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3/12/2015 Florida Building Code Online Business Professional Flobda DepartR BCIS Home i Log In User Registration I Hot Topics I Submit Surcharge I Stats&Fads I lluP'l Ao s � FBC Staff BCIS Site Map Links Search Busines _ K `� �t>,n Professili?nC� I Product Approval USER:Public User Regulation Product Aoorovai Menu>Product or ADDIImCion Search>Application List>Appilcatlon Detall > st OFF OF OF FL# FL.16051 SECRETARY Application Type New Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Eastern Architectural Systems 7 Address/Phone/Email 10030 Bavaria Road G Ft, Myers, FL 33913 (800)432-2204 Ext 4314 pp thoard@easternmetai.conREVIEWE D FOR Authorized Signature Timothy Hoard LODE COMPLIANCE thoard@eastern meta l!9t• LUCIE COUNTY Technical Representative Timothy J. Hoard BOCC Address/Phone/Email 10030 Bavaria Road Fort Myers, FL 33913 / (800)432-2204 Ext 4314 thoard@easternmetai.com n rl Quality Assurance Representative Address/Phone/Email Category Windows FILE COPY Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer !i Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Hermes F. Norero the Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Locke Bowden Vi Validation Checklist-Hardcopy Received Certificate of Independence FL16051 RO COI COI EAS Mullions SS.odf Referenced Standard and Year(of Standard) Equivalence of Product Standards Certified By Sections from the Code 1715.5.5 https://www.floridabuilding.orgipr/pr app dtl.aspx?param=wGEVXQwtDgtFPmdYiNDWrlIW%2fxkEyVTKe5LlevmEDrNaAvcC57QVeCA%3d%3d 1/2 311212015 Florida Building Code Online Product Approval Method Method 2 Option B Date Submitted 10/26/2012 Date Validated 10/26/2012 Date Pending FBC Approval 10/31/2012 Date Approved 12/04/2012 Summa :of Products -- - -•_- ._--- - - --- -- _ - _. -J FL# Model,Number or Name Description 16051.1 Clipped Aluminum Bay Mullions Aluminum Mullions Limits of Use Installation Instructions Approved for use in HVHZ: No FL16051 RO II EAS057 SS.Ddf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: When used in areas requiring wind borne debris FL16051 RO AE PER2199 SS.Ddf protection this product complies with Section 1609,1.2 of the Created by Independent Third Party: Yes 2010 Florida Building Code and does not require an impact resistant covering when used in Wind Borne Debris Region Zone 3 or less.Individual window units must be impact rated where applicable. 