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HomeMy WebLinkAboutProduct Approval-Mullion 1 \7112J2018 Florida Building Code Online • "' `-r ist Fp • (.'°IJ."• s. r Hill , Tan' l-4° VDBPI41tOtt ApOUt08Mt OdPRDititAlON! 001.0101'pBOft BCIS Home -Log In f User Registration I Hot Topics I Submit Surcharge Stets&Facts Publications i Contact Us I BGS Site Map 'Links I 'Search Florida rWl Product Approval �;` I �j= USER:Public User �F 1 F product Approval Menu>product or Application Search>Application List Hulk' M �r 1 Search Criteria Refine Search Code Version 2017 FL# - 17472.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL , Application Status ALL Compliance Method AU. , Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications FL# Type Manufacturer Validated By Status FL17472-R3 Revision Eastern Architectural Systems Keystone Certifications,Inc. Approved* History FL#:FL17472.1 (717)932-8500 Model:HVHZ Clipped Aluminum Bay/Bow Mullion Description:HVHZ Clipped Aluminum Bay/Bow Mullion Category:Windows Subcategory:Mullions 'Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Sontact U@::1601 Blair Stone Road,Tallahassee FL 32399 phone:850-487-1824 The State of Florida Is an AA/EEO employer.Sggydght 2007-2013 State of Florida,::privacy Statement::Accessibliity 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 mall 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 emalls 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 . Product Approval Accepts: Credit Card Safe securityMETRICS' Ly , � !1 RFCFI-FD de.0\v" r_ �C I 1018 'gat;ng f/C/e COLfntrnenf Y I � https://www.floridabuiiding.org/pr/pr_app_Ist.aspx 1/1 7/12/2018 Florida Building Code Online , 51..fiMNT"3:7:Siiii!Jink7Olt -fl `� p 1!. _ ,° ;t t I t Y i i ,,,• • _ I L • ,,DBP# 0e51101iisferls ebAlltcraaPR BCIS Home Log Int User Registration I Hot Topics Submit Surcharge Stets&Facts I Publications I Contact Us ' BCIS Slte Map I Links I Search �Ofida ' � � i_ «�Product Approval � �- USER:Public User Product Approval Menu>product or Application Search>Application List>Application Detail r�- r�_ah,F.iS .;;:,r FL# FL17472-R3 Application Type Revision Code Version 2017 Application Status Approved • *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. Ft.Myers,FL 33912 (800)432-2204 Ext 4305 jfiesher@easternmetal.com Authorized Signature James Flesher jflesher@eastemmetal.com Technical Representative Timothy J. Hoard Address/Phone/Email 10030 Bavaria Road Fort Myers,FL 33913 (800)432-2204 Ext 4314 thoard@eastemmetal.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Keystone Certifications,Inc. Referenced Standard and Year(of Standard) Standard Year AAMA 450 2010 TAS201 1994 TAS202 1994 TA5203 1994 Equivalence of Product Standards Certified By 1 Product Approval Method Method 1 Option A httpsa/www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6AvC%2bOtoUJ5%2fT7NaD9SzMxXWfpyvfrXvrA%3d%3d 1/2 U 7112)2018 Florida Building Code Online Date Submitted 02/14/2018 Date Validated 04/04/2018 Date Pending FBC Approval Date Approved 04/11/2018 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 R3 C CAC EAS 622-104CAR,PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/22/2021 