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Revisions-Adding Mullion bars to windows
IPS 5),t, keti, i1 OFFICE USE ONLY: ' DATE FILED: PERMIT# SLC f g d 9 - D (pc ,1 REVISION FEE: E. q5 RECEIPT# # � F+ ar c �:, S�X� j ANNING&DEVELOPMENT SERVICES :ttiy ;7 C,. 1 0, /;1�'� .t' ! •x` UILDING&CODE REGULATION DIVISION 0,.a 4 ei r rt i'. t I', 2300 VIRGINIA AVENUE Oki"-:',14;"4 I '' r " wt `�`. 1 FORT 7171E45F21:135459382-5652CW;zRECEIVEp �+ �� '",i,-e,�`. w;'� t.' ,� ����t� r%lv (� P. a t.t." i -,i� ;' " . i APPLICATION FOR BUILDING PERMIT REVISIONS ,, 2018 %6 '� '6` PROJECT INFORMATION ermitth9 pe art St.Lucie Countnyent LOCATION/SITE ADDRESS: S'a ct) S G nod p►n P C t'c c le DETAILED DESCRIPTION OF PROJECT • REVISIONS: Acid �5 m u 11 ha - �rs 1- +he c, i ndows. CONTRACTOR INFORMATION: . STATE of FL.REG./CERT.#: C.,P,C., i 3 3 O g a - ST.LUCIE CO CERT.#: BUSINESS NAME: NE GO Sou ( _i ;.ndow )OJU4 ops QUALIFIERS NAME: Sc;r1,1 O c "s- ,,-1 • ADDRESS: Se; Lo (V-,P_e drab '.e 6 I kid CITY: t,t.l PPS STATE: F/ ZIP: 33 U 0 9 PHONE(DAYTIME): (p I•-1 I a -q O(V3 FAX: , --c.p l- 1 P• LI o O OWNER/BUILDER 1INFORMATION: NAME: )3G1 V r �-t�n 1 act U C-a k v e S 4 ADDRESS: TQ Lo Sa,ct e;rie L isr- CITY: es c. STATE: F/- ZIP: 3g c3i5� PHONE(DAYTIME: FAX: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: ' STATE: ZIP: PHONE(DAYTIME): FAX: SLCCC: 9/23/09 Revised 06/30/17 III rt-19N}I 6/7/2018 Florida Building Code Online fr `-� t `� � ' 3p1t• 1. , yrYigy( 7y r , rem ---:-„,:ty,....*-tn '' '1::::4: ' ";111"t- ,4„„y0.04: --..A' 1: "'" 1., '-'7.--*L-.".:47 ,,,,i,A.I. .., ,,, 4 . - . , ' ill ' onAmman *BPlt eitslaioss ornament BCIS Home Log In ; User Registration Hot Topics I Submit Surcharge i Stets&Facts Publications FBC Staff I SCIS Site Map i Links 1 Search cl F�pilt�a {2 "" Product Approval i USER:Public User tt, 1 1 4 1 a.,p, Product Approval Meal,>Product dr Aopiicatian Search>Application List ir` a T `i 1 Search Criteria Refine Search Code Version 2017 FL# 17472.2 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL 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 I Search Results-Applications Fl.# Type Manufacturer Validated By, Status FL17472- Revision Eastern Architectural Systems Keystone Approved FLA:FL17472.2 Certifications,Inc. * History Model:HVHZ Clipped Aluminum Tube Mullion (717)932-8500 Description:HVHZ Clipped Aluminum Tube Mullion Vertical,Horizontal, T and X Configurations Category:Windows Subcategory:Mullions *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Contact Us::201 Blair Stone Road Tallahassee P1.32399 phone:850-487-1824 1 The State of Florida is an AA/EEO employer.cgavright 2007-2013 State of Florida,.::privacy Statement::Accessibility Statement::$efund Statement Under Florida law,email addresses are public records.if you do not want your e-mall address released in response to a public-records request,do not send electronic mall to this entity.instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalts provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click has.. Product Approval Accepts: Credit Card Safe securitym Erivic s RECEIVED I a, DEC 17 2018 CJ Permitting Department St. Lucie County Lii https:l/www.floridabuilding,org/pr/pr_app Ist.aspx ill t. I T li 6/7/2018 Florida Building Code Online I t----„,--440-3%., r } i c,'"' rj '4- tt t7 -IV i g�1 " € I7 ` t°_ A _. l t t. `ct- 81✓d t 1 i f i i 1 r-t :l P x3�,.- - + .,r k`':- n iii _ _ _ _ ogPRHC tSoart*FW .Aa__l$ialobs b$T C7csat BCIS Home F Log In ! User Registration I Hot Topics I Submit Surcharge ' Stats&Facts Publications 4 FBC Staff I SCIS Site Map I Links I Search d Florida -. I' di Prodtiet Approval t USER:Public User ws _ Product Approval Montt>Product or Application$earcrl>gppttcation Ust>Application Detail ri a Ipue „I-44,.., t FL# FL17472-R3 ;i 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 Fiesher jflesher@easternmetal.com Technical Representative Timothy J. Hoard j 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. ' ,1 ll ,l Referenced Standard and Year(of Standard) Standard Year AAMA 450 2010 TAS201 1994 1! TA5202 1.994 1( I TAS203 1994 Equivalence of Product Standards 1' Certified By I ' Product Approval Method Method 1 Option A , haps://www.floridabuilding.org/pdpr app dtlaspx?param=wGEVXQwtDgtCUGgvjOizBAvC%2bOtoUJ5%2f17Na09SzNixXWfpyvfrXvrA%3d%3d 6/7/2018 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 I 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 11 PA-0004 55 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 55 2018-02-14.(2(1 Created by Independent Third Party:Yes 17472,2 HVHZ Clipped Aluminum Tube HVHZ Clipped Aluminum Tube Mullion Vertical,Horizontal,T Mullion 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 drawing set 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 11 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 55 2018-02-14.pdf Created by Independent Third Party:Yes [c.,ckl It44a11 Contact Us:: •r. . . er. :o.. . ,,.so,- a_.._.a•phone:850-487-1824 The State of Florida Is an AA/EEO employer.gopyygpt 2007-2013 State of Florida,::Privacy Statement::Accessibility Statement::ilefund 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 serid 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 officlDl 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 dick lam. Product Approval Accepts: Credit Card Safe scour'tVM.1zTRICS' httpsJ/www.florida building.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDglCU GgvjOiz6AvC%2bOtoUJS%21T7NaD95zMxXW fpyvfrXvrA%3d%3d T ' Document Title: Doc No: FRM 81-02 ► I Structural Performance Rev No: 7 Pane: 1 or. 1 KEYSTONE N6 RTIrCertification CL ICAT10 ,INC. r Authorization Report Required By: PRO B1-03 CAR&Product ID Number: 622 - 101.0 Issue Date: 1/16/2015 Revision Date: 2/16/2018 Expiration Date: 7/18/2021 Company Code: 622 This Certification Authorization Report(CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. 