HomeMy WebLinkAboutPRODUCT APPROVAL - WINDOWS MULLIONS9/15/21 , 1:23 PM
Product Approval
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Address/Phone /Email
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Certification Agenc y
Validated By
Referenced Standard and Year (of Standard)
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Ce rt ified By
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Date Submitted
Dat e Validated
Date Pending FBC Approval
Date Approved
FL17472-R8
Revision
2020
Approved
*Approved by DBPR . Approvals by DBPR shall be reviewed and ratified by the
POC and /or the Commission if necessary.
Eastern Architectural Systems
16341 Domestic Ave .
Ft. Myers, FL 33912
(800) 432-2204 Ext 4305
easengineering @ea st ernmeta I.com
James Flesher
easeng ineering@easte rn meta I.com
Jim Flesher
10030 Bavaria Rpad
Fort Myers, FL 33913
(800) 432-2204
jflesher@easternmetal.com
Windows
Mullions
Certification Mark or Listing
Keystone Certifications , Inc.
Keystone Certifications, Inc.
Standard
AAM A 450
TAS201
TAS202
TAS203
Method 1 Option A
07/14/2021
07/14/2021
07/16/2021
Vear
2010
1994
1994
1994
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9/15/21, 1 :23 PM Florida Building Code Online
Summary of Products
FL# Model, Number or Name Description
17472.1 HVHZ Clipped Aluminum Bay/Bow Mu ll ion HVHZ Clipped Aluminum Ba y/Bow Mu lli on
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL17472 RSC CAC 622-104 C3R1.Rdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 09/22/2024
Design Pressure: N/A Installation Instructions
Other: See drawing set for mullion size, angle and design pressure FL17472 RS II PA-0004 HVHZ Mulls SS 2021-06-14.pdf
rating Verified By : Hermes F. Norero , P.E. 73778
Created by Indepe nde nt Third Part y: Yes
Evaluation Reports
FL17472 RS AE PER7618 SS 2021-06-130 f2Qf
Created by Independent Third Party : Yes
17472.2 HVHZ Clipped Aluminum Tube Mullion HVHZ Clipped Aluminum Tube Mullion Vertica l, Horizonta l, T and X
Co nfigurations
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL17472 RS C CAC 622 -101 C3R1.Rdf
Approved for use outside HVHZ: Yes FL17472 RS C CAC 622 -102 C3Rl.Rd f
Impact Resistant: Yes FL17472 RS C CAC 622-103 C3Rl.Qdf
Design Pressure: N/A FL17472 RS C CAC 622-105 C3Rl.pdf
Other: See drawing set for mullion size, configuratio n and design FL17472 RS C CAC 622-106 C3Rl.Qdf
pressure rating Quality Assurance Contract Expiration Date
07/18/2024
Installation Instructions
FL17472 RS II PA-0003 HVHZ Mu ll s SS 2021-06-14.Qdf
Verified By: Hermes F. Norero , P.E. 73778
Created by Independe nt Third Party: Yes
Evaluation Reports
FL17472 RS AE PER7619 SS 2021-06-13.Rd f
Created by Indepe ndent Third Party: Yes
Contact Us : : 2601 Blair Stone Road, Ta llahassee FL 32399 Ph one: 850-487-1824
Th e State of Florida is an AA /EEO employer. hQ.Q.v.!l.gh t 2007-20 13 State of Florida . : : Pri va9-:: St atement : : Access ibility State ment : : Refun d Statement
Un der Florida la w, email a ddre sses a re public records. If yo u do not want yo u r e-mail addre ss re lea sed in respo ns e to a pub lic-records request, do not send
e lectronic ma il to this entity. Instead, contact the office by phone or by tra d itio nal mai l . If you have any qu estio ns , ple ase contact 850.487.1395 . ~Pursuant to
Section 455.275 (1 ), Florida St a tutes, effective Octo b er 1, 20 12 , licensees license d unde r Chapter 455 , F.S . must p rovide the Department \Mth an e m ai l address if
they ha ve one . The emails provided m ay be used for officia l communica tion with t he licensee. Ho.....ever email addresses a re pub lic record. If you do no t wish to
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und e r Chapte r 455, F.S ., please cli ck~-
Product Approval Accepts:
~~liil ~II
Cred it Card
Safe
securit\'METR10·
https :/lwww.flor idabui I ding .org /pr /pr_ app_dtl .aspx?p aram=wGEVXQwtDq tC U Gg 110iz6All:;%2b OtoUJ5%2fzVOH hmwXlurebbsfQRo9ew%3d%3d 2/2
BUILDING DROPS
A Perfect Solution in Every Drop!
