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HomeMy WebLinkAboutPRODUCT APPROVAL WINDOWS MULLIONS1 /5/2021 Florida Building Code Online sjiT BCIS Home Log In User Registration I Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search —y— F�Of?�i� prems} Product Approval Ij",;. USER: Public User Product Approval Menu > Product or Application Search > QRplication List > Application Detail FL # FL17472-R6 Application Type Affirmation Code Version 2020 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 Ext4305 jflesher@easternmetal.com Authorized Signature James Flesher jflesher@easternmetal.com Technical Representative Timothy J. Hoard Address/Phone/Email 10030 Bavaria Road Fort Myers, FL 33913 (800)432-2204 Ext4314 thoard@easternmetal.com Quality Assurance Representative Address/Phone/Email Category 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 TAS203 1994 Equivalence of Product Standards Certified By I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity hftps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6AvC%2bOtoUJS%2fo3Nsdwix6PRJJgLQNvD8Dg%3d%3d 1/2 1 /5/2021 Florida Building Code Online Yes No N/A FL17472 R6 COC SA17472 SS 2020-12-07.pdf Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # 17472.1 Model, Number or Name HVHZ Clipped Aluminum Bay/Bow Mullion Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See drawing set for mullion size, angle and design pressure rating Method 1 Option A 12/14/2020 12/14/2020 12/18/2020 Description HVHZ Clipped Aluminum Bay/Bow Mullion Certification Agency Certificate FL17472 R6 C CAC 662-104 C0R2.pdf Quality Assurance Contract Expiration Date 09/22/2021 Installation Instructions FL17472 R6 II PA-0004 HVHZ Mulls SS 2019-09-13.pdf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL17472 R6 AE PER6414 SS 2019-09-11.pdf Created by Independent Third Party: Yes 17472.2 HVHZ Clipped Aluminum Tube Mullion HVHZ Clipped Aluminum Tube Mullion Vertical, Horizontal, T and X Configurations Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See drawing set for mullion size, configuration and design pressure rating Certification Agency Certificate FL17472 R6 C CAC EAS 622-101CAR.PDF FL17472 R6 C CAC EAS 622-102CAR.PDF FL17472 R6 C CAC EAS 622-103CAR.PDF FL17472 R6 C CAC EAS 622-105CAR.PDF FL17472 R6 C CAC EAS 622-106CAR.PDF Quality Assurance Contract Expiration Date 07/18/2021 Installation Instructions FL17472 R6 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 R6 AE PER5505 SS 2018-02-14.pdf Created by Independent Third Party: Yes Hack iVext Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy atatement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the 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 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® FZ] ® - i Credit Card Safe https://www.floridabuilding,org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6AvC%2bOtoUJ5%2fo3Nsdwix6PRJJgLQNvD8Dg%3d%3d 2/2 /(/\\ BUILDING DROPS 41 A Perfect Solution in Every Drop! Certificate of Authorization: 29578 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: Category: Sub — Category: 1— A (Certification) Windows Mullions 