1i Licensee Information: Product Information: Eastern Architectural Systems Model: 1"x3-1/8"Light Alum Mullion HNIT/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-4A/5A Test Report Expiration: 7/18/2021 Authorized Signature: Keystone Certifications, Inc. 2018.02.16 145 Limekiln Rd. Suite 100B ,. New Cumberland, Pennsylvania 17070 11 :10:21 -05'00' Phone: 717-932-8500 , Fax: 717-932-8501 WWW.KEYSTONECERTS,COM >EYSTON Appendix 1 CAR No:622.101.0 ..=,..e..++a.... Expiration date:7/18/2018 Eastern Architectural Systems 'I 10030 Bavaria Road Fort Myers,FL 33913 Load Tables for the: 1"x3-1/8"Light Aluminum Mullion,Horiz/Vert/T/X DESIGN:PRESSURE LIMITS FOR MULLION:1"x 3-1/8"(LIGHT)-ONE-WAY MULLIONS SPAN 'L' TRIBUTARY WIDTH'W'(IN.) IN.) ,18.00 24.00 30.00 36.00 42.00 48.00 54.00 60.00 24 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 36 '200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 48 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 60 200.00 200.00 200.00 191.43 176.70 167.50 162.42 160.80 72 ,180.07 141.81 119.42 105.04 95.33 88.63 84.03 81.03 84 111.13 86.82 72.48 63.14 56.70 52.09 48.74 46.30 96 73.35 56.98 47.27 40.91 36.46 33.24 30.83 29.01 108 50.93 39.39 32.53 28.01 24.84 22.51 20.75 19.39 DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8"(LIGHT)-TWO-WAY MULLIONS SPAN'L' TRIBUTARY WIDTH'W'(IN.) (IN.) 18.00 24.00 30.00 36.00 42.00 48.00 54.00 60.00 24 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 36 200.00 200.00 200.00 200.00 191.43 167.50 148.89 134.00 48 200.00 200.00 200.00 167.50 143.57 125.63 111.67 100.50 60 200.00 200.00 160.80 134.00 114.86 100.50 89.33 80.40 72 157.56 118.17 94.54 78.78 67.53 59.09 52.52 47.27 84 99.22 74.42 59.53 49.61 42.52 37.21 33.07 29.77 96 66.47 49.85 39.88 33.24 28.49 24.93 22.16 19.94 108 46.69 35.01 28.01 23.34 20.01 17.51 15.56 14.01 Impact Ratings ASTM 81996-Wind Zone 4,Missile Level D PA/TAS 201/203-Large Missile and Small Missile compliant Keystone Certifications,Inc. 145 Limekiln Rd,Suite 10013 New Cumberland,PA 17070 Phone:717.932.8500 www.keystonecerts.com Document Title: Doc No: PRM 131-02 1 I Structural Performance Rev No: 7 Page: 1 et 1 KEYSTONE Certification C/iTlr tCAT10N7,INC. �---I Authorization Report _ Required By: PRO B1-03 CAR& Product ID Number: 622 - 102.0 Issue Date: 1/16/2015 i! Revision Date: 2/16/2018 Expiration Date: 7/18/2021 Company Code: 622 This Certification Authorization Report(CAR) Is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: Eastern Architectural Systems Model: 1"x3-1/8" Heavy Alum Mullion HN/T/X 16341 Domestic Avenue Operator Type: Mull Fort Myers FL 33912 Config: No Reinforcement Max Width: See Table Max Height: See Table Referenced Standard: Product Rating: AAMA 450-10 & PA/TAS 201/202/203 See Appendix 1 Load Tables and Impact Ratings Qualifying Test Information: Test Report No: CTLA-3010W-6A/7A Test Report Expiration: 7/18/2021 iI Authorized Signature: Keystone Certifications, Inc. i�. 20 1 8,02,1 ( 145 Limekiln Rd. Suite 100[3 r New Cumberland, Pennsylvania 17,070 ' 11 :14:33 -0500' Phone: 717-932-8500 Fax: 717-932-8501 W W W.KEYSTON EC ERTS.COM • jcYSTONE, Appendix 1 CAR No:622-102.0 ��L-1=7_3. Expiration Date:7/18/2018 Eastern Architectural Systems 10030 Bavaria Road Fort Myers,FL 33913 Load Tables for the: 1"x3-1/8"Heavy Aluminum Mullion, Horiz/Vert/T/X DESIGN'PRESSURE LIMITS FOR MULLION: 1"x 3-1/8"(HEAVY)-ONE-WAY MULLIONS SPAN TRIBUTARY WIDTH'WI(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 60 200.0 200.0 200.0 191.4 176.7 167.5 162.2 161.6 159.4 72 200.0 154.5 126.8 109.1 97.1 88.9 84.0 83.3 79.7 84 126.2 96.1 78.4 66.8 58.9 53.2 49.6 49.1 46.1 96 84.2 63.9 51.8 44.0 38.5 34.5 31.9 31.5 29.3 108 58.9 44.6 36.1 30.5 26.6 23.7 21.8 21.5 19.9 DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8"(HEAVY)-TWO-WAY MULLIONS ;I SPAN'L' TRIBUTARY WIDTH'W'(IN.) jl (IN.) 18 24 30 36 42 48 53.125 54 60 fi 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 191.4 167.5 151.3 148.9 134.0 48 200.0 200.0 200.0 167.5 143.6 125.6 113.5 111.7 100.5 ;i 60 200.0 200.0 160.8 134.0 114.9 100.5 90.8 89.3 80.4 72 196.8 147.6 118.1 98.4 84.4 73.8 66.7 65.6 59.1 84 124.0 93.0 74.4 62.0 53.1 46.5 42.0 41.3 37.2 96 83.0 62.3 49.8 41.5 35.6 31.1 28.1 27.7 24.9 !) 108 58.3 43.7 35.0 29.2 25.0 21.9 19.8 19.4 17.5 Impact Ratings i ' 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. New Cumberland,PA 17319 Phone:717.932.8500 www.keystonecerts.com Document Me: Doc No: FRM B1.02 Structural Performance Rev No: 7 Rape: 1 °I; 1 KeysTONt PlArMATIONS.INC. Certification Authorization Report Required By: PRO B1-03 CAR& Product ID Number: 622 - 103.0 Issue Date: 1/16/2015 Revision Date: 2/16/2018 Expiration Date:- 7/18/2021 Company Code: 622 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on.a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: Eastern Architectural Systems Model: 1"x4"Aluminum Mullion HN/T/X 16341 Domestic Avenue Operator Type: Mull Fort Myers FL 33912 Config: No Reinforcement Max Width: See Table Max Height: See Table Referenced Standard: Product Rating: AAMA 450-10 & PA/TAS 201/202/203 See Appendix 1 Load Tables and Impact Ratings Qualifying Test Information: Test Report No: CTLA-3010W-8A/9A Test Report Expiration: 7/18/2021 Authorized Signature: Keystone Certifications, Inc. Ai„\ Adis 2018.02.16 145 Limekiln Rd. Suite 100B New Cumberland, Pennsylvania 17070 11 :37:01 -05'00' Phone: 717-932-8500 Fax: 717-932-8501 NVANICVM7ONECERTS.COM I KEYSTOfsje, Appendix 1 CAR No:622-103.0 =NMVPICAVIC141411. Expiration Date:7/18/2018 Eastern