16051 2 , Cltpped-AlUMinUm`Tube h1u713€ins AtulnlnUm MUillons - Limits of Use Installation Instructions Approved for use in HVHZ: No FL16051 RO II EAS056 SS.adf Approved for use outside HVHZ:Yes Verified By: Hermes F, Norero, P,E, Florida P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:When used In areas requiring wind borne debris FL16051 RO AE PER2198 SS.odf protection this product complies with Section 1609.1.2 of the Created by Independent Third Party: Yes 2010 Florida Building Code and does not require an impact resistant covering when used In Wind Borne Debris Region Zone 3 or less. Individual window units must be impact rated where applicable. Contact Us:: 1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy Statement::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 mall.If you have any questions,please contact 850,487.1395,-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication%Nth 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 here. Product Approval Accepts: ®® E SfQlrlt SILTRrLS https:/A&fww.floridabLdlding.org/pr/pr_appjtl.aspx?param=wGEVXQwtDgtFPmdYiNDWr11W%2fxkEyVTKe5UevmEDrNaAvr-057QVeCAg/o3d%3d 212 11111110 EASTERN ARCHITECTURAL SYSTEMS Eastern CLIPPED ��y�e.a°` ALUMINUM TUBE MULLIONS ��eM° GENERAL NOTES: 1 in BAV,a�iD fX:12791 b9-2�12 1. THE PRO DUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2030 IBC,SECTION %t OOQI]Z-22W 1715.5.5. m TABLE OF CONTENTS Z Z n m 3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCE IN WIND BORNE DEBRIS REGIONS j �.'O gi ZONE 3 OR LESS.INDIVIDUAL UNITS MUST BE PA A ED. SHEET REVISION SHEET DESCRIPTION N Z K c gj O ~w m m 4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGION ZONE 4. 1 - GENERAL NOTES,INSTRUCTIONS,AND ELEVATIONS S. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE 2 MULLION SECTIONS p E 2 RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS T0 THE wW z Zu+ 3 - ANCHOR CLIP DETAILS o.m <h N m¢ FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FORTHE PROJECT OF �! >' 0Nm� INSTALLATION. 4 - TYPICAL MULLION d CLIP ASSEMBLIES ANCHOREDZ p g H a 5 - 1"X 3-1/8'(LIGHT)MULLION DESIGN LOAD TABLES Q n e=I 6. 1XAND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHOR TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD 6 - V X 3-1/8'(HEA W)MULLION DESIGN LOAD TABLES iir !�a FOR THE PROJECT OF INSTALLATION. 7 - 1'X 4"MULLION DESIGN LOAD TABLES 7. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A B 2°X 4"MULLION DESIGN LOAD TABLES SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, ALICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN 9 - Z"X 6"MULLION DESIGN LOAD TABLES p NON-HVHZ AREAS.IN HVHZ AREAS,ONETIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE PERA. B. MULLION&CU 10 MULLION DETAILSP MATERIAL ALUMINUM 6005.75&6063-T6(AS NOTED) MULLION ASSEMBLY EXAMPLES 9. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL v I 10. SEE SHEETS 5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,MULLION O CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. H Z 11. IN ACCORDANCE WITH THE 2020 F8C SEC.2003.8A DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME b INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED AS DEFINED IN SEC 2003.8.4.2. 