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product: HVHZ Clipped Aluminum Tube Mullions Material: Aluminum 6005-T5 & 6063-T6 Prepared for: Eastern Architectural Systems 16341 Domestic Ave. Ft Myers, FL 33912 Prepared by: Hermes F. Norero, R.E. Florida Professional Engineer # 73778 Date: 02/06/18 Contents: Evaluation Report Pages 1-4 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2018.02.14 15:47:48-05'00' 0 — 7 — = �,�''��: `S/ONN- Hermes"PN4iP.E. Florida No. 73778 BUILDING DROPS A Perfect Solution in Every Drop! Certificate of Authorization: 29578 Manufacturer: Eastern Architectural Systems Product Category: Windows Product Sub -Category: Mullions Compliance Method: State Product Approval Method 1a Product Name: HVHZ Clipped Aluminum Tube Mullions FL#:FL17472 Date: 02/06/18 Report No: 5505 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Eastern Architectural Systems based on Method 1a of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: 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. 1. This product has been evaluated and is in compliance with the 6m Edition (2017) Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 6th Edition (2017) Florida Building Code and does not require an impact resistant covering. Individual window units must be impact rated where applicable. 4. Site conditions that deviate from the details of drawing PA-0003 require further engineering analysis by a licensed engineer or registered architect. 5. All configurations shown in installation instructions PA-0003 have been qualified as required by Section 1709.8 of the 6th Edition (2017) Florida Building Code. 6. See Installation Instructions PA-0003 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 /C/,\\ BUILDING DROPS A Perfect Solution in Every Drop! Certificate of Authorization: 29578 Certification Agency: Referenced Code Sections: Referenced Data: FL#:FL17472 Date: 02/06/18 Report No: 5505 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). 1. 1709.8 of the 6t" Edition (2017) FBC 1. Product Testing performed by: Certified Testing Laboratories (FBC Organization #: TST1577) Report #: CTLA 3010W-4 Report Date: 07/18/14 Report #: CTLA 3010W-4A Report Date: 07/18/14 Report #: CTLA 3010W-5 Report Date: 07/18/14 Report #: CTLA 3010W-5A Report Date: 07/18/14 Report #: CTLA 3010W-6 Report Date: 07/18/14 Report #: CTLA 3010W-6A Report Date: 07/18/14 Report #: CTLA 3010W-7 Report Date: 07/18/14 Report M CTLA 3010W-7A Report Date: 07/18/14 Report M 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 M CTLA 3010W-9A Report Date: 07/18/14 TAS Reports Signed and Sealed by: Ramesh Patel, PE 20224 2. Certification Agency Keystone Certifications, Inc. (FBC Organization #: CER1523) Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 //Q,\,\ BUILDING DROPS A Perfect Solution in Every Drop! Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates areas follows: FL#:FL17472 Date: 02/06/18 Report No: 5505 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. For concrete or masonry substrate where wood bucking is NOT employed, use 1/4" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For metal stud substrate, use 1/4" Grade 5 self -drilling screw type metal frame anchors of sufficient length to achieve a minimum three threads penetration beyond metal structure. Refer to Installation Instructions (PA-0003) for anchor locations, design load tables, and further details of the installation requirements. Design Pressure: See drawing PA-0003 for mullion desing pressure tables, mullion profiles, and installation details. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 EASTERN ARCHITECTURAL SYSTEMS HVHZ CLIPPED ALUMINUM TUBE MULLIONS GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN 15 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. C q INDIVIDUAL UNITS ATTACHED TO MULLIONS MUST BE IMPACT RATED. 4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE ANCHOR CLIP„ — RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADSTO THE TYP FOUNDATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 5. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A MULLION TYP' 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 NON-HVHZ AREAS, IN HVHZ AREAS, ONETIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE FIER. 7. MULLION & CLIP MATERIAL: ALUMINUM 6005-T5 & 6063-T6 (AS NOTED) 8. MULLIONS MAYBE USED WITH ANY APPROVED FENESTRATION PRODUCT, UNDER SEPARATE APPROVAL 9. SEE SHEETS 5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS, MULLION CONFIGURATIONS, AND DESIGN LOAD CAPACITIES. 10. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED IN ACCORDANCE WITH THE 6TH EDITION (2017) FLORIDA BUILDING CODE. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 - GENERAL NOTES, INSTRUCTIONS, AND ELEVATIONS 2 - MULLION DETAILS 3 - ANCHOR CLIP DETAILS 4 - MULLION SECTIONS 5 - TYPICAL MULLION & CLIP ASSEMBLIES 6 - 1" X 3-1/8" (LIGHT) MULLION DESIGN LOAD TABLES 7 - 1" X 3-1/8" (HEAVY) MULLION DESIGN LOAD TABLES 8 - 1"X4" MULLION DESIGN LOAD TABLES 9 - 2" X 4" MULLION DESIGN LOAD TABLES 10 - 2" X 6" MULLION DESIGN LOAD TABLES 11 MULLION ASSEMBLY AND LOAD EXAMPLES W1'-1 4 W2 VERTICAL SPAN E 4 /ri 7/7 ANCHOR CLIP, A TYP 4 TYPICAL MULLION ASSEMBLY MULL T' INSTRUCTIONS: 1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. 2. CHOOSE A MULLION THAT PROPERLY FITSTHE FENESTRATION PRODUCT. 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS: • ASSEMBLIES CONSISTING OF STACKED OR SIDE -BY -SIDE UNITS REQUIRE USE OF ONE-WAY MULLIONS. • ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS. • SEE SHEET 11 FOR ASSEMBLY AND LOAD EXAMPLES. IF ASSEMBLY TYPE CANNOT BE DETERMINED USE TWO-WAY MULLION CHART. 4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN PRESSURE OF OPENING USING CHARTS ON SHEETS 6-10. 5. QUALIFIED CLIP TYPES APPEAR ON SHEETS 6-10. MULTIPLE ANCHOR TYPE/SUBSTRATE/CLIP COMBINATIONS WITHIN AN OPENING ARE ALLOWED. 6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL GOVERN OVERALLASSEMBLY DESIGN PRESSURE RATING. r 1 Ir <4U .` '. cK ............ Digitally signed by Hermes F. Norero, P.E. "��IR1 idwYe" `%%, SM�OATE Reason: I am approving this document , L, dGTJ�1p ]Y! EAST �L �R7. SIE..T.Y Da te:2018.02.1416:50:49-05'00' oAwA OEA R u ev CF IIEITFd02AMR Fw. 2_ r'Wl'-r'W2' 1 7 11 • MULL / SPAN'L' r VERTICAL SPAN MULL SPAN'L' r� e V/2 HORIZONTAL "T" MULL SPAN MULL SPAN T, 0 'W2' r r 'Wl' r HORIZONTAL SPAN REVISIONS W EASTERN ARCHITECTURAL SYSTEMS Eastern ERN MET lS EASTERN METAL YPPLV 16341 30MF5TIC AVE. .wonvr w,wvww�.wuv oov,.