Design Pressure:N/A Installation Instructions Other:See drawing set for mullion size,angle and design FL17472 R3 II PA-0004 SS 2018-02-14,pdf pressure rating Verified By: Hermes F.Norero,P.E.73778 Created by Independent Third Party:Yes Evaluation Reports FL17472 R3 AE PER5504 SS 2018-02-14.pdf Created by Independent Third Party:Yes 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 R3 C CAC EAS 622-101CAR,PDF Approved for use outside HVHZ:Yes FL17472 R3 C CAC EAS 622-102CAR,PDF Impact Resistant:Yes FL17472 R3 C CAC EAS 622-103CAR,PDF Design Pressure:N/A FL17472 R3 C CAC EAS 622-105CAR,PDF Other:See drawingset for mullion size,configuration and FL17472 R3 C CAC EAS 622-106CAR,PDF design pressure rating Quality Assurance Contract Expiration Date 07/18/2021 Installation Instructions FL17472 R3 II PA-0003 SS 2018-02-14.pdf Verified By: Hermes F.Norero,P.E.73778 Created by Independent Third Party:Yes Evaluation Reports FL17472 R3 AE PER5505 SS 2018-02-14,pdf Created by Independent Third Party:Yes i lu;:ct I I;:ezcl , Contact Us::2801 Blair Stone Road Tallahassee FL 32399 phone:850.487-1824 The State of Florida is an AA/EEO employer. o ri Jit 2007-2013 State of Florida,::prlvacv Statement::/tccesslbllip Statement::)refund Statement Under Florida law,email addresses are public records.If you do not want your a-mall address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October I,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalis 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 here. Product Approval Accepts: ® Kaci Ts8 Credit Card Safe sCCL111 t1'cif TR:I CS' haps://www.fioridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6AvC%2bOtoUJS%2fT7NaCi9SzMxXWfpyvfrXvrA°/a3d%3d 2/2 _ _ L iJ 7 Document Title: Doc No: FRM B1-02 � I Structural Performance Rev No: 7 Page: 1 1 KEYSTONE. Certification CcQTIFIG INIONS,INC- L-- Authorization Report Required By: PRO B1-03 CAR& Product ID Number: 622 - 104.0 Issue Date: 1/16/2015 Revision Date: 2/16/2018 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 13e considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: Eastern Architectural Systems Model: Bay/Bow Aluminum Mullion 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-10A Test Report Expiration: 9/22/2021 Authorized Signature: Keystone Certifications, Inc Ari\- 2018 02 16 145 Limekiln Rd. Suite 1008 r r New Cumberland, Pennsylvania 17070 11 :44:18 -05 00 Phone: 717-932-8500 Fax: 717-932-8501 W W W.KEYSTONECERTS.COM J ON N�', Appendix 1 CAR No:622-104.0 CSRnnaATON�.lMG Expiration Date:9/22/2018 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 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 60 200.0 200.0 200.0 175.3 159.1 149.0 144.1 143.5 141.6 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'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 60 200.0 200.0 181.3 151.1 129.5 113.3 102.4 100.7 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 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,1008 New Cumberland,PA 17070 Phone:717.932.8500 www.keystonecerts.com r"--A Appendix 1 CAR No:622-104.0 Expiration Date:9/22/2018 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.) 