4 H �W1'----{ z .W2,--� I--'WIC—�+'W2'� w o C r_ INSTRUCTIONS 2 \\ / MULL \� SPAN'L' L DETERMINE REQUIREDiDESIGN PRESSURE FOR OPENING. ANCHOR CLIP, // \ 2. CHOOSEA MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. TYP 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY ORTWO-WAY MULLIONS: z • ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF ONE-WAY MULLIONS. VERTICAL SPAN • ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLEDIOGETHER WITH / MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS. VERTICAL MULL • SEE SHEET 11 FOR ASSEMBLY EXAMPLES. 10. ' E SPAN�L' MULL MULL IF ASSEMBLY TYPE CANNOT BE DETERMINED USETWO-WAY MULLION CHART. 2 SPAN'L�~-I "ISPAN'L' 4. VERIFYTA MULLION DESIGN PRES RE 5 IGN OSRQUIREDD 2 MULLION -1' PRESSURE OF OPENING USING CHARTS ON SHEETS S-9. Typ j5. QUALIFIED CUP TYPES APPEAR ON SHEETS 5-9.MULTIPLE ANCHOR . Qm� 'W2' 'W2' TYPE/SUBSTRATE/CLIP COMBINATIONS WITHIN AN OPENING ARE ALLOWED. �'.,_- 6. THE LESSER DESIGN PRESSURE OR MULUON OR FENESTRATION PRODUCT WILL a� GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING. ����.lY•• F �+ N T q,pjj 'W1' / O UZ .ANCHOR CLIP, A DWG# v TYP 2 Digitally signed by Hermes F Norero,P.E. EA SOrJ6 TYPICAL MULLION ASSEMBLY HORIZONTAL'IT" MULL SPAN HORIZONTAL SPAN Reason:I am approving this document IT Date:2012.10.26 10:43:35-04'00' sHEE : 1 OF 11 INSTALLATION INSTALLATION ��� ANCHOR(SEE NOTES 2 1/2"MIN. ANCHOR(SEE NOTES 1 1/2"MIN, SHEETS 5-9) EDGE DIST. 5HEET5 5-9 r EMBEDMENT t,newteeTua.0 6veT[Na CONCRETE OR a MASONRY BY OTHERS . '� J o'• EATEMA]LI¢TYCI»xA�.SYS1EMs d• 1000 uVMA RO 0 Pi.MYULS,FL]]9]] CAULK BETWEEN ° Q - MULLION CLIP vwteooluz-xmz P�:cz]vl]es-x�u CONCRETE/MASONRY A 1X a•-° q 'a 1 L4"MIN. 3/4"MLN. o EXTERIOR WOOD BUCK BY OTHERS ' ° EMBEDMENT EDGE DIST. o TYP. m CONCRETE OR < '- �Z.,Z 1 X WOOD BUCK MASONRY BY OTHERS` , O m ^a BY OTHERS CAULK BETWEEN w o p w V CONCRETE/MASONRY A 2X WOOD BUCK BY OTHERS MULLION CLIP 2 X WOOD BUCK TYP. BY OTHERS ° ul ca a Z E aw� a EXTERIOR I I INTERIOR - °'' MULLION TYP. MULLION TYP. INTERIOR O NOTE © VERTICAL SECTION DETAILS SHOWN ARE TYPICAL FOR rt--�HORIZONTALSECTION V J HEAD-CONCRETE/MASONRY ALL MULLION 6 CLIP ASSEMBLIES. Z SIDE VIEW-HORIZONTAL ODBUCK SIDE VIEW-VERTICAL SEE SHEETS 5-9 FOR ALLOWABLE MULLION CONFIGURATIONS,SIZES, Q AND DESIGN PRESSURES. H p INSTALLATION EXTERIOR I I INTERIOR INSTALLATION ANCHOR SEE NOTES I I ANCHOR(SEE NOTES HORIZONTAL SHEETS 5-9) W w MULLION SHEETS 5-9) MULLION,TYP. p I I TYP. I I I I I I d HORIZONTAL Z I I MULLION CLIP 'U'CLIP MULLION,TYP. I TYP, TYP. EXTERIOR INTERIOR EXTERIOR INTERIOR A a 1 1/4"MIN. ® ® MULLION CLIP u;; <. TYP. EMBEDMENT t I N PRECAST SILL '° °" I I VERTICAL y�y BY OTHERS I I MULLION,TYP. I I VERTICAL I I I MULLION,TYP. INSTALLATION ANCHOR(SEE NOTES 2 1/2"MIN. Ci g Y Q F