• RMYER5. FL ­1 1-977401-2190 TIRE: HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS 02 OS 13 TJH (.i WINO NO: SCALE FSPE ER IFICAT INC, 6TH ED. FSC UPDATES 1 FSPECERI.F NO, 11 PA-0003 N.T.S. AUTHORILITIONN0.295]B : DESCRIPTION SHEETREV:1 OF 11 - —� If 1.000" 0.125" 3.125" 0.375" J 1" X 3-1/8" (LIGHT) MULLION SEE SHEET 6 FOR QUALIFIED CLIPS —� 1.000" 0.125" 3.1125" 0.625" 1" X 3-1/8" (HEAVY) MULLION SEE SHEET 7 FOR QUALIFIED CLIPS If 1.000" 0.250" 4.000" 0.250" 1" X 4" MULLION SEE SHEET 8 FOR QUALIFIED CLIPS NOTE: SEE SHEET 3 FOR SPECIFIC CLIP TYPES AND DIMENSIONS. F O r,', s o 7 *. :* �.• T T : � ��tt� OT'• L P,: %.. Fes• ..... .r� O: 398 EAR OFAA$YI I&W SM 338 --{ 2.000" 0.250" 7 4.000" 0.250" 211 X 411 MULLION SEE SHEET 9 FOR QUALIFIED CLIPS REVISIONS DATE 1 DESCRIPTION ---{ 2.000" I� 0.250" I I 6.000" I — 0.250" 2" X 611 MULLION SEE SHEET 10 FOR QUALIFIED CLIPS r E—ERNMCWfEM—ITEMS Eastern E�BTER"M1ETK PLY —DDMEmcnvE lenwwcx w�.+nu..r .."n RM—S,FL— i.-Plw HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS 02 05 13 1 T1H VO NO: .._ FBIK O G FIO T ON FBPE QRTIFIGTE OF PA-0003 N.T.S. n"rRowunon xo. xssiB �4-- --------- 0 0 2.625" 3.375" 0 0 2.25" 0.1125" 2 I 21' X 41' X 3 3/8" L-CLIP ALUMINUM 6063-T6 10.46" 2.50" \.zs" "\ 0 z.z� o 0 2.25" 0 0 2.25" 0.188" 1.25" T -T 10 15/32" X 2 1/4" H-CLIP 5"� 2.25" 0 2.215" 0 2.25° o J_ 0.121� 2" T- 2" X 5" X 2 1/4" L-CLIP ALUMINUM 6063-T6 8.25" f 2.25" 2.25" 2.25' O o 0 0 2.625" O O o 0 I 0.125" 0.875" I I I I 1 T- 8 1/4" X 3 3/8" H-CLIP T ALUMINUM 6063-T6 ALUMINUM 6063-T6 o O 2.25" o 2.125" 2 1/4" U-CLIP ALUMINUM 6005-T5 A 5"� 2.25" 1.75" O 2.25" o 0.1212" T- 2" X 5" X 13/4" L-CLIP ALUMINUM 6063-T6 0.722"—.� [-- o 0 1.75" o Z 125" 1 3/4" U-CLIP ALUMINUM 6005-TS \\\\s F,��',' REVISIONS 74 �E•..`..ry.....,.. OFHIAGEr�4pr�h `.ti37iq%% JB! EA OANIA 1ErkH! 1.,57E 739 ..�_ _. BY PATE DESCRIPTION 4" I 0 0 4.625" 5.375" L-01 0 I� L.LO rl z" o.1zl s11 T- 2" X 4" X 5 3/8" L-CLIP ALUMINUM 6063-T6 10.46" 2.335" 2.25" 2.25' o \ o \ o 0 2.25' 0.188" 1.25" 10 15/32" X 13/4" H-CLIP ALUMINUM 6063-T6 EASTERN ARCHITEOTUUI SYSTFlAS A DIVISION OF Easrern EASTERN METALSY Y �'�w u••w un n'«a ����"� 1E30YM,F TI. p. FT MYER5, 11 _ «u uuwn _BT/+101-2133980 TITLE: HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS CLIP DETAILS DATE]DRAWN SY: PREPARED RY'. 02 05 13 TJH .-WINO NO: SCALE'. BUILDING DROPS, IOC FBPE CATION NO.29 SHEErPA-0003 " N.T.S. i1 AUTHORIZATION NO.Z95]S INSTALLATION ANCHOR INSTALLATION ANCHOR INSTALLATION ANCHOR (SEE NOTES SHEETS 2 1/2" MIN. 6-10) EDGE DIST. (SEE NOTES SHEETS 11/2" MIN. (SEE NOTES SHEETS HORIZONTAL 6-10) EMBEDMENT 6-10) MULLION, TYP. CONCRETE OR _ a MASONRY BY OTHERS a CAULK BETWEEN a a. ° 11/4" MIN. 3/4" MIN. ° ° EXTERIOR MULLION CLIP CONCRETE/ MASONRY & 1X d a ° EMBEDMENT EDGE DIST, o TYP. WOOD BUCK BY OTHERS — ----- — -- 'U'CLIP '\ /I a TYP. L;��l X WOOD BUCK CONCRETE OR v EXTERIOR INTERIOR BY OTHERS MASONRY BY OTHERS — CAULK BETWEEN Q I I MULLION CLIP CONCRETE/ MASONRY & 2X