: This is a Product Evaluation.Report issued by Hermes F.Norero,P.E.(FL#73778)for Eastern Architectural Systems based on Method la 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-0004,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 61h 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 61h 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-0004 require further engineering analysis by a licensed engineer or registered architect. 5. All configurations shown in installation instructions PA-0004 have been qualified as required by Section 1709.8 of the 6"Edition(2017)FBC. 6. See Installation Instructions PA-0004 for size and design pressure limitations. Hermes F.Norero,P.E. Florida No.73778 Page 2 of 4 BUILDING PS FL#: FL17472 A Perfect Solution in Every Drop! Date: 09/13/14 Report No: 6414 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 6"'Edition(2017) FBC Referenced Data: 1. Product Testing performed by: Certified Testing Laboratories (FBC Organization#:TST1577) Report#:CTLA 3010W-4 Report Date:07/18/14 Report#:CTLA 3010W-4A Report Date:07/18/14 Report#:CTLA 3010W-5 Report Date:07/18/14 Report#:CTLA 3010W-5A Report Date:07/18/14 Report#:CTLA 3010W-6 Report Date:07/18/14 Report#:CTLA 3010W-6A Report Date:07/18/14 Report#:CTLA 3010W-7 Report Date:07/18/14 . Report#:CTLA 3010W-7A Report Date:07/18/14 Report#:CTLA 3010W-10 Report Date:09/22/14 Report#:CTLA 3010W-10A Report Date:09/22/14 TAS Reports Signed and Sealed by: Ramesh Patel,PE 20224 2. Certification Agency Keystone Certifications,Inc. (FBC Organization#:CER1523) Hermes F.Norero, P.E. Florida No.73778 Page 3 of 4 j BUILDING DROPS FL#: FL17472 {' A Perfect Solution in Every Drop! Date: 09/13/19 Certificate of Authorization:29578 Report No: 6414 Installation: 1. Approved anchor types and substrates areas follows: A. For two by QX)wood frame substrate,use#i14 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-0004)for anchor locations,design load tables,and further details of the installation requirements. Design Pressure: See drawing PA-0004 for mullion desing pressure tables,mullion profiles,and installation details. Hermes F.Norero, P.E. Florida No.73778 Page 4 of 4 I