SHEETS 5-9) EDGE DISTANCE o o ti =_ u Z A Ll VERTICAL SECTION p HORIZONTAL SECTION E HORIZONTAL SECTION DWG# U 2 SILL SIDEVIEW-VCONCRETE/MASONRY V 2 T-MULLIOERTICAL NDE DETAIL �-MULLIOSIINTERSECT VRSECTDETAIL IEW EA5056 \\����// SHEET: 2 OF 11 ---Ir--0.125" fasterg 2.000" 2.125' 2.000" A4C�DTtM L 0.125" � EASTEpN APGXZTECNOAL SVSK_MS ROAD t�Nn o --- j�I--_ptt.. 1 ————• ——. Zg�In a<QM i-MiY3E0r S.FL Ieml xa(ZNZ")iT�mw ]k! 9vn2 =2 0.250" 0.250" 2251 H— —————— lnF N l•i-l' • _ 2.251 • • N In • N ¢ C-i OG i{ • -' ® • • d m S Z W W c 0.506" 1.960" 0.361" �—�li 0.625" I 0.25D' U' W Q H 2� �I+--- m a M 10.460" 0.722" 5.000" uI ¢ 0 ui QLu - 1u MULLIONr Hr CLIP 1" MULLIONI Ur CLIP 2" x 5" ANGLE CLIP ALUMINUM 6063-T6 ALUMINUM 6005-T5 ALUMINUM 6063-T6 w ANGLE CLIPS SHALL BE USED IN PAIRS AT MULLION ENDS. ? T— � m 2,000, 0.125" � Z -i O Z NOTES: 1. CLIP DEPTH VARIANCE BASED ON MULLION > IT l DEPTH AND WALL THICKNESS.SEE SPECIFIC L1J a II I MULLION SHEET FOR ALLOWABLE CLIP TYPES. 2.250" I CHOOSE CLIP LEG DEPTH THAT EQUALS MULLION CAVITY DEPTH. I • a 2. WHERE APPLICABLE ANCHOR PLACEMENT VARIES WITH CLIP DEPTH.SEE MULLION r SHEETS FOR DIAGRAMS OF SPECIFIC CLIP Z 2.625" CONDITIONS. IMn 3. MAINTAIN SCREW HOLE OFFSET FROM CLIP ����O -IC a� ' R EDGES AS SHOWN. ` ��, 1ieA%� 0.750" C.375" y F a 4.000^ 2"x 4" ANGLE CLIP ' ALUMINUM 6063-T6 N T 7— ANGLE CLIPS SHALL BE USED ¢o Z- ,W ¢ IN PAIRS AT MULLION ENDS, o o a u lo Z DWG#: EA5056 SHEET: 3 OF 11 OPTIONAL NOTCH hi W,1! AT CLIP WINGS ARANITCCTUAAL sverwa EASTERN AOpQIECi SYSlEALS 300]O YAVARCA 0.0Ap fT MYEAS, ] PH:(000)Ak-itW F%:(239(2]9)3b9S4t2 V m Ff N OPTIONAL NOTCH AT CLIP LEGS Q j N Q s w W V JJQ Z W c MULLION a ~Q e a 'U'CLIP AT MULLION w m INTERSECTION LD a p Q of F w m a 'U'CLIP ANCHORS, CLIP NOTCH DETAIL(TYP.) TYP. OPTIONAL NOTCH AT ANCHOR CLIP \ o NOTE:CLIP LEG DEPTH SHALL BE m SUCH THAT THE LEGS FIT TIGHTL V) INSIDE MULLION TUBE I Z 'H'CLIPANCHORS, I O TYP. I H o MULLION ENDS MAY BE I H'CLIP AT L NOTCHED TO ALLOW-- I OPENING FLUSH FIT AT CLIPS MULLION W N w a I I OPENING SUBSTRATE BY OTHERS I I 0 z END NOTCH DETAIL(TYP.) O..'...... �n, ' OPTIONAL NOTCH AT ANCHOR CLIP AT O. MULLION ENDS MULLION &CLIP ASSEMBLY(TYP.) NOTE:ASSEMBLY SHOWN ABOVE IS DIAGRAMMATIC IN SCOPE.OTHER CLIP 6 i��j�y•�(PRO; MULLION ASSEMBLIES ARE ALLOWED,SEE SPECIFIC MULLION SHEET FOR DETAILS. ; m P In m z ¢o " _ �z 0 0 o In DWG#: EA5056 SHEET: 4 OF 11 DESIGN PRESSURE LIMITS FOR 1"x 3-1/8"(LIGHT)MULLION(PSF) ONE-WAY MULLIONS EasrerU SPAN TRIBUTARY WIDTH'W' L-I AR CHITfCTURAL 'U 18" 24" 30" 36" 42" 48" 54" 60' I_T �vercwa 24" 200.0 1 200.0 200.0 200.0 200.0 200.0 200.0 200.0 MULLION, Wz ensitnJ.3*UVAQ3lrt�"sys3ea3s 19a3o e.3v�llzn aono 36" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 MULLION MMYER3,M 339 13 PK(800)<3I3803 PX fU9)369-241Z 48" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 