VERTICAL TYP. WOOD BUCK BY OTHERS '° MULLION, TYP. I I a I I I I 2XWOOD BUCK EXTERIOR I I INTERIOR BY OTHERS ° MULLION INTERIOR TYP, (p�IORIZONTAL SECTION MULLION TYP 4 T-MULLION INTERSECT DETAIL ©HORIZONTAL SECTION SIDEVIEW © VERTICAL SECTION q JAMB -2X WOOD BUCK q, HEAD - CONCRETE/MASONRY SIDE VIEW -HORIZONTAL I I SIDE VIEW -VERTICAL INSTALLATION ANCHOR (SEE NOTES SHEETS I I 6-10) HORIZONTAL MULLION, TYP. EXTERIOR i I INTERIOR MULLION EXTERIOR INTERIOR TYP NOTE DETAILS SHOWN ARE TYPICAL FOR ALL ® ® MULLION CLIP P MULLION & CLIP ASSEMBLIES. SEE VERTICAL SHEETS 6-10 FOR ALLOWABLE MULLION MULLION, TYP. CONFIGURATIONS, SIZES, AND DESIGN MULLION CLIP PRESSURES. TYP. HORIZONTAL SECTION • a . a° ° 4 X-MULLION INTERSECT DETAIL a a SIDE VIEW ° 11/4" MIN. EMBEDMENT PRECAST SILL a ° a 1 \\\\��TS F ���i��� REVISIONS EASTERNARADVISION`OFSYSIEAIS BY OTHERS 1 �E. O IEastern EAST ERNMETXSYPRV INSTALLATION ANCHOR FT MYE S,I'L3 AVE • FT MYE33, FL 33933 1641D1-M190 (SEE NOTES SHEETS ; TITLE: 6-10) 21/2" MIN. = * * _ HVHZ CLIPPED ALUMINUM TUBE MULLIONS EDGE DISTANCE T T VERTICAL AND HORIZONTAL CONFIGURATIONS VERTICAL SECTION = moo=: oP:: �� INSTALLATION DETAILS DATE: DRAWN BY'. PREPARED BY: 4 SILL-CONCRETE/MASONRY ���F G�� OS 13 T1HBUILDINGUROPS.SIDE VIEW -VERTICAL +:0:2 ING NO. SCALE. FSPECERTIFIGTEOF soa us i `�x PA-0003 N.T.S. nurNORVATION NO. MS78 ,,,� 3HEET' REV'. f�E �* e.� SY DATE DESCRIPTION REV 4 OF 11 VERTICAL MULLION U-CLIP TO MULLION CONNECTION H-CLIP HORIZONTAL MULLION SUBSTRATE BY OTHERS SUBSTRATE VARIES, SEE NOTES SHEETS 6 -10 H-CLIP ANCHORS ALL INSTALLATION HOLES MUST HAVE AN ANCHOR INSTALLED IN THEM MULL110N AND CLIP ASSEMBLY TYPICAL ASSEMBLY SHOWN WITH 1" x 3 1/8" MULLION AND H-CLIP. OTHER MULLIONS AND CLIPS ARE APPROVED. SEE INDIVIDUAL MULLION SHEETS O �' .�� S F. ,, REVISIONS �� EABTERnA prvTE sysreMs Eastern EASTERN METALSYPPIY • • 163A10OMESRC AVf. �O �u w••e,uwt wNo V•Nv. ET MYERS, FL33911 nrnor wi.•aowv n•+o eaaw� 7 ianeoEsiBo E: * * HVHZ CLIPPED ALUMINUM TUBE MULLIONS T T VERTICAL AND HORIZONTAL CONFIGURATIONS O •••. DP:' MULLI ION AND CLIP ASSEMBLY DETAILS DATE: DRAWN BY: PRFPAREOBY: �� i���fc �'• ••• •••'_`('jam \\� 02/05/13 TJH DRAWING NO: SCUE: � BUILDING DROPS, INC, �, ..'rl�i�y►�\\ 3 EASE �JN K_STE. JSB PA-0003 N.T.S. ALmBioninnori�NozssTe 1EET: REV: ERPE OW. M. A�NDRIAWN M. ] " BY DATE DESCRIPTION REV S DF 11 DESIGN PRESSURE LIMITS FOR MULLION: 1" x 3-1/8" (LIGHT) -ON E-WAY MULLIONS SPAN'L' TRIBUTARY WIDTH'W' (IN.) IN.) 18 1 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 60 200.0 200.0 181.0 158.0 143.3 134.3 129.8 129.3 127.6 72 161.6 123.7 101.5 87.3 77.7 71.1 67.2 66.7 63.8 84 101.0 76.9 62.7 53.5 47.1 42.6 39.7 39.3 36.9 96 67.4 51.1 41.5 35.2 30.8 27.6 25.6 25.2 23.5 108 47.2 35.7 28.9 24.4 21.3 19.0 17.5 17.2 15.9 DESIGN PRESSURE LIMITS FOR MULLION: 1" x 3-1/8" (LIGHT) - TWO-WAY MULLIONS SPAN'L' TRIBUTARY WIDTH 'W'(IN.) (IN.) 18 24 30 36 42 48 53.125 1 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 191.4 167.5 151.3 148.9 134.0 48 200.0 200.0 200.0 167.5 143.6 125.6 113.5 111.7 100.5 60 200.0 200.0 160.8 134.0 114.9 100.5 90.8 89.3 80.4 72 157.6 118.2 94.5 78.8 67.5 59.1 53.4 52.5 47.3 84 99.2 74A 59.5 49.6 42.5 37.2 33.6 33.1 29.8 96 66.5 49.9 39.9 33.2 28.5 24.9 22.5 22.2 19.9 108 46.7 35.0 28.0 1 23.3 1 20.0 17.5 15.8 1 15.6 14.0 QUALIFIED ANCHOR CLIPS 0 0 0 2 1/4" U-CLIP ALUMINUM 6005-TS U-CLIP FOR USE ONLY IN MULLION -TO -MULLION CONNECTIONS NOTE: SEE SHEET 3 FOR SPECIFIC CLIP TYPES AND DIMENSIONS. 