Certificate of Authorization : 29578
Product Evaluation Report
of
Eastern Architectural Systems
HVHZ Clipped Aluminum Bay/Bow Mullions
for
Florida Product Approval
Fl# Fl17472
Report No. 7618
Current Florida Building Code
398 East Dania Beach Blvd .
Suite 338
Dania Beach, FL 33004
954.399 .8478 PH
954 .744.4738 FX
contact@buildingdrops .com
Method:
Category:
1-A (Certification}
Windows
Sub -Category:
Product:
Mullions
HVHZ Clipped Aluminum
Bay/Bow Mullions
Material: Aluminum 6005-TS & 6063-T6
Prepared for:
Eastern Architectural Systems
16341 Domestic Ave.
Ft Myers, Fl 33912
Prepared by:
Hermes F. Norero, P.E.
Florida Professional Engineer# 73778
Date: 05/25/21
Contents :
Evaluation Report Pages 1-3
Digitally signed by Hermes F Norero
Reason: I am approving this do cument
Date : 2021 .06 .13 14 :27 :59 -04'00'
Hermes F. Norero, P.E.
Florida No. 73778
Manufacturer:
BUILDING DROPS
A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
Eastern Architectural Systems
Fl#: FL17472
Date: 05 /25/21
Report No: 7618
Product Category: Windows
Product Sub-Category: Mullions
Compliance Method : State Product Approval Method (l)(a)
Product Name:
Scope:
Limits of Use:
HVHZ Clipped Aluminum Bay/Bow Mullions
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 Current Florida Building Code .
See Installation Instructions PA-0004, 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 Current 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 Current Florida Building Code and does not require an impact resistant
covering . Individual window units must be impact rated where applicable .
4 . Site conditions that deviate from the details of drawing PA -0004 require further engineering
analysis by a licensed engineer or registered architect.
5. All configurations shown in installation instructions PA-0004 have been qualified as required
by Section 1709 .8 of the Current Florida Building Code .
6. See Installation Instructions PA-0004 for size and design pressure limitations .
Hermes F. Norero, P.E .
Florida No . 73778
Page 2 of 3
BUILDING DROPS
A Perfect Solution in Every Drop!
Certificate of Authorization : 29578
FL#: FL17472
Date: 05/25/21
Report No : 7618
Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a Certification Agency through
Keystone Certifications, Inc. (FBC Organization#: CER1523).
Referenced Test Standards:
Referenced Data:
Installation:
• AAMA 450-10
• TAS 201-94
• TAS 202-94
• TAS 203-94
1. Product Testing performed by :
Certified Testing Laboratories
(FBC Organization#: TST1577)
Report#: CTLA 3010W-10A Report Date: 09/22/14
TAS Reports Signed and Sealed by: Ramesh Patel, PE 20224
2. Certification Agency
Keystone Certifications, Inc.
(FBC Organization#: CER1523)
Refer to Installation Instructions (PA-0004) for anchor locations, design load table s, and further
details of the installation requirements .
Design Pressure:
See drawing (PA-0004) for mullion design pressure tables, mullion profiles, and installation deta i ls.
Hermes F. Norero, P.E.
Florida No . 7 3 778
Page 3 of 3