Architectural Systems 10030 Bavaria Road Fort Myers,FL 33913 Load Tables for the: I 1"x4"Aluminum Mullion,Horiz/Vert/T/X DESIGN PRESSURE LIMITS FOR MULLION: 1"x 4"-ONE-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 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 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 I; 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 60.1 50.8 44.3 39.5 36.3 35.9 33.1 DESIGN PRESSURE LIMITS FOR MULLION:1"x 4"-TWO-WAY MULLIONS SPAN'L' TRIBUTARY WIDTH'W'(IN.) (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 198.5 48 200.0 200.0 200.0 200.0 200.0 186.1 168.1 165.4 148.8 60 200.0 200.0 200.0 198.5 170.1 148.8 134.5 132.3 119.1 72 200.0 200.0 196.6 163.8 140.4 122.9 111.0 109.2 98.3 84 200.0 154.7 123.8 103.2 88.4 77.4 69.9 68.8 61.9 96 138.2 103.7 82.9 69.1 59.2 51.8 46.8 46.1 41.5 108 97.1 72.8 58.2 48.5 41.6 36.4 32.9 32.4 29.1 Impact Ratings ASTM E1996-Wind Zone 4,Missile Level D PA/TAS 201/203 Large Missile and Small Missile compliant Keystone Certifications,Inc. 145 Limekiln Rd,Suite 100B New Cumberland,PA 17070 Phone:717.932.8500 www.keystonecerts.com Document Title: Doc No: FRM B1-02 Structural Performance Rev No: 7 Pepe: 1 Of: 1 KEYSTONE RVIrMATION6,ICertification CC NC. �--� Authorization Report Required By: PRO 61-03 CAR& Product ID Number: 622 - 105.0 Issue Date: 2/11/2015 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. I. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. ii Licensee Information: Product Information: Eastern Architectural Systems Model: 2"x4"Aluminum Mullion HN/T/X 16341 Domestic Avenue Operator Type: Mull Fort Myers FL 33912 Contig: No Reinforcement Max Width: See Table Max Height: See Table Referenced Standard: Product Rating: AAMA 450-10& PA/TAS 201/202/203 See Appendix 1 Load Tables and Impact Ratings Qualifying Test Information: Test Report No: CTLA-3010W-8A/9A Test Report Expiration: 7/18/2021 Authorized Signature: Keystone Certifications, Inc. ). 2018.02.1 6 145 Limekiln Rd. Suite 100B New Cumberland, Pennsylvania 17070 11 :46:53 -05'00' - Phone: 717-932-8500 Fax: 717-932-8501 wWW.KEYSTONEGERTS.COM KEYSToN4i Appendix 1 CAR No:622-105.0 �� ...,o......� Expiration Date:7/18/2018 1 Eastern Architectural Systems 10030 Bavaria Road Fort Myers,FL 33913 Load Tables for the: li 2"x4"Aluminum Mullion,Horiz/Vert/T/X DESIGN PRESSURE LIMITS FOR MULLION:2"x 4"-ONE-WAY MULLIONS SPAN'L' TRIBUTARY WIDTH'W'(IN.) (IN.) j 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 I, 60 1200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 72 '200.0 200.0 200.0 200.0 200.0 197.0 188.0 186.8 180.1 84 200.0 200.0 195.1 166.4 146.6 132.5 123.5 122.2 114.8 _ 1 96 200.0 159.0 129.1 109.5 95.9 85.9 79.5 78.5 73.0 108 146.7 111.1 89.9 76.0 66.2 59.1 54.4 53.7 49.5 DESIGN PRESSURE LIMITS FOR MULLION:2"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 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 200.0 197.0 178.0 175.1 157.6 60 200.0 200.0 200.0 200.0 180.1 157.6 142.4 140.1 126.1 ' 72 200.0 200.0 200.0 175.1 150.1 131.3 118.7 116.7 105.1 84 200.0 200.0 180.1 150.1 128.7 112.6 101.7 100.1 90.1 96 200.0 155.1 124.1 103.4 88.6 77.6 70.1 68.9 62.0 108 145.2 108.9 87.1 72.6 62.2 54.5 49.2 48.4 43.6 Ij Impact Ratings ji ASTM E1996-Wind Zone 4,Missile Level D it PA/TAS 201/203-Large Missile and Small Missile compliant Keystone Certifications,Inc. 145 Limekiln Rd,Suite 1008 New Cumberland,PA 17070 Phone:717.932.8500 www.keystonecerts.com ii Document Title: Doc No: FRM B1-02 I, Rev No: Pege: O1: Structural Performance 7 1 1 KEYSTONE CC ATF ICAt1ONS.INC. ( Certification L---! Authorization Report Required By: PRO B1-03 • CAR& Product ID Number: 622 - 106.0 Issue Date: 2/11/2015 Revision Date: 2/16/2018 Expiration Date: 7/18/2021 �I Company Code: 622 This Certification Authorization Report(CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard.Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. II Licensee Information: Product Information: Eastern Architectural Systems Model:2"x6"Aluminum Mullion HN/T/X 16341 Domestic Avenue Operator Type: Mull Fort Myers FL 33912 Config: No Reinforcement Max Width: See Table Max Height: See Table Referenced Standard: Product Rating: AAMA 450-10& PA/TAS 201/202/203 See Appendix 1 Load Tables and Impact Ratings Qualifying Test Information: Test Report No: CTLA-3010W-8A/9A Test Report Expiration: 7/18/2021 Authorized Signature: Keystone Certifications, Inc. ;Adis 2018.02.16 145 Limekiln Rd. Suite 1008 I' New Cumberland, Pennsylvania 17070 ' 11 :50:16 -05r�Or Phone: 717-932-8500 Fax: 717-932-8501 W W W.KEYSTON EC ERTS.C O M iiiroVISTONt Appendix i CAR No:622-106.0 0_.,,,, ,.,,o.11116 Expiration Date:7/18/2018 li Eastern Architectural Systems �! 10030 Bavaria Road Fort Myers,FL 33913 Load Tables for the: 2"x6"Aluminum Mullion,Horiz/Vert/T/X DESIGN PRESSURE LIMITS FOR MULLION:2"x 611-ONE-WAY MULLIONS SPAN'L' I 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 j! 48 '200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 60 Lj 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 72 200.0 200.0 200.0 200.0 200.0 197.0 188.0 186.8 180.1 84 200.0 200.0 200.0 191.0 171.5 157.6 148.7 147.5 140.1 96 200.0 200.0 186.8 161.6 144.1 131.3 123.0 121.8 114.6 108 ' 200.0 197.0 162.7 140.1 124.2 112.6 104.9 103.8 97.0 DESIGN PRESSURE LIMITS FOR MULLION:2"x 6"-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 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 200.0 197.0 178.0 175.1 157.6 60 200.0 200.0 200.0 200.0 180.1 157.6 142.4 140.1 126.1 72 200.0 200.0 200.0 175.1 150.1 131.3 118.7 116.7 105.1 84 200.0 200.0 180.1 150.1 128.7 112.6 101.7 100.1 90.1 96 200.0 197.0 157.6 131.3 112.6 98.5 89.0 87.6 78.8 108 200.0 175.1 140.1 116.7 100.1 87.6 79.1 77.8 70.0 I Impact Ratings ASTM E1996-Wind lone 4,Missile Level 0 PA/TAS 201/203-Large Missile and Small Missile compliant Keystone Certifications,Inc, 145 Limekiln Rd,Suite 1008 New Cumberland,PA 17070 Phone:717.932.8500 www.keystonecerts.com v) EASTERN ARCHITECTURAL SYSTEMS HVHZ CLIPPED ALUMINUM TUBE MULLIONS GENERAL NOTES: 'W1' {�Q r'W3'�'W2'�{ L THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 6TH EITMON(2017) r I 0 ._ -- FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE. _ T- 4. 