160.0 L 60" 200.0 200.0 200.0 191.4 176.7 1675 162A 160.8 � w' � PZ, FC NQBS 72" 185.2 145.9 122.E 108.0 1 98.1 91.2 1 86.4 83.3 84 r O m M lY J 114.3 89.3 74.5 64.9 58.3 53.6 50.1 47.6 w) wz- a p u al 96" 75.4 58.6 48.6 42.1 37.5 34.2 31.7 29.9 w O Z w ONE-WAY MULLION DIAGRAMS 4 W" H m Q 108" 52.4 40.5 33.5 28.8 25.5 23.2 21.3 19.9 °� i a --I 4►- 1.000" V `a H Z Q 9 I I �� X L11 m Q z TRIBUTARY WIDTH= Wl Z W2 ¢� p ui DESIGN PRESSURE LIMITS FOR 1"x 3-1/8"(LIGHT)MULLION(PSF) P TWO-WAY MULLIONS 0125' -, SPAN TRIBUTARY WIOTH'W 3.125° 'L' 1S" 24" 30" 36" 42" 48" 54" 60" L p 24" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 MULLION- 36" 200.0 200.0 200.0 200.0 191.4 1675 148.9 134.0 MULLION 48" 200.0 200.0 200.0 167.5 143.6 125.6 111.7 100.5 7L 0.375" 2 so" 200.0 200.0 160.8 134.0 114.9 100.5 89.3 ao.a 1" X 3-1/8" (LIGHT) MULLION z w) 72" 162.1 1215 97.2 81.0 69.5 60.8 54.0 48.6 ALUMINUM 6005-T'5 �+ 84" 102.1 76.5 61.2 51.0 43.7 38.3 34.0 30.6 H Q, 96" 68.4 51.3 41.0 34.2 29.3 25.6 22.8 20.5 �-w+ w2 > � IDS" 48.0 36.0 28.8 24.0 20.6 18.0 16.0 - TWO-WAY MULLION DIAGRAMS LiJ w AL TABLE NOTES: QUALIFIED ANCHOR CLIPS 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 2-4 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. O z 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS 7S ALLOWED. • • 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. • �� (c a 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: ��' •••••• �� •WOOD:#12 WOOD SCREWS ® O • O • . •CMU:3/16"ITW TAPCONS ~- •CONCRETE:3/16"ITWTAPCON5 'U' CLIP 2" X S"ANGLE CLIP L`= .METAL:12-14 SELF-DRILLING SCREWS(GRADE 5) ALUMINUM 6005-T5 ALUMINUM 6 y 6. INSTALLATION SUBSTRATES: *"MUST BE USED D IN IN PAIRS �mod,•'•. •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2'&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.5.6.=0.55. ULLIP FOR USE ONLY IN •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL MULLION-TO-MULLION ���i�y.••*pR��� BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. CONNECTIONS •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-U2".CONCRETE SHALL BE O • ii3^ m¢ z en MIN.4000 PSI. )"1O Z J u. F- •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. Q o a S u z 18 GA.(0.045"THICK)33 K5I YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5. O O • • pWG# NOTE:SEE SHEET 3 FOP SPECIFIC 'H' CLIP EA S056 CLIP TYPES AND DIMENSIONS. 5 O F 11 ALUMINUM 6063-T6 SHEETS DESIGN PRESSURE LIMITS FOR 1"x 3-1/8"(HEAVY)MULLION(PSF) ONE-WAY MULLIONS aapp��Qn/r/� SPAN TRIBUTARY WIDTH'W' Am mmr OTUAAL L 18" 24" 30" 36" 42" 48" 54" 60' aysrcwa 24" 200.0 200.0 200.0 200.0 2D0.0 200.0 200.0 200.0 MULLION w2 E„S�,uamE-av� 1o(m LAVA MOAO 36" 200.0 200.0 200.0 200.0 2D0.0 200.0 200.0 200.0 MULLION vHamol .":a�'rx i�9i�e9-=,1: 48" 200.0 200.0 200.0 2D0.0 200.0 200.0 200.0 