EASTERN ARCHITECTURAL SYSTEMS HVHZ CLIPPED ALUMINUM BA YIBOW MULLIONS GENERAL NOTES: 1-wi·~1~-1 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE. --7 J. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS % // #-I----.._'--INDIVIDUAL UNITS ATTACHED TO MULLIONS MUST BE IMPACT RATED. MULLION // ""-UNDER SEPARATE---.... ~ \\ 4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE APPROVAL 1-'Wl' -11-'W2' -1 RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE % ~ FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. rn-1 s. lX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE % % VERTICAL MULL STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD SPAN 'L' MULL FOR THE PROJECT OF INSTALLATION. J'L' MULLION % % 6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A 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, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER. VERTICAL SPAN 7. MULLION & CLIP MATERIAL ALUMINUM 6005-T5 & 606J-T6 (AS NOTED) 8. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT, UNDER SEPARATE APPROVAL. % % --, 9. SEE SHEETS J-7 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS, MULLION -CONFIGURATIONS, AND DESIGN LOAD CAPACITIES. ANCHOR CLIP,~ <EB 10. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING TYP 3 SHALL BE PROTECTED IN ACCORDANCE WITH CURRENT FLORIDA BUILDING CODE. TYPICAL MULLION ASSEMBLY INSTRUCTIONS: 1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. TABLE OF CONTENTS 2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS: SHEET SHEET DESCRIPTION . ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF ONE-WAY MULLIONS. 1 GENERAL NOTES, INSTRUCTIONS, AND ELEVATIONS . ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS. 2 MULLION ASSEMBLY AND MULLION AND CLIP DETAILS • SEE SHEET 8 FOR ASSEMBLY EXAMPLES. 3 MULLION CROSS SECTIONS • If ASSEMBLY TYPE CANNOT BE DETERMINED USE TWO-WAY MULLION CHART. 4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN 4 22.50" MULLION DESIGN LOAD TABLES PRESSURE OF OPENING USING CHARTS ON SHEETS 4-7. 5. QUALIFIED CLIP TYPES APPEAR ON SHEETS 4-7. MULTIPLE ANCHOR 5 30° MULLION DESIGN LOAD TABLES TYPE/SUBSTRATE/CLIP COMBINATIONS WITHIN AN OPENING ARE ALLOWED. 6 45" MULLION DESIGN LOAD TABLES 6. MULLIONS SHOWN HEREIN SHALL BE USED IN A VERTICAL MANNER ONLY. HOWEVER, HORIZONTAL MULLIONS UNDER SEPARATE APPROVAL MAY BE USED IN CONJUNCTION 7 90" MULLION DESIGN LOAD TABLES WITH MULLIONS SHOWN HEREIN IN A TWO-WAY CONFIGURATION. 7. THE LESSER DESIGN PRESSURE OF MULLION OR FENESTRATION PRODUCT WILL 8 MULLION ASSEMBLY AND LOAD EXAMPLES GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING. ,,, <"~'', REVISIONS ~Eastern EASTEfUJARCHITECTURAL SYSTEl.1$ ,,, .-. O,< ,.,. A OIVISIONOi'" $' ,••······ ... ~--~ EASTERt<JLtETALSYPPlY ~-~ /,)CE S ··1b ~ · 93 · ., 3 · 16341 DOMESTIC AVE Al.W,.,,INt.lM ANO VtNVI.. FTMYERS,HB912 :: :Ncf77 ~: ' :,,. ,,, ,_,.,_,.,,,.,. w,,..,.,,_,...,,-,._,._,_, f:l<HH•1" 1•877-401-2190 TITLE: HVHZ CLIPPED ALUMINUM BAY /BOW MULLIONS * : * = ~i oc 1~= VERTICAL AND HORIZONTAL CONFIGURATIONS ?J . 