4131 3. APPROVED IMPAR PROTECTIVE SYSTEM IS NOT REQUIRED FDR 7N6 PRODUCT IN WIND BORNE DEBRIS REGIONS. 0 I' -��-' IC� �� _ ______ _ MULLINDIVIDUAL UNITS ATTACHED TOMUWONS MUST BE IMPAR RATED. 'V \\ SPAN'l'ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCEANCHOR CUP // \\ 11RESISTING SYSTEM CAPABLE OF WITHSTANDING ND TRANSFERRING APPLIED PRODUCT LOADS TO THE NJ '\/ FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT Of mm VERTICAL SPAN INSTALLATION. "'""'"" "" 5. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE VERTICAL MULL MULL STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD © SPAN'L' SPAN FOR THE PROJECT OF INSTALLATION. .IMII Q 6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A MULLION ® lis,,' ` VSPECIFIC SITE,IF SITE CONDITIONS CAUSE INSTALLATION TO DEVUTE FROM THE REQUIREMENTS DETAILED HEREIN, ' A UCENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN i�j T NON-MIHZ AREAS.IN HVH2 AREAS.ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER. 0 / 1 7. MUWON&CUP MATERIAL ALUMINUM 6005-T5&6063-T6(AS NOTED) 0 0 8. MUWONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL 0 % 13• 9. SEE SHEETS 5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,MUWON �IIIs I me I -- 0 Twommommom CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. ANCHOR CTM 4Q 0 • - r P METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT 10. SALL BDISSIMILAR OTECTED IN ACCORDANCE WITH THE 6TH EDITION(2017)FLOR D FLORIDA DING CODE- UNIT FRAMING TYPICAL MULLION ASSEMBLY HORIZONTAL"T" MULL SPAN MULL INSTRUCTIONS: -I SPAN'L'I 1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. / ` 'W 2. CHOOSE A MUWON THAT PROPERLY FITS THE FENESTRATION PRODUCT. i I 2' TABLE OF CONTENTS 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MUWONS: / • ASSEMBUES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF SHEET REVISION SHEET DESCRIPTION ONE-WAYMULUONS. • ASSEMBLES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH 1 - GENERAL NOTES,INSTRUCTIONS,AND1 ELEVATIONS MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS. WI' • SEE SHEET 11 FOR ASSEMBLY AND LOAD EXAMPLES. / 2 - MULLION DETAILS • IF ASSEMBLY TYPE CANNOT BE DETERMINED USE TWO-WAY MUWON CHART. 3 - ANCHOR a1P DETAILS 4. VERIFY THAT MU WON DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN /` PRESSURE OF OPENING USING CHARTS ON SHEETS 6-10. 4 - MULLION SECTIONS 5. QUAUFIED CUP TYPES APPEAR ON SHEETS 5-10.MULTIPLE ANCHOR TYPE/SUBSTRATE/CLIP COMBINATIONS WITHIN AN OPENING ARE ALLOWED. 5 - TYPICAL MULLION&QIP ASSEMBLIES 6. THELLESSER VDESSIGN II APSESSUR DOR ESIGN MUWON PRESSRE FENESTRATION PRODUCT WILL HORIZONTAL SPAN GO6 - 1'X 3-1/8"(UGHT)MUWON DESIGN LOAD TABLES 7 - 1"X 3-31B"(HEAVY)MULUON DESIGN LOAD TABLES 8 - 1'X 4'MUWONDESIGN LOAD TABLES ,,YL• •• I- REVISIONS usrvwuamecnreurremn 9 - 2'X4'MULLION DESIGN DAD TABLES ,� �0,e9 F. O O's #0 W Eastern rwllA 33C3/4 311,:f S0 - 2'X6'MUWONDESIGNLOADTABLES ��'i9'f 1G� Si �0 i a`a."'.': 1-811,301-2113) MI- SO : per��^ fTnfljL'nu 11 - MULLION ASSEMBLY AND LOAD EXAMPLES ./S T•-'�..�, 7. HVHZ CLIPPED ALUMINUM TUBE MUWONS * . VERTICAL AND HORIZONTAL CONFIGURATIONS GENERAL AND INSTALLATION NOTES ��Q,'•. , Q`.'•�+V�,,. WTE:DRAWN er, ,r.333.0 m: ale Fs'•' „.••••'��1�` 02/05/13 TJH MOM BROM we --- _ - - OI/IeEY elpie4lry Memue F.Noreio,P.E �/ \S WANG PO .r..•. Mt Tl or rua�S� seI y6/Ia 6THeo.FecIIFaTIu L PA 0003 N.T.S. wnu•wnoM ro.mn _ _ _= Reemlum eppmWgRiedoanrnl air usr aM's2ss pe[r. IMP: ___ — — - Renste:2016.02.Te 15:50:49 vIrsais dam D.. rl-rt S>rra - Mr eon or meoaAla um asre °' =wTr .._ -OF- "0N- -- '. _-10F 11 - ..„ -.1 2.000- r- r __ _ 0.250" ,; f . . • 1 1.000 ——..1 2.000".4.-- -.1 1...— 1.000" •—••••1 1...— 1.000" ra —1 . r .. 1- .. . %6.000" /i 7 r47 0.250" '1116 0.250 0 0.125" 0.125" /4.000" #4.000" 3.125" 3.1.25 I. # I 0 I 0.375" 0.625 0150" 0.250" 0.250" 1"X 3-1/8"(UGHT) 1"X 3-1/8"(HEAVY) 1"X 4" 2"X 4" 2"X 6" MU WON MULLION MU WON MULUON MULLION SEE SHEET 6 FOR SEE SHEET 7 FOR SEE SHEET 8 FOR SEE SHEET 9 FOR SEE SHEET 10 FOR QUALIFIED CUPS QUALIFIED CUPS QUAUFIED CUPS QUAUFIED CUPS QUAUFIED CUPS NOTE:SEE SHEET 3 FOR SPECIFIC CUP TYPES AND DIMENSIONS. • 0:1, E REV IVONS WEastern EASTERN AACIDTECTIAIAL SYSTEM • A OMAN Cf EASTERMAETMANFIN:f l ...**". .. °I. •:. \ .4,7 -.4'6 S. •A,.. ........,1120013u19.717 :7 i • ,g 7: ,.. r. . =* . Ar• i*E HVHZ CUPPED ALUMINUM TUBE MULLIONS T • VERTICAL AND HORIZONTAL.CONFIGURATIONS = "0 • • • 1 fr ii . .- IL.. MU WON CROSS SECTIONS 0 ".... 4,- 1 C'`.." 4/4.. o DDAVOI DT: 02/05/13 T1H ESAIDINODADPS.E.C. ORPITAM NM =AU: ei MECDTTSICATE0i — 1— *pi. 0. PA.0003 N.T.S. 1 . AUIVONIZA110•1010.zssii Bin,' REV: — — -- -- —-----=---------= .71"INA&It SWAM 33' BYDATE ME...".. reit-arc or dumemvera•la-irsroc-r ---- "v 2 OF 11 - An INIMMINIIIMMINSM... r Vi I. 2.25" 0 1 2.625' 3.375" 2.25" InEll 1.75" 0 2.25" o 4.625" 5.375" 0.12-S" 2" 2.25" � 0.1� 2" _I1_ l -_ - - - --- -- -- O.12r--------� 1 _..L Sj 2.25" 1 2"X 5"X 1 3/4" L-CLIP 2"X 5"X 21/4"L-CLIP ALUMINUM 6063 76 0.12E 2"X 4"X 3 3/8" L-CLIP ALUMINUM 606346 . ALUMINUM 6063.76 2"X4"X53/8"L-CLIP 46 10.46" ALUMINUM 6063-T6 2.50" Ab. 0.722"--.1 2.25" ,b 0 2.25" 0 7 a 7 0.722"-....11....-. . 10.4w j\2.25' o7 III 2.25` 1 " o j_2.25" o �" 2.25>0 2.335" 2.25" c, s c, - _ -0.188" \ '\ 0 2.25" ? 