200.0 L m 60" 200.0 200.0 200.0 19L4 276.7 167.5 162.4 160.8 w' N z#v% 72" 200.0 1 182.2 1 153.4 135.0 1225 123.9 109.0 104.1 Z f a m Y II £o 64" 1428 111.6 93.1 61.1 72.9 66.9 62.6 59.5 wl-�F-w2-•I e 96" 94.2 73.2 60.7 52.6 46.9 42.7 39.6 37.3 1D6" 6SA 50.6 41.6 36.0 32.9 26.9 26.7 24.9 ONE-WAY MULLION DIAGRAMS r 1.000" �' m m XQ W c C m C TRIBUTARY WIDTH= WS-W2 ^ w DESIGN PRESSURE LIMITS FOR 1"x 3-1/8"(HEAVY)MULLION(PSF) TWO-WAY MULLIONS 0.125" TRIBUTARY WIDTH' 'W w SPAN 3.125" I'- L' 18" 24" 30" 36" 42" 48" 54" 60" 24" 200.0 200.0 200.0 200.0 200.D 200.0 200.0 2D0.0 MULLION m MULLION µ.2 36" 200.0 200.0 200.0 200.0 191.4 167.5 148,9 134.0 I 49" 200.0 200.0 200.0 167.5 143.6 125.6 111.7 100.5 .J. 0.625" w, 1 z 60" 200.0 200.0 160.E 134.0 114.9 loos 89.3 80.4 " X 3-1/8" (HEAVY) MULLION z 72" 200.0 151.8 121.5 101.2 86.8 75.9 67.5 60.7 H p 64" 127.5 95.6 76.5 63.7 54.6 47.8 42.5 36.2 ALUMINUM 6005-T5 inH 96" 85.4 64.1 51-2 42.7 1 36.6 320 28.5 25.6 �wl-� wz- > v 108" 6D.o 4s.o 36.0 30.0 25.7 22-5 20.0 18.0 TWO-WAY MULLION DIAGRAMS W 0 rnBLENOTES; QUALIFIED ANCHOR CLIPS I. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 2-4 FOR TYPICAL INSTALLATION METHODS 6 CLIP DETAILS. 2 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THI5 SHEET FOR SPECIFIC MULLION DIMENSIONS. • O `���� �t b� ���`F 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: ��' •.•':y� ..A •WOOD:#12 WOOD SCREWS A O • O • p, i,-,•••• •CMU:3/16"ITW TAPCONS •CONCRETE;3/16"ITWTAPCONs 'U' CLIP 2" X 5" ANGLE CLIP u: •METAL:12-14 SELF-DRILLING SCREWS(GRADE 5) N:. a ALUMINUM 6005-T5 ALUMINUM 6063-T6 u1 6. INSTALLATION SUBSTRATES: -MUST BE USED IN PAIRS •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF I-1/2"d EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.=0.55. ii b •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4°6 EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL U CLIP FOR USE ONLY IN /y MULLION-TO-MULLION i��i .••k Pap`�„ 1C BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. CONNECTIONS C •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"A EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE MIN.4000 PSI. • • p Z •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. o o a" Z 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8'THICK ALUMINUM 6063-13. O • • • DWG#: NOTE:SEE SHEET 3 FOR SPECIFIC 'H' CLIP EAso56 CUP TYPES AND DIMENSIONS. ALUMINUM 6063-T6 SHEET: 6 OF 11 DESIGN PRESSURE LIMITS FOR 1"x 4`MULLION(PSF) ONE-WAY MULUONS ac�A SPAN TRIBUTARY WIDTH'W' �L� `4 fustem 'L' AACMT[CrunAL 18" 24" 30" 36" 42" 48" 54" 60" SYerwn 24" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 MULLION MULLION .