1./J' GENERAL AND INSTALLATION ELEVATIONS ~~. o~~~ 2 DATE: ORAWNBY: PREPARED av: ~ ~S' .. 0~ ~ SM S/25/21 FBC UPDATES 02/0S/13 TJH ~ ORAWl1'.!GNO: SCALE: BUILDING DROPS, INC. Digitally signed by Hermes F Norero ,,,, ' ~~ ,,,' SM 6TH ED. FBC UPDATES I FBPfCERTIFICATEOf " . .,:. . ""-' 2/6/18 PA-0004 N.T.S. AUTHORIZATION PllO. 29578 Reason: l am approving this document 398 m't 1ni1t,111\.'fo';°"'"· Jl8 SHEET: REV: Date: 2021.06.14 10:57:17 -04'00' 0,O,jl 1.2 DO• " DATE DESCRIPTION REV 1 OF 8 FBPE CERT. or .4.UTHORIZ.4. TIOii NO. 29578
OPENING SUBSTRATE BY OTHERS INSTALLATION FASTENERS VARY, SEE NOTES SHEETS 4 - 7 NOTE: USE (2) ANGLE CLIPS PER MULLION END. INSERT CLIPS INSIDE MULLION MULLION BAY MULL TOP VIEW (TYP.) ~/ '"/,ow•owo, L-CLIP 1.036'' -1 i--1 22.50 DEGREE MULLION 3.289" USE WITH CLIP TYPE(S): • L-CLIPS (PAIRS) USE CLIP DEPTHa 2-3/4" 1-1.072" 1.040" -1 1-1.012" -I 1_ /~I o.2so"-----....fj ) /3.;" ,__ 0.125" 3.369" ~ 45• 3.604" ~ I /~ 30 DEGREE MULLION 0.12S" 45 DEGREE MULLION USE WITH CLIP TYPE(S): • L-CLIPS (PAIRS) USE CLIP DEPTHa 2-3/4" USE WITH CLIP TYPE(S): • L-CLIP5 (PAIRS) USE CLIP DEPTHa 2-3/4" 'L 2.00D" L Io.125" 1 -1-0 "' " "' 2.250" 0 0-<---2.250" l___ ~, L o.2so" -ti 1-0.875" I l 1-4.000"-2" x 4" L-CLIP ALUMINUM 6063-T6 90 DEGREE MULLION USE WITH CLIP TYPE(S): • L-CLIPS (PAIRS) USE CLIP DEPTHa 2-3/4" 4.986" SUBSTRATE VARIES, SEE NOTES SHEETS 4 - 7 L-CLIPS SHALL BE USED IN PAIRS AT MULLION ENDS. L-CLIP ATTACHMENT (TYP.) NOTE: L-CLIPS MUST BE USED WITH ANY 'BAY/BOW' MULLION TYPE. SEE SPECIFIC MULLION SHEET FOR DETAILS. ,, ,., ~ ·o~ REVISIONS ~Eas1ern ,. --At...U•••U~~JM ,._~o VINYL _ ,.,\,, ,..,.,.,.,tcT ....,,,...,.....,w .. ,.,..., ooc,,.,,. EASTERN ARCHITECTURAL SYS TEI.IS A DIVISIONOf EASTERJJ ~lETAL SYPPl Y 16341 D0~1ESTICAVE. FTMYERS,H33912 1-877-401-2190 : "'mLE: HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS * : VERTICAL AND HORIZONTAL CONFIGURATIONS ff ~ MULLION ASSEMBLY AND MULLION AND CLIP DETAILS 11 iJi' ..._ DATE: 0RAWN8V: IPREPAREDBY: -~ "'' ""',._,,...,.~-;s" $° 02/05/13 TJH ~ ,:, <::'. ,,' OR AWING !JO: SCALE: I A_.... . ,.,, o ,, PA-0004 N.T.S. I .., J98 EA ,\~t JJ8 SHEET: REV: ' rBPC cc~~-or &f~~tn~ ~o. 29578 sv DATE DESCRJ?TlON Rev 2 OF 8 BUILDING DROPS. INC FBPECERTIFICAT[OF AUTHORIZATION N0.29578
INSTALLATION ANCHOR (SEE NOTES SHEETS 4-7) CONCRETE OR MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY & lX WOOD BUCK BY OTHERS EXTERIOR B 3 EXTERIOR PRECAST SILL BY OTHERS INSTALLATION ANCHOR (SEE NOTES SHEETS 4-7) A 3 VERTICAL SECTION HEAD· CONCRETE/MASONRY SIDE VIEW-VERTICAL <ti C . tJ VERTICAL SECTION SILL -CONCRETE/MASONRY SIDE VIEW-VERTICAL i 2 1/2" MIN. EDGE DIST. 11/4" MIN. EMBEDMENT 1 XWOOD BUCK BY OTHERS MULLION CLIP TYP. INTERIOR MULLION TYP. NOTE INSTALLATION ANCHOR (SEE NOTES SHEETS 4-7) CONCRETE OR MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY & 2X WOOD BUCK BY OTHERS EXTERIOR DETAILS SHOWN ARE TYPICAL FOR ALL MULLION & CLIP ASSEMBLIES. SEE SHEETS 4-7 FOR ALLOWABLE MULLION CONFIGURATIONS, SIZES, AND DESIGN PRESSURES. ffi INTERIOR MULLION TYP. MULLION CLIP