2.25", v1.25" --/ .- t _ 0.188" 10 15/32"X 21/4"H-CLIP 1.25" 21/4" U-CLIP 13/4" U-CUP rt , ALUMINUM 606346ALUMINUM 600545 ALUMINUM 6005-TS 1 10 15/32"X 13/4" H-CLIP ALUMINUM 6063-T6 8.25" 2.25" 2.25" 2.25" 2.625' Mill _ tot ',,,, REVISIONS e""'na' "`cs"us �J/��yy�, ESF• (� iWii,EasternrwstnauucraCAMCAI°rrnv =".4, 0"NC ` P��jf6111D0M[fM�Y4V YV I]} O wMo':» YS''� s**eanlnlf 0.125" +a»`nr; 0.875' II� I =* . *A. ' TITLE HVH2 CUPPED ALUMINUM TUBE MULLIONS G q VERTICAL AND HORIZONTAL CONFIGURATIONS 3 T.164 CLIP DETAILS 81/4"X 3 3/8" H-CLIP =R 'Zt _ ..2`".`` 02/05/13 GATE°"A"11H °� ALUMINUM 6O6346 � MUMS SAWS.INC i 0% S1H161PA3 NaOOO TS S n zm -_ - - - -- -- -- - -- _MK COM Cr wmaeanm fro,SIM AY DM tt vrw+ n'' 3 OF 11 - Vi o INSTALLATION ANCHOR INSTALLATION ANCHOR INSTALLATION ANCHOR HORIZONTAL (SEE NOTES SHEETS 21/2•MN. (SEE NOTES SHEETS 6-10) EDGE DIST. 1 6-10) EMBEDMENT (SEE NOTES D SHEETS hill, MULLION,TMP. CONCRETE OR • - • I �� MASONRY BY OTHERS 'Q - ' 1 CAULK BETWEEN •• '; ' e G a - 3/4"MIN. 1 EXTERIOR MULLION CLIP �' � °, •• G •a l 1/4"MIN. TYP. CONCRETE/MASONRY&1X .; - • ... EMBEDMENT EDGE DIST. I WOOD BUCK BY OTHERS '-— --- - - — . 111110 _ _ 'U'CUP �iii..it� ••,, EXTERIOR INTERIOR ix WOOD BUCK CONCRETE OR BY OTHERS MASONRY BY OTHERSAll I CAULK BETWEEN I I .. VERTICAL MUWON CUP CONCRETE/MASONRY&2X R I TYP. WOOD BUCK BY OTHERS • 'o �� MUWON,TYP. I 1 I I I I 2X WOOD BUCK •. °. EXTERIOR I I INTERIOR BY OTHERS .. o. . MULLION INTERIOR TYP. (!)HORIZONTAL SECTION 1 I MUWON T•MUWONINTERSECT'DETAIL TMPC HORIZONTAL SECTION SIDE VIEW O VERTICAL SECTION Og JAMB-2KwoaoBDTx HEAD-CONCRETE/MASONRY SIDEVIEWHORQONTAL SIDE VIEW-VERTICAL INSTALLATION ANCHOR (SEE NOTES SHEETS '441 6-10) I ;a :�: HORIZONTAL _Al MULLION,TYP. to I tRIOR INTERIOR 1111111111.11111 EXTERIOR INTERIOR MULUON I rip. NOTE --------AI MULLION CLIP DETAILS SHOWN ARE TYPICAL FOR ALL • 1 MULLION&CLIP ASSEMBUES.SEE I VERTICAL SHEETS 6-10 FOR ALLOWABLE MULLION MULLION,TYP. CONFIGURATIONS,SIZES,AND DESIGN MUWON CUP PRESSURES. i TMP' HORIZONTAL SECTION a %-MU W ON INTERSECT DETAIL ° e • I SIDE VIEW n - 1 1/4'MIN. d. ' EMBEDMENT _ PRECAST SILL • '' , I ��,``"S F. 1/JJ,,,' REVISIONS �rj "m`Pm Au�,4 �•�° .. L,. , Eastern BY OTH � 'F �i� lau�oaauc�vc i .� n mu nam ! INSTALLATION ANCHOR - f' ' 'PO o 4`!°0 (SEE NOTES SHEETS I = 7 ' 1. 21/2'MIN. _* S �$� "'k n� HVHZRIPPEDALUMINUM TUBE IGUWONS 6-10) VERTICAL AND HORIZONTAL CONFIGURATIONS EDGE DISTANCE -0 . •T. ' :q : INSTALLATION DETAILS A VERTICAL SECTION =p : . °" °"""°': °""o": �.- 3 - [ - P . .- 02/05/13 TJH t 4SILL-CONCRETE/MASONRY �� M `` 000 N.TS. 6 � �� �y 3 >e ru/` n �1 xm racer. uv IEOu — - - --= -.s[CMOfrm IRAIM..role e• "" °FJ�`nr rav 4 OF 11 - • 1 I' - • VERTICAL MUWON UCUPTOMUWON -- — 4 CONNECTION ----- —. 7 HORIZONTAL MULLION H-CLIP SUBSTRATE BY OTHERS NOTESHSUBSTRATE VARIES,SEE /// NOTES SHEETS$-10 H-CLIP ANCHORS ��" � �� ALL INSTALLATION HOLES MUST HAVE AN ANCHOR I%INSTALLED IN THEM MULLIION AND CLIP ASSEMBLY TYPICAL ASSEMBLY SHOWN WITH r x 3118'MUWON AND H-CUP.OTHER MUWONS AND CUPS ARE APPROVED. SEE INDIVIDUAL MULLION SHEETS ,,`EE•.____.+r/f,r GSSIE M MORI:CRFlALS1SiR19 ,,-"eS F. o REVISIONS W1 Eastern E. t „''llR ``•' {.f L:PO 1....o r d �cmin i Vw.+•.r:: UM OOMfSICAWL '1( /' .0 i " Ito F =* ? i* •• n VERTICALAND HORIZOCLIPPED INUM TUBE MUWONS NTAL CONFIGURATIONS i ='n - T-T I _ MULUION AND CUP ASSEMBLY DETAILS € ��O"t •- tP;` •`• WOE OUWS71 rrrwmnc 14,..%-.......0 qW t --.ertt TVKAaSIIIIIMGOROM w .--__. P 3 N.T.S. —�._-- { ---- - - =--_ -----. ._- - -- -- PM .I. en- rr+m-_- __atsamno+ 4" t'50F 11 - i i 1 v1 '1 r 1.000' MULLIONII� ' DESIGN PRESSURE UMT15 FOR MUW ON:1'R 3.1/8'(UGM1-ONE-WAY NIUUIONS MULUON SPAN I.' TRIBUTARY WIDTH W(IN-) Vr///� I��/ _I y (IN-1 16 24 30 36 42 48 53.125 54 EO 'i � III T4 2(X1.0 T00.0 7001 200.0 210.0 200.0 3000 200.0 _2010_ iI I V i36 200.1 200.0 200.0 2080 7110 2030 3110 200.0 200.0 0.125^ S i �_4 _J 48 2010 201.0 2000 2010 2110 2100 _2m 0_ 2010 2010 i 3.125' 1---11--- _ II 60 2000 2000-- -181.0 - 1510 143.3 A 134.3 129.8 129.3 127.6 1- -11--- 72 361.6 123.7 101.5 673 77.7 71.1 67.2 66.7 638 - ' _ ~---J 841010 76.9 62.7 535 47.1 41.6 39.7 39.3 369 ----------- - 96 67.4 511 415 35.2 Sae 27.6 '25.6 232 Tis /////// ONE-WAY MULLION DIAGRAMS 1003 47.2 35.7 78.9 34.4 21.3 19.0 17.5 17.2 159 0..375' DESIGN PRESSURE UNITS FOR MILLION:1'•3.1/8•(LIGHT)-TWO-WAY MULLIONS 1"X 3-1/8" (LIGHT)MULLION SPAN Y' TRIBUTARY WIDTH W(IN.) ALUMINUM 6005.75 MULUON `; / � (IN.) 18 24 30 36 43 48 57.125 54 60 MULLION II 24 2010 210.0 2010 203.0 2110.0 2010 2010_ 2010 2010 Iia I L // tI;I 1 '- ° 3000 2110 2(0.0 191.4 167.5 1513 148.9 134() I TOMO 201.0 167.5 143.6 125.6 113.5 111.7 100I.5 203.0 . 1648 134.0 114.9 1045 90.8 89.3 814 �;.i, - 72 157.6 1142 9'15 76.8 675 591 53.4 52.5 47.3 TRIBUTARY WIDTH= 003 2 I ;I I L/ 84 99.2 74.4 59.5 49.6 42.5 37.2 316 33.1 as L _ II _/ �__ - 96 663 49.9 39.9 33.7 215 24.9 325 222 19.9 - 108 467 35.0 29.0 23.3 20.0 17.5 15.8 15.6 14,0 TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CUP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MU WON DIMENSIONS. QUALIFIED ANCHOR CLIPS 4. SEE SHEET 3 FOR SPECIFIC 5. ANC 0 REQUIREMENTS:CUPDIMEN510N5. •WOOD:914 WOOD SCREWS •CMU:1/4"ITLV TAPCONS CONCRETE:1/4"ITW TAPCONS •METAL:1/4°SELF-DRILUNG SCREWS(GRADE 5) o ° ° 6. INSTALLATION SUBSTRATES: •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/2'&EDGE DISTANCE OF 1'.WOOD SHALL BE MIN.S.G.-0.55. o •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 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 2 1/4" U-CLIP 2f1 X 5"X 2 1/4" 1-CLIP MIN.4000 PSI. •METAMETAI.ANCSIORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. ALUMINUM 6005 TS ••ALUMINUM 6063-T6 18 GA.10.