1.000" 0.125" 1 3.125" 1 0.375' 1EE X 3-1/8" (LIGHT) MULLION ALUMINUM 6005-T5 0 0 0 0 0 0 2" X 5" X 2 1/4" L-CLIP ALUMINUM 6063-T6 **MUST BE USED IN PAIRS O 0 O 0 0 0 10 15/32" X 2 1/4" H-CLIP ALUMINUM 6063-T6 TRIBUTARY WIDTH = W1+W2 2 TABLE NOTES: �I • 10,0 ol ONE-WAY MULLION DIAGRAMS MULLION TWO-WAY MULLION DIAGRAMS SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. ANCHOR REQUIREMENTS: • WOOD: #14 WOOD SCREWS • CMU: 1/4" ITW TAPCONS • CONCRETE: 1/4" ITW TAPCONS •ME TAL: 1/4" SELF -DRILLING SCREWS (GRADE 5) )INSTALION 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 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. 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6063-TS. REVISIONS y��� • 7 • �rC) R � - "D F ' •.......• G��oc 3B8 EAST DAIYRI�BEE�H �kJo', BIE 53B _OANIA BEACH�R 33W/- __ BY DATE DESCRIPTION EA9TERN ARCHITECTURAL SYSTEMS Eastern EASTERN METAL SYPPLY rA 16341DOM STIC . 111 RS, FL 3N. w n w 1d 01-2100 ITLE: HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS T1H IBBPECERMFOIEOF SCALE. FBPE [ERiiPxJREOP AUTHORIZATION NO.29578 DESIGN PRESSURE LIMITS FOR MULLION: 1" x 3-1/8" (HEAVY( -ON E-WAY MULLIONS SPAN'L' TRIBUTARY WIDTH" W'(IN.) (I N.) 18 24 30 36 1 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 94.0 83.3 J9.7 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 34.531.5 2N 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 SPAN T' TRIBUTARY WIDTH 'W' (IN. (IN.) 18 24 30 36 42 48 53.125 1 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 191.4 167.5 151.3 148.9 134.0 48 200.0 200.0 200.0 167.5 143.6 125.6 113.5 111.7 100.5 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 98A 84.4 73.8 66.7 656 591 84 124.0 93.0 74.4 62.0 53.1 46.5 42.0 96 83.0 62.3 49.8 41.5 35.6 31.1 28.1 ig 109 58.3 43.7 35.D 29.2 25.0 21.9 19.8 1.000" 0.125" 3.125" P I 0,625" 1" X 3-1/8" (HEAVY) MULLION QUALIFIED ANCHOR CLIPS P0 13/4" U-CLIP 0 O ALUMINUM 6005-T5 0 0 0 0 U-CLIP FOR USE ONLY IN CONNECTIONSULLION 2" x 5" x 13/4" L-CLIP ALUMINUM 6063-T6 **MUST BE USED IN PAIRS O O O NOTE: SEE SHEET 3 FOR SPECIFIC CLIP TYPES AND DIMENSIONS. o 0 0 1015/32" X 13/4" H-CLIP ALUMINUM 6063-T6 ALUMINUM 6005-T5 TRIBUTARY WIDTH = Wl + W2 2 TABLE NOTFS- -I MULLION f MULLION to ONE-WAY MULLION DIAGRAMS TWO-WAY MULLION DIAGRAMS SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. ANCHOR REQUIREMENTS: • WOOD: #14 WOOD SCREWS • CMU: 1/4" ITW TAPCONS • CONCRETE: 1/4" ITW TAPCONS • METAL: 1/4" SELF -DRILLING SCREWS (GRADE 5) 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 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. 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6063-T5. 0' CJ F. O •%' L� lI�! ��•• •\`� Q 7 I T T t 0 �•. O�_•`• �� ` �1'�s •••••I •••••�G�```� /ykRYiPIry,f7GBE0.0 ��� FF+9p� pp� E. NO,,77�9� 398 EAST 0AI{u1 KF416lJTT., 51E 338 FBPE C W WAWFIIAIICM H0. 