TYP. -l 11/4" MIN. EMBEDMENT ,,,, ,:, ~ ·o ~ C VERTICAL SECTION HEAD · 2X WOOD BUCK SIDE VIEW-VERTICAL REVISIONS .r 3/4" MIN. EDGE DIST. 11/2" MIN. EMBEDMENT 2 X WOOD BUCK BY OTHERS MULLION CLIP TYP. INTERIOR MULLION TYP. ~Eastern t· 9 · &Shih 1·1 A1,..t.J ..... INUM ,._NO VINYL ,.,. .. ,.c,,· ...,.,.,.,.c,,..,.., -~<> ""'""' .. ·"' . EASTERt./ ARCHITECTURAL SYSTEllS A DIVISION OF EASTER..: METAL SY PPL Y 16141 00~1ESTICAVE HM\'€RS,f"L.B912 1-877-401-2190 -= * E 1---1-----1----------+-. HftR\~L;.t}ZDA~½~1iNouN~Jt;f,~~~~~i~6°~s5 2 1/2" MIN. EDGE DISTANCE Q:: ::: MULLION SECTIONS ·o r-• /JJ ~ --·---·· ~-<' • 0 101'-.-•,f:!,i ~ ~~ .. ~~ .... .,, ,S' 'l?o."'ii:if" ,,,' 398 EA{f '/tr BE CH i\~\rt:. JJO f8P[ CE~t_or6J~~fi\u~ ~Q. __ 2_~_78 DESCRIPTIOt./ 02 OS 13 ORAWl~JG I-JO; PA-0004 SHEET: REV I 3 OF 8 1.JAlt.: LINAV,,-,tn: Pf'iEPAREOBY TJH ~ SCALE: N.T.S. REV: 8Ull01NG DROPS, INC. faPECERTIFICAT£0F AUTHORIZATION NO. 29S78
M0"'0'ilJJ DESIGN PRESSURE LIMITS FOR MULLION: 22.S Deg. · ONE-WAY MULLIONS SPAN 'L' TRIBUTARY WIDTH 'W' (IN.) 1036" ~I (IN.) 1B 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 mi-, 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 ~w1-H-w2-I 48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 60 200.0 200.0 200.0 175.3 159.l 149.0 144.1 143.S 141.6 ONE-WAY MULLION DIAGRAMS 72 179.3 137.2 112.6 96.9 86.2 78.9 74.6 74.0 70.8 0.250" -84 112.1 85.4 69.6 59.4 52.3 47.2 44.1 43.6 40.9 ---3.289" 96 74.8 56.7 46.1 39.1 34.2 30.7 28.4 28.0 26.0 108 52.3 39.6 32.1 27.l 23.6 21.1 19.4 19.l 17.7 A -22.so·-l '.lf _1, MULLION, ~ ~ I DESIGN PRESSURE LIMITS FOR MULLION: 22.S De2. · TWO-WAY MULLIONS 0.125" J SPAN 'L' TRIBUTARY WIDTH 'W' (IN.) ~ '// L (IN.) 18 24 30 36 42 48 53.125 S4 60 22.50 DEGREE MULLION I I ~ J 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 Wl+W2 TRIBUTARY WIDTH= 36 200.0 200.0 200.0 200.0 200.0 200.0 187.5 184.S 166.0 ALUMINUM 6005-T5 --2-~ 48 200.0 200.0 200.0 200.0 177.9 155.7 140.6 138.4 124.S 60 200.0 200.0 181.3 151.1 129.S 113.3 102.4 100.7 90.6 ~w,-11-w,-I 72 174.8 131.1 104.9 87.4 74.9 65.6 59.2 58.3 52.5 84 110.1 82.6 66.1 SS.l 47.2 41.3 37.3 36.7 33.0 TWO-WAY MULLION DIAGRAMS 96 73.8 SS.3 44.3 36.9 31.6 27.7 25.0 24.6 22.1 108 51.8 38.9 31.1 25.9 22.2 19.4 17.6 17.3 15.S TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 2-3 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: • WOOD: #14 WOOD SCREWS • CMU: 1/4" ITW TAPCONS • CONCRETE: 1/4" ITW TAPCONS I QUALIFIED ANCHOR CLIPS I • METAL: 1/4" SELF-DRILLING SCREWS (GRADE 5) 6. INSTALLATION SUBSTRATES: • WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.=0.55. • HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL D D BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. • CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE MIN. 4000 PSI. • METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6063-T5. 0 0 L-CLIP ALUMINUM 6063-TG ~,, REVISIONS EASTERN ARCHITECTURAL sYSTe,,s **MUST BE USED IN PAIRS ' ,,, ~Eastern A DIVISION OF ,,, o.i<i ".,.