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8.THICK ALUMINUM 6063-1S- MUST BE USED IN PAIRS U-CUP FOR USE ONLY IN MULLION-TO-MUWON CONNECTIONS 53,�Es F. Ot4,i, REVISIONS EASTERN ° "'a ,,.�� $p - Eastern I NOTE:SEE SHEET 3.FOR SPECIFIC CLIP o o o _* • d' -▪ .-.).:p T* : r°" HVHZ CLIPPED ALUMINUM TUBE MULUONS TYPES AND DIMENSIONS. _ -o • -T. • cr VERTICAL AND HORIZONTAL CONFIGURATIONS 1^■3 1/8°LIG MULLION 10 15/32"X 21/4" H-CLIP :epos;▪ •- •T;;'4we: - a1E4•.•0•8: � '' -_-- -- ---- --- - ALUMINUM 6063-T6 •S• fega•••••••••••',04::- ��0-05/1 TTS __. I N mr 1 .`�1ggy��1,,{-d,El�+YYiil>5iOOL PA-0003 N I 1 I; -- =_- -- 3"wr sic ae saE6 KV: _ ret DMA m 4r wUno0n m9i.n 08n °''- o+*E.... ---xeusrv�-- -- 'V' 6 OF 11 - .7f r . MUWON DESIGN PRESSURE umns FOR MUWON:1'•3-1/13'(HEAVY)-ONE-WAY NRJWONS Le - PANT.' TRIBUTARY WIDTH W(IN.) -•1 t•-- 1.000' MUWON I 01111° (IN.) 18 24 30 36 , 42 48 53.125 54 , 60 Ile 24 ROD 200.0 21:10.0 MO 2010 2010 200.0 200.0 20110 ..,1?/' . I 40 e' r . . - 36 MO 2010 201.0 __=a 200.0 200.0 2010 2133.0 MO / 1 -- - - - ' 48 211:1.0 2010 20;t0 2E0.0,, 2010 2E0.0 2E0.0 2140.02010 0.125" II: 41 I I , 1 ' 60 21310 ZOO -2010--191.4 176.7 167.5 162.2 -161.6 159.4 1 _. 72 2010 156.5 126.8 1011 97.1 88.9 84.0 83.3 79.7 5- -3.125" 80 - 126.2 961 78.4 66.8 58.9 53.2 49.6 49.1 46.1 5 96 842 63.9 51.8 44.0 33.5 343 3L9 313 29.3 1 108 SE1.9 44.6 36.1 3as , 26.6 23.7 218 215 19.9 ONE-WAY MULLION DIAGRAMS , 4 1 • DESIGN PRESSURE LIPASE'S FOR MULLION:1'4 3.1/6"INEAVY)-TWO-WAY EMMONS 0.623" . SPAN*V TRIBUTARY WIDTH W(IN.) 1"X 3-1/8" (HEAVY)MULLION , MULUON ir re---1 ON.) 18 24 30 36 42 48 53.125 54 60 , , 24 21I10 2010 MA 2E40 2010 2010 201.0 200D 2010 ALUMINUM 6005-T5 MULLION 111)371.-- - 1 - att I ik Z,lAi 36 2010 2C0.0 200.0 2010 191.4 167.5 151.3 148.9 1340 l*.- ,-----. , 48 MO ROO 2(100 .,_1673 , 1416 175.6, 113.5 1117 1015 PEP-7i ir 60 2E00 2010 160.8 134.0 1149 1003 918 89.3 133.4 Fred i -, 72 196.8 1473 118.1 98.4 84.4 73.8 66.7 65.6 59.1 1 W1+WZ 1 B4 124.0 , 93.0 74.4 62.0 511 46.5 . 42,0 413 37.2 TRIBUTARY WIDTH= ' I1 otio, 2 il 96 R.3.0 E0-3 49B 41.5 35.6 311 281 27.7 24.9 L _J__...1 6...._ -•=, l-4. 108 58.3 43.7 35.0 29.2 25.0 21.9 , 19.8 19.4 173 ____I - TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS SANDS FOR TYPICAL INSTALLATION METHODS&CUP DETAILS. 2. UNEAR INTERPOLATION BETWEEN USTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MUWON DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CUP DIMENSIONS. QUALIFIED ANCHOR CLIPS 5. ANCHOR REQUIREMENTS: •WOOD:614 WOOD SCREWS o •CMU:1/4"IITW TAPCON5 o •CONCRETE:1/4"nw TAPCONS o •METAL:1/4'SELF-DRILUNG SCREWS(GRADE 5) , .. 6. INSTALLATION SUBSTRATES: ''. 1 3/4" U-CLIP 0 0 •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/e&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL , ALUMINUM 600S-T5 BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. U-CUP FOR USE ONLY IN 0 0 ., 0 0 •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2°.CONCRETE SHALL BE 1 MULLION-TO-MULUONMIN.4000 PSI. CONNECTIONS 2"X 5"X 1 3/4" L-CLIP •METAL ANCHOFtS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. 18 GA.(0.045"71-1100 33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 606345. I ALUMINUM 6063-T6 MUST BE USED IN PAIRS . - REVISIONS V.Inla Imainr=SOL MIMS .• 0.. °,, A ONIVIIII Or . CAVERN WV&irrffiv i. 0 0 0 Si-84-c.fir..-P .......,„ IIIMOOLTIRCAIC W,Eastern NOTE:SEE SHEET 3 FOR SPECIFIC CLIP ,d 711,_%._ = .,.. I TYPES AND DIMENSIONS. _ o __ 0 ... 0 L.* . Affii !,*:: = 72 - 'T-T .7 tr 11". :10 •-../ iii:,-. HVHZ CUPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS 1"K 3 1/8"HEAVY MULLION 1 10 15/32"X 1 3/4" H-CLIP -...0 -. .t. .• 4, ,. .. ... .. 02/05/13 DVE:Wm..Fr: 7.111 Moutlo Dr: VP.9,""7. ce*".v%C;'s - --. A. VALMIG VCR MC 0.4001411.4 OWE: ALUMINUM 606346 'I'IS74 Ire PA-0003 N.T.S. I 41.4704441744,43.44444 SICIT: MC Mt cerr.Cr Illmialreniqii," IP,- OM,,_ _ I:CV:MTV, PEW 7 OF 11 - L, I y • MULLION DESIGN PRESSUREUNY1S FOR MJLUON:1'a4".ONE-WAY MIWONS E` 1.0013. I' I�'_ `I SPAN I' TRIBUTARY WIDTH W 118.1 •MULLION �, , LIN.) 18 24 30 36 42 48 53125 54 W 24 2010 2000 200.0 200.0 2010 20110 200.0 200.0 2010 j///� LP iI -36 2000 2000 2000 20110 2000 2080 2000 200.0 20.0 ��� / 1 I I 0.250• 1/./ 48 2010 2000- -2000 - 20.0 2000 2000 200.0 2010 20110- = ,______i 62 20110 2000 200.0 2010 20(10 2000 20.0 '20110 20110 - 72 2010 20110 2010 1815 1616 147.9 139.7 1386 132.6 /3 4.000' -_-__.--- 969Lanz 1063 863 159.9 4 732 64,1 s577.44 5531 81.7 m8 ONE-WAY MU% LLION DIAGRAMS 108 98.1 742 601 508 44.3 39.5 363 359 33.1 DESIGN PRESSURE UMTS FOR MUM ON:T■4"-TWO-WAY M LUONS j//"""' SPAN 1.' TRIBUTARY WIDTH W(IN.) 1 MULLION `%'. .. RN.) 18 24 3D 36 42 48 53.125 54 60 0.250" MULLION , I .6.l 24 20110 IIA.o 2000 2010 2mo 20.a 2mo MU mao 1"X4" MULLION `�/ //., - �'I�� 36 2010 2000 20110 200.0 2000 2000 200 2000 1985 %1`�r/ 48 200.0 20110 200.0 20.0 20.0 186.1 1681 165A 148.8 ALUMINUM 6005-TS ) Fri, 60 2000 20.0 2000 198.5 170.1 1438 134.5 1323 119.1 l l�•I • I72 200.0 20110 1966 163.8 1404 122.9 111.0 109.2 933 I '_ 84 200.0 154.7 1238 103.2 834 77.4 89.9 638 61.9 TRIBUTARY WIDTH" W1+W2L.___ ;._-_,1. � 96 1382 103.7 82-9 69.1 59.2 51.8 46.8 461 41.5 , 2 - 308 97.1 72.8 58.2 435 41.6 36.4 32.9 32.4 29.1 TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CUP DETAILS. 2. UNEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: •WOOD:814 WOOD SCREWS •CMU:1/4'NW TAPCONS •CONCRETE:1/4"TTW TAPCONS QUALIFIED ANCHOR CLIPS •AT1ONS/4"SELF•DRIWNGSCREWS(GRADE 5) 6. INSTALLATION SUBSTRATES: •WOOD ANCHORS SHALL HAVE A MM.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.O.55. •HOLLOW CMU ANCHORS SHALL HAVE A MM.