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 60 200.0 200.0 200.0 200.0 192.2 180.0 174.1 173.4 171.1 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 90.3 68.5 55.6 47.2 41.3 37.0 34.3 33.8 31.4 108 63.2 47.9 38.7 32.7 28.5 25.5 23.4 23.1 21.3 DESIGN PRESSURE LIMITS FOR MULLION:45 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 72 200.0 158.4 126.7 105.6 90.5 79.2 71.6 70.4 63.4 84 133.0 99.8 79.8 66.5 57.0 49.9 45.1 443 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 I � ASTM E1996-Wind}Zone 4,Missile Level D PA/TAS 201/203-Large Missile and Small Missile compliant Keystone Certifications,Inc. 145 Limekiln Rd,1008 New Cumberland,PA 17070 Phone:717.932.8500 www.keystonecerts.com Nei ' Appendix 1 CAR No:622-104.0 CIn"'a'civ"�"•I Expiration Date:9/22/2018 P Eastern Architectural Systems 10030 Bavaria Road Fort Myers,FL 33913 Load Tables for the: 90 Degree Bay/Bow Aluminum Mullion DESIGN PRESSURE LIMITS FOR MU WON:90 Deg. -ONE-WAY MULLIONS SPAN 'L' TRIBUTARY WIDTH'W'(IN.) (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 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 60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 199.2 72 200.0 200.0 200.0 184.5 167.4 155.7 148.6 147.6 142.3 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 73.4 65.8 60.9 60.2 55.9 108 112.4 85.1 68.9 58.2 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 55.6 47.7 41.7 37.7 37.1 33.4 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,1008 New Cumberland,PA 17070 Phone:717.932.8500 www.keystonecerts.com 4r EASTERN ARCHITECTURAL SYSTEMS HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS GENERAL NOTES: r1N3'_... ©1 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 6TH EDITION(2017) 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. I /,''. / Ir� \\ --INDMDUAL UNITS ATTACHED TO MULUONS MUST BE IMPACT RATED. MULUON /// _ __..4\:\ __ UNDER SEPARATE _ 4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2%FRAMING AS A MAIN WIND FORCE APPROVAL f� -„ \\I r.W1'+'W2'•-1RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPUED PRODUCT LOADS TO THE 1 n� I FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF inommos, INSTALLATION. �y �; - 0 '�� �'� VERTICAL MULL 5. lx AND 21 BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER AU.LOADS TO THE i •___ I TICALSPAN ' I ' MULL STRUCTURE.BUCK DESIGN AND INSTALLATION LS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD SPAN'I? FOR THE PROJECT OF INSTALLATION. MULLION ���/, ��,�yy 6. THE INSTAUATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FORA TYP. 9/, %N� SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, ��; ' A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN 1/� NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER. VERTICAL SPAN 7. MULLION&CLIP MATERIAL:ALUMINUM 6005-T5&6063-T6(AS NOTED) R. MUWONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL. I 9/ol IIIIMINI 9. SEE SHEETS 5.9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,MUWON �- CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. ANCHOR CLI/P, ` LI © 10. ICOME WITH UNIT FRAMING SHALL BE PROTECTED IN ACCORDANCE WITH 6TH EDITION(2017)FLORDA BUILDING CODE. TYPICAL MULLION ASSEMBLY INSTRUCTIONS: 1. DETERMINE REQUIRED DESIGN PRESSURE 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 REVISION SHEET DESCRIPTION • ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF ONE-WAY MULUONS. . 