2H78 REVISIONS EASTERN ARA D�VI90H OF SYSTEMS Eastern EASTERNME16�00TAI SYPPIY FTMYEIYEIT932 A:«�.x'w�r�.i nw� w»o unnxw %FL33CAYE, FTMlER - 1STTA81 2190 HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS 1" x 3 1 8" HEAVY MULLION DATE: DRAWINGNOS 13 PA-0003 SHE 7 OF 11 B..Y: SCALE:TIH N.T.S. REv: PREPARED BY: BUIEDMG DROPS, INC. FBPE CERTIFICATE OF AUTHORIZATION NO.29576 BY DATE DESCRIPTION REV DESIGN PRESSURE LIMITS FOR MULLION: 1" x 4" - ONE-WAY MULLIONS SPAN V TRIBUTARY WIDTH'W'(IN.) (IN.) 18 24 30 36 42 48 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 200.0 200.0 t 200.0 200.0 60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 72 200.0 200.0 200.0 181.5 161.6 147.9 138.6 132.6 84 200.0 159.9130.4 111.2 98,0 88.5 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 1 35.9 1 33.1 DESIGN PRESSURE LIMITS FOR MULLION: V x 4"-TWO-WAY MULLIONS SPAN'L' TRIBUTARY WIDTH 'W' (IN.) (IN. 18 1 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 20D.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 48.6 41.6 36.4 32.9 32.4 29.1 QUALIFIED ANCHOR CLIPS 0 0 0 0 0 0 0 0 2" X 4" X 3 3/8" L-CLIP ALUMINUM 6063-T6 **MUST BE USED IN PAIRS 1.000" 0.250" 4.0)0" 0.250" 1" X 4" MULLION 0 0 O 0 0 0 0 0 8 1/4" X 3 3/8" H-CLIP ALUMINUM 6063-T6 NOTE: SEE SHEET 3 FOR SPECIFIC CLIP TYPES AND DIMENSIONS. ALUMINUM 6005-T5 [TRIBUTARY WIDTH = W1+W2 2 TABLE NOTES: MULLION MULLION 77777 ONE-WAY MULLION DIAGRAMS TWO-WAY MULLION DIAGRAMS SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. ANCHOR REQUIREMENTS: • WOOD: #14 WOOD SCREWS • CMU: 1/4" ITW TAPCONS • CONCRETE: 1/4" ITW TAPCONS • METAL: 1/4" SELF -DRILLING SCREWS (GRADE 5) 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 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. 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN.1/8" THICK ALUMINUM 6063-TS. 0- -I♦♦ DES F. ♦♦ \` ��� • ♦♦�� • • �O 7 REVISIONS flEDTUMLSYBTEMS a� EaStarll EASTERN ARCMEASTEN METg SYPPLY ■ ]63C1DDME3TKAVE. in®,..ems w.n-uw� wn�a w'u.r:w FT MYEA5, FL 33913 HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS 1" x 4" MULLION R is - T T A 4u 0� ••• L Or-•� �� ` ♦♦♦ ccs, •'••...••••• `('jam `�� ��1�F(R� ♦ ♦fE PP,• uTy�O7�Y5� 388 EAST P �Jfl pll2,-s we �_- PANIA f� DATE: 02 OS 13 DRAWN BY: TJH PREPARED BY: sulEDxusoaoPs,wc. art PxOWATInoxNNo 295T8 DRAWING NO: PA-0003 SHE D. nc " SCAIE: N.T.S. REV: BY DATE DESCRIPTION REV DESIGN PRESSURE LIMITS FOR MULLION: 2" x 4" - ONE-WAY MULLIONS SPAN'L' TRIBUTARY WIDTH'W' (IN.) (IN.) 18 24 30 36 42 48 53.12S 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 72 200.0 200.0 200.0 200.0 200.0 197.0 188.0 186.8 180.1 84 200.0 200.0 195A 166.4 146.6 132.5 123.5 122.2 114.8 96 200.0 159.0 129A 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 14.4 53.1 49.5 DESIGN PRESSURE LIMITS FOR MULLION: 2" x 4" - TWO-WAY MULLIONS SPAN T 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 84 200.0 200.0 180.2 150.1 128.7 112.6 101.7 100.1 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 48A 43.6 QUALIFIED ANCHOR CLIPS O O O O 0 0 O 0 2" X 4" X 3 3/8" L-CLIP ALUMINUM 6063-T6 "`MUST BE USED IN PAIRS NOTE: SEE SHEET 3 FOR SPECIFIC CLIP TYPES AND DIMENSIONS. 