-.l EA5TEMN AP4UECWP 1=09AVAR3AW 0N SYSTEMS 36" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 FT.MY05.FL 33913 PK(App1132-?2W Fx:R391319-2412 48" 200.0 2D0.0 200.0 200.0 200.0 20D.0 200.0 200.0 L 60" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 wf w H 72" 200.0 200.0 200.0 200.0 200.0 1 186.1 1 176.4 170.1 1I tt ,�0 0 i o 84" 1 200.0 185.7 155.0 135.0 121.3 111.4 104.2 99.0 96" 1569 1218 101.1 87s 1.000" 78.0 71.1 65.9 62.D ONE-WAY MULLION DIAGRAMS -1 a:6zTo ,3 <_ 10B" 108.9 84.2 69.6 59.9 53.1 48.1 44.4 41.6 m'� o m w J ~W C3 _1z n Z Q m W TRIBUTARY WIDTH= W3-W2 0.250` ui ui DESIGN PRESSURE LIMITS FOR 1"x 4"MULLION(PSF) w rn TWO-WAY MULLIONS 4.000" m SPAN TRIBUTARY WIDTH'W' w L' ~ 18" 24" 30" 36" 42" 48" 54" 60" 24" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.1) I -T MULLION MULLION I w 36` 200.0 200.0 200.0 200.0 200.0 200.0 200.0 1985 48" 200.0 200.0 200.0 200.0 200.0 186.1 165.4 148.9 L 0 I-Z250' Z 60" 200.0 200.0 200.0 198s 170.1 148.8 132.3 119.1 w1 133 X 411 MULLION O 72" 200.0 200.0 198.5 16SA 141.8 1.24.0 110.3 99.2 I �_4 Z ^ll ALUMINUM 6005-75 84" 200.0 159.2 127.3 106.1 90.9 79.6 70.7 63.7 I I H a 96" 142.2 106.6 85.3 71.1 60.9 S33 47.a 42.6 I-wi-I4-ws-I 108" 99.8 74.9 S9.9 49.9 42.8 37.4 33.3 30.0 TWO-WAY MULLION DIAGRAMS w 0 TABLE NOTES: QUALIFIED ANCHOR CLIPS 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLE5.SEE 5HEET5 2-4 FOR TYPICAL INSTALLATION METHODS 4 CLIP DETAILS. p 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. z 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. `. FL,O• ,1, 5. ANCHOR REQUIREMENTS: • • O • •WOOD:#12 WOOD SCREWS 0.. .CMU:3/16"TTW TAPCONS •CONCRETE:3/16"ITW TAPCONS U- H •METAL•12-14 SELF-DRILLING SCREWS(GRADE 5) N0E- 6. INSTALLATION SU85TRATES: •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"S EDGE DISTANCE OF 1".WOOD SHALL BE MIN.5.G.=0.55. • • o o `��•.. •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"6 EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL ANGLE CLIP �''o�y is PRO; BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"8 EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE ALUMINUM 6063-T6 MIN.4000 P5I. "MUST BE USED IN PAIRS Z-�-� Y LL Q •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. o o •?'� v S Z 18 GA.(0,045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5. 10 DWG#: NOTE:SEE SHEET 3 FOR SPECIFICe 50�� CLIP TYPES AND DIMENSIONS. r, SHEET: 7 OF 11 DESIGN PRESSURE LIMITS FOR 2"x 4"MULUON(PSF) ONE-WAY MULLIONS faste I SPAN TRIBUTARY WIDTH'W' L_ L 18" 24" 30" 36" 42" 48" 54' 60" �-7 9-Tima 24" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 2 MULLION wy e"re AWUTECTL�Lr vew; _1. =30 MULLION A, R3,P1339U uvnRu Rohn MYE 36" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 FM p09)432-220• Fx.