--:, EASTERN 1.IETAL SYPPL V $~ ,C El\ •• \ ~ I· 3 Aiflfd¥4Hii:¥8ia 163~1 om.,ESl'IC,.VE I NOTE: SEE SHEET 2 FOR SPECIFIC CLIP I ... ... \.-\ s ·. 0 ~ ,i ,o.,._1,..1,-..1 .... UM A,NI';'.> '{_.•NV!,.. FTMVERS,Hl3912 1-877-101-2190 DIMENSIONS. ! N 7 7 ~ : TITLE: * . : * = HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS ~~A oc inc ii VERTICAL AND HORIZONTAL CONFIGURATIONS ~ "A • .... 22.5° MULLION ~ ~ : 0 101>-/ /jj ~ OAlE: ORAWN8Y: PREPARED 8V: -:-~s ·· 0~ ~ 02/05/13 TJH ~ DRAWING NO: SCALE: 8Ull01NG DROPS, INC. .. ,,, ~ ,,,' fSPE C[IHlftCAT[ OF PA-0004 N.T.S. AUTIIORIZ~ TION N0. 29578 '" "<tt.tt'-~f •• '\~\i\: JJ8 SHEET; REV: rSPC CUT. Of AUTHOA'IZU!Ot-1 l,fO. 295711 SY DATE OESCRIPTIO!ll REV 4 OF 8
I ,SPAN 'L' I (IN.) 24 36 I 48 f 60 I 72 I 84 ' 96 I 108 i rSPAN 'L' I (IN.) i 24 i 36 r 48 I 60 i 72 84 I 96 I 108 DESIGN PRESSURE LIMITS FOR MULLION: 30 Deg.· ONE-WAY MULLIONS TRIBUTARY WIDTH 'W' (IN.) 18 24 30 36 42 48 53.125 54 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 175.3 159.1 149.0 144.1 143.5 179.J 137.2 112.6 96.9 86.2 78.9 74.6 74.0 112.1 85.4 69.6 59.4 52.3 47.2 44.1 43.6 74.8 56.7 46.1 39.1 34.2 30.7 28.4 28.0 52.3 39.6 32.1 27.1 23.6 21.1 19.4 19.1 DESIGN PRESSURE LIMITS FOR MULLION: 30 Deg.· TWO-WAY MULLIONS 18 200.0 200.0 200.0 200.0 174.8 110.1 73.8 51.8 TRIBUTARY WIDTH 'W' (IN.) 24 30 36 42 48 53.125 54 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 187.5 184.S 200.0 200.0 200.0 177.9 155.7 140.6 138.4 200.0 181.3 151.1 129.5 113.3 102.4 100.7 131.1 104.9 87.4 74.9 65.6 59.2 58.3 82.6 66.1 SS.1 47.2 41.3 37.3 36.7 55.3 44.3 36.9 31.6 27.7 25.0 24.6 38,9 31.1 25.9 22.2 19.4 17.6 17.3 QUALIFIED ANCHOR CLIPS □Do 0 0 L-CLIP ALUMINUM 6063-TG .. MUST BE USED IN PAIRS NOTE: SEE SHEET 2 FOR SPECIFIC CLIP DIMENSIONS. 60 200.0 200.0 200.0 141.6 70.8 40.9 26.0 17.7 60 200.0 166.0 124.S 90.6 52.S 33.0 22.l 15.S MULLION--J/ (,1/ /1lr,/,>\ II-, l 1.040" ----j-1 II )l■V 11.J , w1-l~w2-I ONE-WAY MULLION DIAGRAMS 3,369" MULLION -, l 30 DEGREE MULLION ALUMINUM 6005-T5 TRIBUTARY WIDTH= Wl+W2 --2-H ICCl■iC(I IIJ TABLE NOTES: ~w1-l~w2-I TWO-WAY MULLION DIAGRAMS 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 2-3 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: • WOOD: #14 WOOD SCREWS • CMU: 1/4" ITW TAPCONS • CONCRETE: 1/4" ITW TAPCONS • METAL: 1/4" SELF-DRILLING SCREWS (GRADE 5) 6. INSTALLATION SUBSTRATES: • WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT Of 1-1/2" & EDGE DISTANCE Of 1". WOOD SHALL BE MIN. S.G.=0.55. • HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE Of 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. ,,,, REVISIONS r,mEaslern ~ ■ ~I-i d'liillfiM51iiih l'i ., ",.,.._._._.,..,,, .... UM ANO v, .... vt. •o ~ ~-•.,t , ........ ., ... w, ... C:,QW .. A .... Q QC:,<) ... ~ '~--· EASTERN ARCHITECTURAL $YSTE~1$ AOIVISIONO;< 163.tl DOMESTl(-"VE TTMVERS,FLH9l2 1-877-401-2190 -= * E HitRWJfP}Zl~½~1fouN~ftf6~~~t1R~WfNNi Cl: :: 30° MULLION 1, //j ~ DATE: ORA.WNBV: IPREPAREDBY: ·,; ~ ••• u \V' • ~ ~ 02/05/13 TJH ~ ..... ., ~ c," ~ ORA.WING t-JO: SCALE; f\ ,.,./ ~~ <'' SM 9-13-19 SHEET ADDED 1 PA-0004 N.T.S. I i g: )98 EA{.;-IJjJIA BE CH ~~\it. JJ8 SHEET: REV: j r_epc CE~~-orbfu~J:Jt.r~ ~o. li!HB BY DATE DESCRIPTION REV 5 OF g BIJllOING DROPS, INC FBPECERTIFICATEOF AUTIIORIUTION NO. 29578