1 - GENERAL NOTES,INSTRUCTIONS,AND ELEVATIONS • ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH MULTIPLE MUWONS REQUIRE USE OF TWO-WAY MULUONS. 2 - MUWON ASSEMBLY AND MULLION AND CLIP DETAILS • SEE SHEET 7 FOR ASSEMBLY EXAMPLES. ' • IF ASSEMBLY TYPE CANNOT BE DETERMINED USE TWO-WAY MUWON CHART. 3 - MUWON SECTIONS 4. VERIFY THAT MUWON DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN 4 - 2250'MULLION DESIGN LOAD TABLES PRESSURE OF OPENING USING CHARTS ON SHEETS 4-6. , S. QUALIFIED CLIP TYPES APPEAR ON SHEETS 4-6.MULTIPLE ANCHOR S - 45'MULLION DESIGN LOAD TABLES TYPE/SUBSTRATE/CLIPCOMBINATIONS WITHIN AN OPENING ARE ALLOWED. 6 90'MUWON DESIGN LOAD TABLES 6. MULLIONS SHOWN HEREIN SHALL BE USED IN A VERTICAL MANNER ONLY.HOWEVER, HORIZONTAL MULUONS UNDER SEPARATE APPROVAL MAY BE USED IN CONJUNCTION 7 - MULLION ASSEMBLY AND LOAD EXAMPLES WITH MULLIONS SHOWN HEREIN IN A TWO-WAY CONFIGURATION. 7. THE LESSER DESIGN PRESSURE OF MUWON OR FENESTRATION PRODUCT WILL GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING. ,1111111IFF/2j REVISIONS TE.ADf1Re�'LL 8Y4T� `,•`,\TS F. O�,•,,, riNAEastern CET •, ISNloo•nS,KM. s: o TITLE_ r c w_ ,an..o,arso �/ 78?.:. HVHZ CUPPED ALUMINUM BAY/BOW MULLIONS * . • • :* = VERTICAL AND HORIZONTAL CONFIGURATIONS T3;.IST• I • :D: = — GENERAL AND INSTALLATION NOTES • • II/Z. DATE.DRAW.DV: PREPARED Rv: I 0 L•- • . I4 _ �, • �`_� 02/05/13 TJH • eun�eoeo•s.Elc •''••••••• •' G DRIIMND Rn SCAM Digitally signed by Hermes F.Normo.P.E� 4ii �T `S%� 5M 1/5n5 5TH ED.FBCt1PtATES L PA-0004 N.T.S. Avco AnTE Ial No OF __ Reason:I am approving Ns document 3E•EAs . STEM REV: -- _ _ _-- _ _ - - ---- -— - - ---- — Dale:2015.0214 15:53:25-0593' me Dm.a TqE on.711571 BY DATE DEsoeeruH _ �' 1 OF 7 - --- Alf NOTE:USE(2)ANGLE CLIPS PER At I-.--IL072" MULLION END.INSERT CUPS 1.072" —..-1 1-.•— INSIDE MUWON 1.036" --1 I-••- 3.125" 0.250" L-CLIP MUWON 0.250" &ANCHORS 0.125" 3.289" 3.604" 4.986" OPENING SUBSTRATE - IV* BY OTHERS 0.125" 1 0.125" 111 22.50 DEGREE 45 DEGREE 90 DEGREE MULLION MULLION MULLION USE WITH CLIP TYPE(S): USE WITH CLIP TYPE(S): USE WITH CLIP TYPE(S): • L-CLIPS(PAIRS) • L-CLIPS(PAIRS) • L-CLIPS(PAIRS) USE CUP DEPTH=2-3/4" USE CUP DEPTH=2-3/4" USE CUP DEPTH=2-3/4" BAY MULL TOP VIEW(TYP.) 2.000" r 0.125" T 1 4W... /--BAY/BOW MULLION2.250' 0 11 r. 2.250" r 0 0 INSTALLATION FASTENERS VARY,SEE NOTES H..±73.00(2087" I0.250" SHEETS4-6 A_...1,___Liviro‘ L-CLIP2" x 4" L-CLIP _ ALUMINUM 6063-T6 SUBSTRATE VARIES,SEE NOTES L-CLIPS SHALL BE USED IN PAIRS SHEETS 4-fi AT MULLION ENDS. soil ,' ,`,`,,,IIIIII,,,, REVISIONS FASO).ARCHITECTURAL ssa.o / Eastern FASTEN DIVISOR Or , `�� �F. ryn0 /�� 4 A ,„.,Dw,nmAn. L-CLIP ATTACHMENT(TYP.) ;'�4, , . �•, t,,,s, - ._......__-. nnemn.ins, 7. 