2.000" I-•- 0.250" 4.000" 0.250" 2" X 4"MULLION ALUMINUM 6005-T5 TRIBUTARY WIDTH = W1+W2 2 TABLE NOTES: MULLION MULLION ONE-WAY MULLION DIAGRAMS TWO-WAY MULLION DIAGRAMS SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. ANCHOR REQUIREMENTS: • WOOD: #14 WOOD SCREWS • CMU: 1/4" ITW TAPCONS • CONCRETE: 1/4" ITW TAPCONS • METAL: 1/4" SELF -DRILLING SCREWS (GRADE 5) INSTALLATION SUBSTRATES: • 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 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. F. -•�� REVISIONS EASTERNARCNITECIURN-SYSTEMS `,�\\\�• �� 0 Eastern ADN191DNOF ' PASTERN uErAL sr0.r • • �O ,..�.ce w..nuw" ...v ,a-mw" FT MVE S,FIL CAYE. �. ai M,ti •i �n n.,� v,r.•v� FT MYER5, FL 339ll 1dii.ADL3IDD * 7 tk TIC HVH2 CLIPPED ALUMINUM TUBE MULLIONS = 0 TT � t;✓- VERTICAL AND HORIZONTAL CONFIGURATIONS ?3 = 2"x4"MULLION O •'-. C OPT ��/ : DATE: DRA M. FREPARED NY: dz \� 02 05 13 T1H BUILDING DROPS, INC. FOPE CERTIFICATE OF P. RNoi�Q\\\ PA-0003 N.T.S. .-THORIWIONNO.2 78 398 EAST D IO W BY'7U. SM 338 DANIA BE FL 3DOW OV DATE DESCRIPTION REV SHEET: REV'. FePE uxT. s WINDAI2ATIDN ND. msia 9 OF 11 - DESIGN PRESSURE LIMITS FOR MULLION: 2" x 6" -ON E-WAY MULLIONS SPAN'L' TRIBUTARY WIDTH 'W' (IN.) (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 72 200.0 200.0 200.0 200.0 200.0 197.0 188.0 186.8 180.1 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 1 42 48 53.125 1 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 1970. 157.6 131.3 112.6 98.5 89.0 87.6 78.8 108 200.0 175.1 140.1 1. 7 100.1 87.6 1 79.1 77.8 70.0 QUALIFIED ANCHOR CLIPS 0 0 0 0 0 0 0 0 2" X 4" X 5 3/8" L-CLIP ALUMINUM 6063-T6 '"'"MUST BE USED IN PAIRS NOTE: SEE SHEET 3 FOR SPECIFIC CLIP TYPES AND DIMENSIONS. 0.250" 1 2.000" r 6.000" 2" X 6"MULLION MULLION MULLION ONE-WAY MULLION DIAGRAMS ALUMINUM 6005-T5 TRIBUTARY WIDTH = Wl+W2 2 TABLE NOTES: TWO-WAY MULLION DIAGRAMS SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. ANCHOR REQUIREMENTS: • WOOD: N14 WOOD SCREWS • CMU: 1/4" ITW TAPCONS • CONCRETE: 1/4" ITW TAPCONS • METAL: 1/4" SELF -DRILLING SCREWS (GRADE 5) 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 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. 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6063-T5. O •��O'i 7 _ * * _ -o 13 A /u O ••. V `.� • �� \ i��CL`s(�'''• •. ...••_\G� \,��� P."NO.7 7�L\\ •J�►W pI�R1. SlE 338 B E FCOA - 1.. .. _ Y--_ REVISIONS EASTERNARONfEONFA 11TEM5 Ea sflern AGIVL90NOF A EASTERAA. SYPPLY 16301 DOM61KAVE. ..•wn.u• w,..,snw�..r.o ouuws iTMYER5.R33912 Y.en.o�aYao TRH HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS 2" x 6" MULLION DATE: OS 13 DRAWINGNG NO: PA-0003 SHEETn n0 DRAWN BY: TJH SCALE N,T.S. REV: PREPARED BY: BUILDING DROPS, INC. BUILDING FBPECERMCATE OF 4 AUMORDATRMl NO.295TR BY DATE DCRIPRON ES ftEV • �%; W0140;II0%„�j /IIIIl��I�IIIi ��///i�iii�iIIIII/.IQIIIuIII �II. /��iIIIIIIIIIJIIIIiIIII////i�III�iIIIIIIIIJI/II��///iiII/dlIIII IIiMoll ii �����������iiiiii Ir�iN � smoollmommoo.1 MXLJ inaLm-1 / �i _ I I I / /III/ /III/ /III/ /III/ /III/ inn- r III/ •' • • • • III/ III/ ---- III// /IIII ��IL_ t ��%���������������L_ ii iii IIII. �I/II i iiiiiiiiJii PREPAREQ BY: • m� m ®ems d