SPAN'L' (IN.) 24 36 48 60 72 84 96 108 SPAN 'L' (IN.) 24 36 48 60 72 84 96 108 DESIGN PRESSURE LIMITS FOR MULLION: 45 Deg. -ONE-WAY MULLIONS TRIBUTARY WIDTH 'W' (IN.) 1B 24 30 36 42 48 53.125 54 2D0.0 2D0.0 2DD.0 2D0.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 2DO.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 192.2 180.0 174.1 173.4 200.0 165.8 136.1 117.0 104.2 95.4 90.1 89.4 135.4 103.l 84.1 71.7 63.2 57.1 53.2 52.7 90.3 68.5 55.6 47.2 41.3 37.0 34.3 33.8 63.2 47.9 38.7 32.7 28.5 25.5 23.4 23.1 DESIGN PRESSURE LIMITS FOR MULLION: 45 Deg. -TWO-WAY MULLIONS 18 2D0.0 200.0 200.0 200.0 200.0 133.0 89.1 62.6 TRIBUTARY WIDTH 'W' (IN.) 24 30 36 42 48 53.125 54 200.0 200.0 200.0 200.0 200.0 200.0 200.0 zoo.a 200.0 200.0 200.0 200.0 187.5 184.5 200.0 200.0 200.0 177.9 155.7 140.6 138.4 200.0 199.2 166.0 142.3 124.5 112.5 110.7 158.4 126.7 105.6 90.5 79.2 71.6 70.4 99.8 79.8 66.5 57.0 49.9 45.1 44.3 66.8 53.5 44.6 38.2 33.4 30.2 29.7 46.9 37.6 31.3 26.8 23.5 21.2 20.9 QUALIFIED ANCHOR CLIPS □Do 0 0 L-CLIP ALUMINUM 6063-TG **MUST BE USED IN PAIRS NOTE: SEE SHEET 2 FOR SPECIFIC CLIP DIMENSIONS. 60 200.0 200.0 200.0 171.1 85.5 49.5 31.4 21.3 60 200.0 166.0 124.5 99.6 63.4 39.9 26.7 18.8 MULLION-.Ji ,'.1/ ,;11r,f>, 11-I L 1.072" ,--1 11 >I!"' IIJ l-w1-l~w1-I ONE-WAY MULLION DIAGRAMS 3.604" MULLION l L 45 DEGREE MULLION 11 {C/JIC<<J II 1 ALUMINUM 6005-TS ~w,-l~w,-1 TWO-WAY MULLION DIAGRAMS TRIBUTARY WIDTH= Wl+W2 --2-TABLE NOTES: 1. 2. 3. 4. 5. 6. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 2-3 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. .,. "'; f)~ 0~ REVISIONS ffflEaslern 1·11 : 3393-ifdW 452¥939 1-1 ,o..,._1..,,.,.,NUM A,NO VlNVI,.. , ,<'<,;-,• ,,....,,.Q~ w ... r-,_,.,....,. ,...,.,, 00>0'.1•• EASTERN ARCHITECTURAL svsrei.,s A DIVlSIONOf EASTERN METAL SYPPLY 16341 DOMESTIC AVE. FTMV(RS,fll3912 1,877-101-2\90 -TITLE: * E HitR\~l'tlZoA~½~11riN~:t~&~~y;(~R~i\~~f Q:" :: 45° MULLION I -,,,,. ·o (!:/ :: OAlE: DefAWtJBY; IPREPAReoev: • ~ ~ $ 02/05/13 TJH ~ BUltOJNG CROPS, lNC. fBPECfRTIFICATEOf AUlHORIZATION NO. 29'>18 .,., ,,' ORA'IIING NO: SCALE: I . ~ ,,., 10 ,, PA-0004 N.T.S. \'ii 398 EA .\~it J.18 SHEET: REV; FBPE ct~~-OF' llAlfu~~fi'An~ I@, 29578 BY DATE DESCRIPTION REV 6 OF 8
SPAN 'L' (IN.) 24 36 48 60 72 84 96 108 SPAN 'L' (IN.) 24 36 48 60 72 84 96 108 DESIGN PRESSURE LIMITS FOR MULLION: 90 Dee. • ONE-WAY MULLIONS TRIBUTARY WIDTH 'W' (IN.) 18 24 30 36 42 48 53.125 54 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 184.5 167.4 155.7 148.6 147.6 200.0 183.3 149.5 127.5 112.3 101.5 94.6 93.6 160.5 121.8 98.9 83.9 73.4 65.8 60.9 60.2 112.4 85.1 68.9 58.2 50.7 45.2 41.6 41.1 DESIGN PRESSURE LIMITS FOR MULLION: 90 Deg. · TWO-WAY MULLIONS TRIBLJTARYWIDTH 'W' (IN.) 18 24 30 36 42 48 53.125 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 187.5 200.0 200.0 200.0 200.0 177.9 155.7 140.6 200.0 200.0 199.2 166.0 142.3 124.5 112.5 200.0 200.0 166.0 138.4 118.6 103.8 93.8 200.0 177.3 141.9 118.2 101.3 88.7 BO.I 158.4 118.8 95.0 79.2 67.9 59.4 53.7 111.2 83.4 66.7 55.6 47.7 41.7 37.7 QUALIFIED ANCHOR CLIPS □Do 0 0 L-CLIP ALUMINUM 6063-T6 **MUST BE USED IN PAIRS NOTE: SEE SHEET 2 FOR SPECIFIC CUP DIMENSIONS. 