1-81A41-2193 NOTE:L-CLIPS MUST BE USED WITH ANY'BAY/BOW' `'/ �$/—= HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS MULLION TYPE.SEE SPECIFIC WITH A SHEET FOR ±* •' "* = VERTICAL AND HORIZONTAL CONFIGURATIONS DETAILS. MULLION :%%�T'T / /w C - MULLION AAS EMBLY AND MULLION AND CLIP DETAILS S,O�% •�OP;•'�� . DRAWD•3140 WALL: TE:MOWN eV: 02/05/13 TJH BOLDING DNos we '.,• •''c 1. ��7644 S PA-0004 N.T.S. j AvmoevmmNNO.ossa rim an.a 't e, i AP DOE DESCRIPTOR RE'' 2 OF 7 - INSTALLATION ANCHOR INSTALLATION ANCHOR (SEE NOTES SHEETS 4-6) I 21/2"MIN (SEE NOTES SHEETS 4-6) 4 3/4'MIN. EDGE DIST. CONCRETE OR •a °' EDGE DIST. • CONCRETE OR e e MASONRY BY OTHERS a, a d • MASONRY BY OTHERS - d . e CAULK BETWEEN ed a l 1J4'MIN. CAULK BETWEEN CONCRETE/MASONRY&1X • G. e .aCONCRETE/MASONRY&2X EMBEDMENT 11/2"MIN. WOOD BUCK__OTHERS -—- _. . WOOD BUCK BY OTHERS EMBEDMENT IIII__I`��i i� 1 X WOOD BUCK �� I� I BY OTHERS 2 X WOOD BUCK BY OTHERS MULLION CLIP MULLION CLIP TYP. TYP. I I I I EXTERIOR I I INTERIOR EXTERIOR I I INTERIOR I I I I MULLION I I MULLION TYP. TYP. NOTE c), VERTICAL SECTION DETAILS SHOWNARE TYPICAL FOR ALL0HEAD VERTICAL SECTION HEAD-CONCRETE/MASONRY MUWON&CLIP ASSEMBLIES.SEE -2X WOOD BUCK SIDE VIEW-VERTICAL SHEETS 4-6 FOR ALLOWABLE MUWON SIDE VIEW-VERTICAL CONFIGURATIONS,SIZES,AND DESIGN PRESSURES. EXTERIOR INTERIOR MUWON TYP. ' • MUWON CUP TYP. •A' 1 e .e .IA . c e 11/4"MIN. .4. • • V EMBEDMENT PRECAST SILL 'e e' 1 TIIIII111// REVISIONS ""A'�OTE°TMMAL STAMM • 1 Eastern •°^ � BY OTHER ����ES F. 0•�/i��� VIII�� EASTER..MAN HYMN , ••V, ��r,I�� •— ALE i,„_=72:21.=_ ^�•:LiV��. �Trin�T.: RN DaMIESTIC AVE INSTALLATION ANCHOR :.`.?`t4/1-1..‘./ O 4°n�0t r90 (SEE NOTES SHEETS 4-6 2 I/2'MIN. • N nnE HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS EDGE DISTANCE =* / )* = VERTICAL AND HORIZONTAL CONFIGURATIONS 1 (iD VERTICAL SECTION = •• T T QP: x= — MULLION ECTIONs ' ,c•/, j•• k/` w2auvnev:SILL-CON CONCRETE/MASONRY -• ....•. ��� 02/05/13 T1H ®\ Ewdxa DEors,we CREiE/M ��t�`. •r i. C. � wuvAraw swe rE.E=MCAaa SIDEVIEWVERI7CAL •>.... c•I>.•:•-. %� rPA•0004 N.T.S. EMnroEwEnonrro.xEsrE __ - --- REV - - -—-- - — ,r _ -- ---- — — - -- aitOr r•'t noe5.-- ET _ DATE - _ DEErnvia1 - nEv _30F7 • Et,1 1 MULLION 1, , LDESIGN PRESSURE LIMITS FORMUWON:22.5 Deg.-ONE-WAYMRJUJONSVSPAN'' TRIBUTARY WIDTH W(IN.) 1.036' /(IN.) 18 24 30 36 42 48 53.125 54 W 24 200.0 200.0 200.0 2010 2000 2000 200.0 2000 200.0 35 200.0 200.0 200.0 200.0 2000 200.0 200.0 200.0 203.0 441I --•^-+ 48 203.0 200.0 200.0 200.0 2000 200.0 200.0 200.0 200.0 I 20 60 3.0 200.0 203.0 175.3 139.3 140.0 144.1 143.6 141.6 ONE-WAY MULLION DIAGRAMS _72__179.3 137.2 112.6 96.9 86.2 78.9 74.6 74.0 70.8 0.250"_ 3.289" 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 39.6 321 27.1 23.6 21.1 19.4 19.1 17.7 ..;:•; 22.50' 1 MULLION `i le--I DESIGN PRESSURE UMITS FOR MUWON:22.5 Deg.-TWO-WAY MULUONS `-«-'1 •-•�-I SPAN'L' TRIBUTARY WIDTH W(IN.) 0.125" (IN.) 18 24 30 36 42 48 53125 54 W 22.50 DEGREE MULLION ilol 24 203. 00 0 200.0 200.0 200.0 20 200.0 200.0 203.0 200.0 TRIBUTARY WIDTH= WI+W2 / 36 200.0 2000 200.0 200.0 X10.0 200.0 187.5 184.5 166.0 ALUMINUM 600545 2 48 200.0 200.0 200.0 200.0 177.9 155.7 140.6 138.4 124.5 60 2000 2010 181.3 151.1 129.5 113.3 102.4 100.7 90.6 -,_ I 72 174.8 1311 104.9 87.4 74.9 65.6 59.2 58.3 525 84 110.1 826 66.1 55.1 47.2 41.3 37.3 35.7 33.0 TWO-WAY MULLION DIAGRAMS 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- 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. 