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2'.HOLLOW CMU SHALL _ BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. O o o o •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4'&EDGE DISTANCE OF 2-1/2'.CONCRETE SHALL BE O 0 0 0 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. O 0 0 0 2"X 4"X 3 3/$" L-CLIP • ° ° ° ♦� s F •,,,loIDNS �,°° O.•'s""' 81/4"X 3 3/8" H-CUP `�.-•z• • F��' WEastern rt �u • ALUMINUM 6063.76 � ..... .A. -..... ...... U ••MUST BE USED IN PAIRS ALUMINUM 6063-76 *:. larmolaigo i =* ' 7' * HVHZ CLIPPED ALUMINUM TUBE MUWONS f, i▪A ,T' I • - VERTICAL AND SHORIZONTAL 4" NTMUALCONFIGURAT1ON5 ILION • C) G•- 0'7 0.. We DRAWN FIT Ko-r.eeu•r: NOTE:SEE SHEET 3 FOR SPECIFIC CLIP %,��s C.; $.'* 02/05/13 T1H __ TYPES AND DIMENSIONS. AUTOMATON COMMAR R OF TAM -- PA-0003 N.T.S.•�g� . o ------ -'= Ale ase sw� �PA-0003 �' I, WC W v9me m-- DAM ON '•v8 OF 11 .. WOO acre - -- i DESIGN PRESSUREUMTS FOR MULLION:2'•4"-ONE-WAY MILLIONS -- MULLION _ , SPAN 1' TRIBUTARY WI43 W(IN.) - - 2.000- k 1 ,• ' (IN.) 18 24 30 36 42 48 53125 54 60 MUWON //' 24 2010 2300 Imo 200.0 2000 20110 2300 200.0 2013 %J/J//1/J//// �,+ 0°S" , 36 2C0.0 203.0 200.0 IMO 2090 2080 203.0 90.0 2010 48 200.0 2000 203.0 200.0 213.0 200.0 2000 200.0 20.0_ % - ----..,_. 60 29.0 200.0 2300 3000 2010 2mo 29.0 2300 2910 0.253' ! i....__ 41 I----- .__ 72 2000 -2010--200.0 '2300- 20.0 197.0 188.0 185.8 1801 --�- ® ' 0 199.0 145.7 129.1 �89.9 0 66522 BSI 91 554.4 78.5 s 4835 ` 4.330• ONE-WAY MULLION DIAGRAMS--_---- - - SPAN'V DESIGN PRFSSUREUMiT5 FOR TRIBUUTTARYY%MOTHW(IIN!6WAY MULLIONS / 1(N.) 18 24 30 35 42 48 53.125 54 60 MULLION '11. ,� MULLION ; I%' 24 29.0 20.0 29.0 2000 2010 203.0 29.0 200.0 295 0250' 1 .�i, /_ 16 2300 2000 2010 200.0 2000 2010 2000 295 29.0 2" X 4"MULLION �///fit j v.- 3.,....„. 48 200.0 2010 29.0 2000 2000 197.0 17&0 140.1 157.6 I, 1 AlI_ 6D 29.0 2010 29.0 29.0 180.1 1526 laza 180.1 1261 ALUMINUM 6005-TS //72 2005 2010 2300 175.1 150.1 131.3 1187 115.7 101.1 1)1 I 84 2000 2300 1801 1501 19.7 112.6 1017 1001 90.1 Id •__ _ 96 200.0 155.1 124.1 1034 88.6 77.6 70.1 68.9 620 wl+wz ' --r 103, 145.2 118.9 87.3 72.6 622 545 49.2 48.4 436 TRIBUTARY WIDTH= 2 I---- „--I TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CUP DETAILS. 2. UNEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS 15 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"1TLV TAPCONS QUALIFIED ANCHOR CLIPS •cONCRETE:1/4"ITW TAPCONS •METAL 1/4-SELF-DRI W NG SCREWS(GRADES) 6. INSTALLATION SUBSTRATES: •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2-&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.'OSS. -_ •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF I.1/2".HOLLOW CMU SHALL 0 0 0 o BE MEDIUM WEIGHT COIIFORMINGTOAVM C90. •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. I 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063.75. o o 0 0 I 2" X 4"X 3 3/8" L-CLIP ALUMINUM 6D63-76 ���,�j,ES F, O 2ji,i� REVISIONS Eastern ET°' °^R' ••MUST BE USED IN PAIRS ::.%45 .' '' ci S orRt. t.2.0.10411...11....o v w ` tunowunc•R- ` - N,lc P,.. .O _1111-.__...._......VL ?uroanu•U an+c4m * '' T' *' • HVHZ CUPPED ALUMINUM TUBE MUWONS NOTE:SEE SHEET 3 FOR SPECIFIC CUP - • VERTICAL AND HORIZONTAL CONFIGURATIONS ';:C = 2"84"MULLION 73 T r D TYPES AND DIMENSIONS. �ppI.7..- Y ?�� [AE 0•A.w•V, 'noWI: ire F• .- ©0 `� 02/05/13 71H _... s mwconn me r -_- _,._---__ - - .---- iii`Te. �``, u+.xno PA-0003 N.T.S. ., 333 DEE, Rflt - ------ - -_ _In cm,or umcl TA' ND Wn• - e.: wn - - -oesa�.o+ I4." 9 OF 11 I i L___.___.�_ --- --_--'- Ff _.. --.12.000' MULLION 1 'J DESIGN PRESSURE LIMITS FOR MUWON:Y x6"•ONE WAY MULLIONS SPAN 1' TRIBUTARY WIDTH W(IN.) MULUON : ( (IN.) y 200.0 700 0 700.0 2010 m36 ap 200.0 2010¢ 200.0' m0.O `//J////J//J//� Ill; I , i I 36 2010 200.0 2010 2010 200.0 2010' 2010 2010, 2010 -- -- .______ _.__ 48 2010 210 2010 2010 ' 2010' 7110 20.0 20.0' 20.0 0.250" , . 60 2020 2010 2010 -203.0 2010' 2010 203.0 2010 2020 / -- L ._�� 72 7010 2010 2010 2010 201 197.0 1880 1868 1911 „-__I „-I 84 2010 2t0.0 2010 1715 157.6 1487 147.5 mu 96 2010 2000 1868 1616 1441 1313 123.0 1218 114.6 10 211 197.0 ' 16x7 140.1 124.2' 1126 1049 1018 97.0 l j 6000• ONE-WAY MULLION DIAGRAMS-- SPAN V DESIGN PRESSURE UMTS F1OR BU LL MULLION: W 77WO•WAY MULLIONS(194 MULLION I .-- - MULLION i�` )l�;/'- - (IN.) 18 24 30 36 42 48 i#lu 54 6D V . �,I� I____ l 24 2010 2010 2010 2010 2010 2010 2010 2010 2110 / !11 36 210 2010 2010 map 20.0 20.0 20.0 20.0 .2010 / / All / / 48 2010 2010 20.0 2010 210 197.0 178.0 175.1 157.6 • 1 - I / 60 ' 200.0 200.0 210 ma0 1911 157.6 142.4 lana 126.1 J/J/JJ/J///J I I 72 2010 X10 200.0' 175.1 ' 150.1 131.3 118.7 1167 105.1 _J- /l/ 84 20.0 210 180.1 150.1 128.7 112.6 101.7 1011 90.1 •� 0'250" ----IL-- , II - 96 , 2010 147.0 157.6 131.3 112.6 98.5 93.0 ' 87.6 788 2"X 6"MULLION -11- 108 200.0 175.1 140.1 1167 10.1 65.6 791 77.8 701 ALUMINUM 6005-Ts TWO-WAY MULLION DIAGRAMS TRIBUTARY WIDTH= Wl a W2 2 TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND S FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. 2. UNEAR INTERPOLATION BETWEEN USTED WIDTHS AND SPANS IS ALLOWED. QUALIFIED ANCHOR CLIPS 3. SEE THIS SHEET FOR SPECIFIC MULUON DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: •WOOD:414 WOOD SCREWS I •CMU:1/4"MN TAPCONS o 0 0 0 •CONCRETE:1/4'RW TAPCONS •METAL 1/4'SELF•DRILUNG SCREWS(GRADE 5) 6. INSTALLATION SUBSTRATES: •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2'&EDGE DISTANCE OF 1".WOOD SHALL BE MM.S.G..0.55. 1 •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 9D. •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2'.CONCRETE SHALL BE MIN.4000 PSI. I •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 MM.1/8"THICK ALUMINUM 6063-T5. I o 0 0 0 2" 11 11 `,Slt.-•4` ••r►7� uelFm.