54 200.0 184.5 138.4 110.7 92.2 78.8 52.8 37.1 60 200.0 200.0 200.0 199.2 142.3 87.9 55.9 37.9 60 200.0 166.0 124.5 99.6 83.0 70.9 47.5 33.4 1.072" MULUON---Ji (,1/ /llr/,>i 11-1 l I' )1111/ 'IJ ' w,-l~w,-1 4.986" ONE-WAY MULLION DIAGRAMS MULLION -I l I' I c c1■1 c Q 'I J 90 DEGREE MULLION ALUMINUM 6005-T5 l-w1-l~w1-I TWO-WAY MULLION DIAGRAMS TRIBUTARY WIDTH= TABLE NOTES: Wl+W2 --2-1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 2-3 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CUP DIMENSIONS. 5. ANCHOR REQUIREMENTS: • WOOD: #14 WOOD SCREWS • CMU: 1/4" ITW TAPCONS • CONCRETE: 1/4" ITW TAPCONS • METAL: 1/4" SELF-DRILLING SCREWS (GRADE 5) 6. INSTALLATION SUBSTRATES: • WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.=0.55. • HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 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. ,,,,/ o~,..,-:. ,<'\~ 'o-;. REVISIONS r.;Eas1ern ,, 2 33 ' f · ··F2·533 ,~, AJ...UM•NU...,, A.NO VoNVI,.. ,..,. _.,. -• ,~,,...,., ....... ,,..cyow,. ,.._..,, o .,,.., EASTERN ARCttlTECTURAL SYSTEI.!$ A DIV1SIONOF EASTERN l.1ETAL SY PPL Y 16341 DOMESTIC AVE. FTMY£AS,HB912 1-817-401-2190 ~ =. ~ : * :: HVHZ CUPPED ALUMINUM BAY/BOW MULLIONS : : VERTICAL AND HORIZONTAL CONFIGURATIONS : £l::' ;:: 90° MULLION I ~! ! 02105113 om: DRA\''"f;'H I PREPARED BY: • ·,,. •..:,•~•""<"°"'C, ,,' DRmlNGNO: SCAlE: I ~• ", \«>,-,:;i,. ,, PA-0004 N.T.S. " J98 EA(f /Jjij1A et CH Bl.IA.'\~. JJS SHEET-REV· · ' FBP£ C[~~t,(1:11,.•M~ ... ,~l.(O. 295!8 BY DATE DESCRIPTION REV 7 OF 8 . BUllDING DROPS. INC. F8PECERTIFICATEOF AUTHORIZATION NO. 29S78
EXAMPLES OF TWO-WAY MULLION ASSEMBLIES MULL SPAN 'L' 1-'Wl' -1-'W2' -1 I I \ \ G] B G] VERTICAL MULLION MULTIPLE UNIT ASSEMBLY I 'Wl' -1-'W2' ~1 VERTICAL MULLION HINGED DOOR W/ SIDELITE 7 MULL SPAN 'L' J ~ -:, "-:. l98E "'"' EXAMPLES OF ONE-WAY MULLION ASSEMBLIES r 'Wl' -1-'W2' -1 VERTICAL MULLION NOTES: f""""DRAWINGS ARE DIAGRAMMATIC IN NATURE AND CONFIGURATIONS NOT SPECIFICALLY SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2. IF THE LOADING TYPE CANNOT BE DETERMINED, USE TWO-WAY ASSEMBLY CONFIGURATION VALUES. 3. FENESTRATION PRODUCTS SHALL BE ANCHORED AS APPROVED. // ... ., ~ 'O ~ REVISIONS ~Eastern t·st • 9i!lidS§5?319 I I A'--UMoNU"" 41"'10 V1NVI,. , ......... 0 ........... .,,..,. ............ e,., .. , ... ,. " EASTERtJ ARCHITECTURAL SYSTE~IS AOIVlSIOtJOF EASTERN ~1ETAL SYPPLY 1634100f.1ESTICAV£. FTMYERS,fLB912 1-877-401-2190 --nm-* E ttMt~PiZDA~½~i'fi~Jt~b~i~~~W~ts5 ,If; ~ MULLION ASSEMBLY AND LOAD EXAMPLES 11 €/ f 02105113 oATE:IDRA'.'m~~:H I PREPARED BY: . ,,' ORAWltJGNO: ISCALE; I ~ ' PA-0004 N.T.S. ~-. J.38 I I I I SHEET: IREV: 8 OF 8 BUILDING DRO?S, INC F6?E CERTIFICATE OF AUTHORIZATION NO. 29578