5. ANCHOR REQUIREMENTS: •WOOD:($14 WOOD SCREWS •CMU:1/4"ITV/TAPCONS •CONCRETE:1/4"11 W TAPCONS QUALIFIED ANCHOR CLIPS •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5) 6. INSTALLATION SUBSTRATES: •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.=0.55. •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 24/2".HOLLOW CMU SHALL o o - o o BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE MIN.4000 PSI. •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5. 0 0 0 0 L-CLIP ALUMINUM 6063-T6 „1LLITI117T REVISIONS rA"TC•".ao•r6Cnw.MOILS ••MUST BE USED IN PAIRS ``�i���g F. �4iii�' Eastern 6N"OrVISJOM 0, T �. ^ -S n 161r1ed45M.H. NOTE SEE SHEET 2 FOR SPECIFIC CUP J% • t •-1-� ��� _ �M« .,., �ow.�.. �Po DIMENSIONS. • �' 7$_. ' - °its HVHZ CUPPE1477 D ALUMINUM BAY/BOW MUWONS ▪* . Ir'• = * = VERTICAL AND HORIZONTAL CONFIGURATIONS ▪ ":1 - STT • 0: : - 22.5'MULLION 3 •/ •- •P'; X(U Z. CUTE M1.YMn: rMer.irto BY. i. T •. L• 2 : 02/05/13 TJH ew�4CUws INC 'i '.• %rr��G �� rauvmlar+o: SCAM /s\ MRCU aiuTrof .,;.••i. .:itsTe ‘s PA-0004 N.T.S. !Ll' .Unw•¢.Twrro.n5m y� .1t 1:- �q�sit we 6rE6T: REV: -_ =_- --- --- -- ----------- -- rer[con,or t+° L Tpr•e?PM n WE Rev 4 OF 7 1,! DESIGN PRESSURE LIMITS FOR MULLION:45 Deg.•ONE-WAY MULUONS MULLION SPAN'I.' TRIBUTARY WIDTH W(IN.) (IN.) 18 24 30 36 42 48 53.125 54 60 r, ,/, 24 200.0 200.0 200.0 200.0 ZOO.D 200.0 2000 200.0 200.0 1.072 -}�----� / � , 36 200.0 2010 200.0 200.0 200.0 200.0 200.0 2000 203.0 I 4 48 200.0 200.0 200.0 203.0 200.0 200.0 200.0 200.0 2000 60 2000 2000 2000 203.0 192.2 180.0 174.1 173.4 171.1 72 2000 165.8 136.1 117.0 104.2 95.4 90.1 99.4 85.5 0.250" 84 135.4 103.1 84.1 71.7 63.2 57.1 53.2 52.7 49.5 __ _ 96 903 68.s 55.6 47.2 41.3 37.0 34.3 33.E 31.4 ONE-WAY MULLION DIAGRAMS 108 63.2 47.9 3E7 32.7 28.5 25.5 23.4 23.1 21.3V.: 3.604" - MULLION i��/� DESIGN PRESSURE UMITS FOR MUWON:45 Deg.-TWO-WAYMUWONS • ;".''• -���,f SPAN'L' TRIBUTARY WIDTH W(IN.) .�:" ••..••'•.•"""..,^,,•.»^••: (IN.) 18 24 30 36 42 48• 53.125 54 60 0.125' 24 2000 2W.0 2000 200.0 200.0 2000 200.0 200.0 21310 36 200.0 200.0 200.0 2000 200.0 200.0 187.5 184.5 166.0 48 200.0 2010 210.0 2010 177.9 155.7 140.6 138.4 124.5 45 DEGREE MULLION 60 200.0 2010 199.2 166.0 142.3 124.5 112.5 110.7 99.6 --J 72 2000 158.4 126.7 105.6 905 79.2 71.6 704 63.4 ALUMINUM 6005-T5 --II--- 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 29.7 267 TWO-WAY MULLION DIAGRAMS 108 62.6 46.9 37.6 31.3 26.8 23.5 21.2 209 13.8 TRIBUTARY WIDTH= Wl+W2 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 USTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MUWON DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CUP DIMENSIONS. 5. ANCHOR REQUIREMENTS: •WOOD:014 WOOD SCREWS •CMU:1/4"ITW TAPCONS •CONCRETE:1/4"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.5.G.=0.55. •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 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-TS. o o 0 0 151LT11IIS,, REVISIONS ■wsmwARCHTECnaol9r9106 L-CLIP \\\,`�SEs F.,o�,,� �"� Eastern . :13 MAI 00.$1311C AK. ALUMINUM 6063-T6 4i (, •�`� •-=•:„,r..,....4•1_,.n n�: ROAM./I MU "MUST BE USED IN PAIRS ?