•komrcm .names X 4 X 5 3/8 L-CLIP F, REVISIONS �► _ ALUMINUM 6063.76 ���.Q�ES 0 f �Eas[ern 1.1.100•[SM• eA MAMA , ”MUST BE USED IN PAIRS .`r'• ' • . �0 S. 1 I/ 4 -.. -" NMI I00111A1] ��,// 8__' * f'. * C "� HVHZCUPPED ALUMINUM TUBE MUWONS • VERTICAL AND HORIZONTAL CONFIGURATIONS NOTE:SEE SHEET 3 FOR SPECIFIC CLIP I.A- T i w 2"8 6"MULLION I TYPES AND DIMENSIONS. I.'23 :•••(4- •P./44�`` wm Ow wise PALA..ec --�s02/05/13 TJH•• • -i -- --- •�G �� RADOM MOM E.C. - - - . 'c` DawwD•¢ CALL - - --- _--- --- _-_ _ --- s.e usriFihF iln"si ne PA-0003 N.T.S. S ALR w wm.+rm 1114 ;� - - - - - rlrc mr v.unm MA ea 1 - rr. ---- -- Dlya•ora 14:Y 10 OF 11 - . I ` w/ EXAMPLES OF TWO-WAY MULLION ASSEMBLIES EXAMPLES OF ONE-WAY MULLION ASSEMBLIES MULL SPAN.1: 1 ,W1, _ - IS ANu1' 1 MULL I SPAN'L' w1 /�����.��.� I /� ' wr , .iii ilii i�.ii AroirirI W1' T 7i� ilii./ Ji . � I ////// II r .W2, �����I��iI Ili' � �Ir,/, /IIS 0,'I/ MULLOil ���,I/ ,,,, Al ISPAN'L' � w2' W2' rj �f ii / l HORIZONTAL MULLION HORIZONTAL MULLION / TRANSOM OVER MULTIPLE UNITS MULTIPLE UNIT ASSEMBLY VERTICAL MULLION HORIZONTAL MULLION r WV I w2' i MULL - MULL - A r SPAN SPAN'L' t I— wr .wl' / f ,....� JMULL "SPAN'C rii/i IC /ii�/iii/i�I ////' 0II�/ /IIS/ Wz' w2' / t Ni VERTICAL MULLION HORIZONTAL MULLION HORIZONTAL MULUON HINGED DOOR W/=ELITE I ��1�,•._ -•6rj, Wnnw walrtrnnu6 eTalE.e `,,,' r. o,,,,,,Asp, NS iak Eastern WTIEFM ALITIPR. NOTES: 1. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND CONFIGURATIONS NOT Z..".r Dr r.0 '.........”-..--.-^.--- nr agru .-0.I.IIIfISD SPECIFICALLY SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. _ --- 2. IF THE LOADING TYPE CANNOT BE DETERMINED,USE TWO-WAY ASSEMBLY =*- . • 7 *p HVHZ CUPPED ALUMINUM TUBE MUWONS CONFIGURATION VALUES. VERTICAL AND HORIZONTAL CONFIGURATIONS 3. FENESTRATION PRODUCTS SHALL BE ANCHORED AS APPROVED. p•�; •T ---- MULLION ASSEMBLY AND LOAD EXAMPLES i.O n au .. le. ?�4. 02/05/13 TJH mamma won,INC. 1 " �� PA-0003 N.T.S. -_-- 7J� 6umo6m61ror ro.a7n - -_ - ,3 WIAffh331334:333.313 CHET. REV. I _ nR cary ..�*a , r _ _OCIOAPrw REV 11 OF 11 - i li IIi 398 East Dania Beach Blvd. /\\ BUILIDING DROPS Suite30 4 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 i Product Evaluation Report of Eastern Architectural Systems HVHZ Clipped Aluminum Tube Mullions for , Florida Product Approval FL# FL17472 ' , Report No. 5505 6th Edition (2017) Florida Building Code Method: 1—A(Certification) { Category: Windows Sub—Category: Mullions r 1 , • Product: HVHZ Clipped Aluminum 'i Tube Mullions Material: Aluminum 6005-T5&606346 II Prepared for: 4 I Eastern Architectural Systems 'i 16341 Domestic Ave. Ft Myers, FL 33912 ,,,`,tw '' III,', %`, 4ES o"iii, ! Prepared by: ` � :;�� � F.po�� Hermes F. Norero, P.E. , Florida Professional Engineer#73778 ,.... Date:02/06/18 = T T i • •-...CO- •I*; <v Contents: �.�O�F`� A. - v� Evaluation ReportPages 1—4 �",,, ��NAt �0,```� { a Digitally signed by Hermes F.Norero,P.E. HermesiJ1'MJM?o,P.E. Reason:1 am approving this document Florida No.73778 Date:2018.02.14 15:47:48-05'00' 4 BUILDING DROPS FL#: F«7472 A Perfect Solution in Every Drop! Report No: 5505 Certificate of Authorization:29578 Date: 02/06/18 I' jl Manufacturer: Eastern Architectural Systems Product Category: Windows Product Sub-Category: Mullions Compliance Method: I State Product Approval Method la 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 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-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 l Building Code,including the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedmentiinto substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with I, 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. it 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. 1j ii Hermes F.Norero, P.E. Florida No.73778 Page 2 of 4 I � I r I ,� \ BUILDING DROPS FL#: FL17472 Date: 02/06/18 A Perfect Solution In Every Drop! Report No: 5505 II Certificate of Authorization:29578 Ii 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). it Referenced Code Sections: • 1. 1709.8 of the 66 Edition(2017)FBC j Referenced Data: 1. Product Testing performed by: Certified Testing Laboratories (FBC Organization If: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 IS:CTLA 3010W-5A Report Date:07/18/14 �I 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-8 Report Date:07/18/14 Report#:CTLA 3010W-8A Report Date:07/18/14 Report#:CTLA 3010W-9 Report Date:07/18/14 Report#:CTLA 3010W-9A Report Date:07/18/14 TAS Reports Signed and Sealed by:Ramesh Patel,PE 20224 2. Certification Agency I, Keystone Certifications,Inc. (FBC Organization#:CER1523) �I If I ISI � � II Hermes F.Norero, P.E. Florida No.73778 Page 3 of 4 1 1 i itL..J I /r BUILDING DROPSFL#: FL17472 4 A Perfect Solution in Every Dropl Date: 02/06/18 Report No: 5505 Certificate of Authorization:29578 Installation: 1. Approved anchor types and substrates are as follows: I 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. jl r. !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 il length to achieve minimum embedment of 1.25"into concrete or masonry. i 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 i, minimum embedment of 1.25"into concrete or masonry. I D. For metal stud substrate,use 1/4"Grade 5 self-drilling screw type metal frame anchors I of sufficient length to achieve a minimum three threads penetration beyond metal IiiI structure. i. Refer to Installation Instructions(PA-0003)for anchor locations,design load tables,and further 11 details of the installation requirements. Design Pressure: II II See drawing PA-0003 for mullion desing pressure tables,mullion profiles,and installation details. II l �I I I II II ii I; ;I II III I Hermes F.Norero,P.E. Florida No.73778 Page 4 of 4 1 II i__!