� TO r• • " { yHVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS NOTE:SEE SHEET 2 FOR SPECIFIC CLIP =* - o' [/ 1* E. VERTICAL AND HORIZONTAL CONFIGURATIONS O -T.T OF c a 45"MULLION DIMENSIONS. I.�C;),•:%. :- tt7 min=_oruxa•r: vwtv�Ntn•r: •��,p:. 4•- 0 .:.40• - 02/05/13 TJH •unm+co•axmc - i�lC x�n�G \\ DRAWING We SCAM: , rsrta T=KAEa ae 4 0d��ate - s•er.PA-0004 N.T.S. c- •UnmewtroN•O.MTh rs[mlcGor ilo.za m 'WE a ^a+ "t" 5 OF 7 - (, 1.072" C----) MULLION ' DESIGN PRESSURE OMITS FOR Mt1W ON:90 Deg.-ONE-WAY MULLIONS 1 , SPAN 1.' TRIBUTARY WIDTH W(IN.) 3.125" (IN.) 18 24 30 36 42 48 53.125 54 60 tr#, /24 200.0 2010 ffi0 201.0 2000 200.0 2000 2000 280.0 \ -I 38 2010 2010 2010 2010 200.0 2010 2010 200.0 2010 /` J �•'••,.O.lzs" 48 20/0 2010 2010 2010 200.0 2000 280.0 200.0 200.0 .,._1 e---1 60 200.0 200.0 2010 2010 2010 200.0 200.0 200.0 199.2 - - -- _ 72 200.0 200.0 200.0 184.5 167.4 155.7 148.6 147.6 142.3 - _ 4386^ ONE-WAY-MULLION DIAGRAMS 84 2000 183.3 149.5 127.5 1123 1015 94.6 93.6 87.9 " - 96 1605 121.8 98.9 83.9 73.4 65,8 60.9 60.2 55.9 10 112.4 85.1 68.9 58.2 50.7 45.2 41.6 41.1 37.9 MULLION FIN ill r____, DESIGN PRESSURE UNITS FOR MUWON:90 Deg.-TWO-WAYMUWONS rip 3 SPAN'I.' TRIBUTARY WIDTH W(IN.) / 1 (IN.) 18 24 30 36 42 48 53.125 54 60 24 2010 2010 2010 200.0 2010 200.0 20.0 2010 200.0 `- 36 2010 200.0 2010 200.0 200.0 2000 187.5 184.5 166.0 90 DEGREE MULLION 48 2010 2010 2010 7110.0 177.9 156.7 1406 138.4 124.5 ,•----1 .,--I 60 2010 2010 199.2 1660 142.3 124.5 112.5 110.7 99.6 ALUMINUM 6005-13 72 2600 200.0 1660 138.4 118.6 1018 93.8 92.2 83.0 TWO-WAY MULLION DIAGRAMS 84 2010 177.3 141.9 1182 101.3 887 80.1 788 70.9 96 158.4 118.8 95.0 79.2 67.9 59.4 53.7 52.8 47.5 W1+W2 10 111.2 83.4 66.7 55.6 47.7 41.7 37.7 37.1 33.4 TRIBUTARY WIDTH= 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 MUWON DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CUP DIMENSIONS. 5. ANCHOR REQUIREMENTS: •WOOD:814 WOOD SCREWS •CMU:1/4"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:0.55. - o 0 O O •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 PSI. •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. o o 0 0 18 GA.(0.04S"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-TI. L-CLIP ALUMINUM 6063-T6 `%%5 II1171tIg REVISIONS �� EASIER.• ff ORECTURAL°'H1EY° •"MUST BE USED IN PAIRS ��ll��S F. 0,"j�, Eastern E��TEm•9e*AIs1wEr `, •�.•r 1414I OWESTIC Mit “.u.1=0:1117221,11 , ITletl•R11911 NOTE:SEE SHEET 2 FOR SPECIFIC CUP . 0 1 " " � ��_ 14/7.01410 DIMENSIONS. * 7$,s-. = HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS / I* = VERTICAL AND HORIZONTAL CONFIGURATIONS -0 , •T. •F D:Z: 90'MULLION i 13 i • Lu DATE:rnpvl er. PNEPAYFO er: Q�'• • •- $P,r 2�� 02/05/13 71H ewuwcmmEs NG _ ,- '.��(L` x19���� �� on•wwo na � 9S_rattan, PA-0004 1715. umw4v41nNNO.mTe •1111..• - srxE, • SHEET: N .Q Ier[almrrc�reov : - -- - --- - --- --- -- -- ---- - �an.o 91n 1931•- e9 DAre oE5GeP11oH "Er 60F 7 4 I EXAMPLES OF TWO-WAY MULLION ASSEMBLIES r- wr 'W2' `\N: EXAMPLES OF ONE-WAY MULUON ASSEMBLIES IS k • 'W1' 'W2 MULL k` ` 7 kl Sit `II MULL SPAN'L' I 1 , ` VERTICAL MUWON MULTIPLE UNIT ASSEMBLY _.1 r 'W1' I 'W2' 0. 4 / \ /�,,I,j , VERTICAL MULLION I0I00 :010/ ( $1I•j// MULL e itit SPAN'I.' ff 1010 10 I \ IV NOTES: /�A0,01010 1. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND CONFIGURATIONS NOT \ f 110 SPECIFICALLY SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2. IF THE LOADING TYPE CANNOT BE DETERMINED,USE TWO-WAY ASSEMBLY / f IIIA CONFIGURATION VALUES. 3. FENESTRATION PRODUCTS SHALL BE ANCHORED AS APPROVED. VERTICAL MULLION HINGED DOOR W/SIDELITE l,%%III 1 SII REVISIONS FA4ERNA"Q"TEC""'�"5Y"'O° `�.���ES F. O NATUREWAMMON 11�. IJ . 0 IJn.NWt90 • 4.,... BOW MULLIONS r.* /. 7$ :* MU. V RTICAL AND HORIZONTAL CZ CUPPED ALUMINUM ONFIGURATIONS G RATIONS . v •T•T =o MULLION ASSEMBLY AND LOAD EXAMPLES p t• 'ROY�ttr� one:ouv..+er: ewevA,+Eucale.. 1% ..•llC`•••. a ..." Ce wum,011C15/13 SCA! TJH ieo'mOO vn n� '••..... �� N.T.S. i AVrlrownnOM N0.29576 re A s1� PA-0004 Iry N - -- - RR mrt v Acro.s5m er arE_ _ - oEscr+mlvl RE' 7 OF 7 - 398 East Dania Beach Blvd. * BUILDING DROPS Suite338 Dania Beach,FL 33004 A Perfect Solution in Every Drop! 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 Bay/Bow Mullions for Florida Product Approval FL# FL17472 Report No. 5504 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 it Prepared for: Eastern Architectural Systems 16341 Domestic Ave. Ft Myers, FL 33912 ```���irliir�i'i���i % Es F . 0 . O: Prepared by: Hermes F. Norero, P.E. �,/ 7:11 Florida Professional Engineer#73778 _ * . • ii * Date:02/06/18 = -o • :T•T 0 �0 %. C'R(6�_It' Contents: 00 06,•••••.....••. Evaluation Report Pages 1—4 ./ti %NM1.S‘'%•%% Digitally signed by Hermes F.Norero,P.E. Hermes{f dchtdfo,P.E. Reason:I am approving this document Florida No.73778 Date:2018.02.14 15:46:55-05'00' • BUILDING DROPS FL#: FL17472 Date: 02/06/18 A Perfect Solution in Every Drop! Report No: 5504 Certificate of Authorization:29578 Manufacturer: Eastern Architectural Systems Product Category: Windows Product Sub-Category: Mullions Compliance Method: State Product Approval Method la 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 6th 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 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 impac 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 6th Edition(2017) FBC. 6. See Installation Instructions PA-0004 for size and design pressure limitations. l Hermes F. Norero,P.E. Florida No.73778 Page 21of 4 'il 1 BUILDING DROPS FL#: FL17472 iI ilk A Perfect Solution in Every Drop! Date: 02/06/18 Report No: 5504 Certificate of Authorization:29578 ij ii i 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 1. 1709.8 of the 6th Edition(2017)FBC I ' Referenced Data: i 1. Product Testing performed by: Certified Testing Laboratories (FBC Organization#:TST1577) Report#:CTLA 3010W-4 Report Date:07/18/14 ,i 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) , It it II Hermes F. Norero;IP.E. Florida No.73778 Page 3;of 4 BUILDING DROPS FL#: FL17472 A Perfect Solution in Every Drop! Date: 02/06/18 3 , Certificate of Authorization:29578 Report No: 5504 Installation: 1. Approved anchor types and substrates are as follows: II 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. it 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