(239)369-2412 48" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 L m 60" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 W H#v^ 72" 20D.0 200.0 200.0 200.0 200.0 197. o�` 0 186.8 180.1 " d>� 84" 200.0 200.0 200.0 191.0 171.5 157.6 147.5 1401 wt-I z-1 -c ` o 96" 200.0 282.3 151.3 230.9 116.7 106.4 98.6 92.8 2.0001, F►- a:5XL. Z Z W�3 108^ 163.0 126.1 104.1 89.6 795 72.0 66.4 62.1 ONE-WAY MULLION DIAGRAMS I I d m- y ; ACT,<m^ V Q ?Z<o l L m Q Z 7 d' Y TRIBUTARY WIDTH= Wl'W2 0.250" DESIGN PRESSURE LIMITS FOR 2"x 4"MULLION(PSF) 2 �' TWO-WAY MULLIONS 4.000" SPAN TRIBUTARY WIDTH'W' L 18" 2a" 30" 36" 42" 48" 54" 60" I--L I o 24" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 I MULLION m MULLION w2 36" VA 2VA 00.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48" 200.0 200.0 200.0 200.0 200.0 197.0 175.1 157.6 z L 0.250" 60" 2D0.0 200.0 200.0 200.0 180.1 157.6 140.1 126.1 VA 2" X 0'MULL)ON O Z wt 72" 200.0 200.0 200.0 175.1 150.1 131.3 116.7 105.1 F"( O ALUMINUM 6005-T5 V) r- 84" 200.0 200.0 180.1 150.1 126.7 112.6 100.1 90.1 I II H H 96" 200.0 159.5 127.6 106.4 912 79.8 709 63.8 F-WI-�I--WZ� W N 108" 149.4 112.0 89.6 74.7 64.0 56.0 49.9 44.8 TWO-WAY MULLION DIAGRAMS q� o TABLE NOTES: QUALIFIED ANCHOR CLIPS L SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 2-4 FOR TYPICAL INSTALLATION METHODS 4 CLIP DETAILS. Z 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS 15 ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. �• �c a�3ti 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. •Y `� O ' ; 5. ANCHOR REQUIREMENTS: •WOOD:#12 WOOD SCREWS O•• r` •CMU:3/16"ITW TAPCONS F- •CONCRETE:3/16"ITW TAPCONS u- :- •METAL:12-14 SELF-DRILLING SCREWS(GRADE 5) . • 6. INSTALLATION SUBSTRATES: �(i '•.•• ; •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"6 EDGE DISTANCE OF V.WOOD SHALL BE MIN.S.G.--0.55. '�b� F Al HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"A EDGE DISTANCE OF 2-U2".HOLLOW CMU SHALL ANGLE CLIP BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. ALUMINUM 6063-T6 N i= •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"6 EDGE DISTANCE OF 2-112".CONCRETE SHALL BE w" n a m vt MIN.4000 PST ""'MUST BE USED IN PAIRS I-In x ¢F. •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. THICK ALUMINUM 6063-T5. 0 WG o _ IS GA.(0.045"THICK)33 K5I YIELD.ALUMINUM SHALL BE MIN.1/8" #: NOTE:SEE SHEET 3 FOR SPECIFIC E A 505 6 CLIP TYPES AND DIMENSIONS. SHEET: 8 OF 11 DESIGN PRESSURE LIMITS FOR 2"x 6"MULLION(PSF) ONE-WAY MULLIONS Eesterrr SPAN TRIBUTARY WIDTH'W�L ,+ A0.W I"CCTURAL 'L, •JvwTL14s 18° 24" 30" 36" 42" 48" Sa" 60" -f 24" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 MULLION-, W2 E-TERN ARO tECTVkAL VSTEM3 =309Av a 90A MULLION FT.MYERS,R 339{] 36" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 --I 2.000" �+- r{r.am>432-ua PX(239)339-2412 48" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 L I m w( f w Z 50" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 Z o a $S 72" 200.0 200.0 200.0 200.0 200.0 197.0 186.8 180.1 � �m 64" 200.0 200.0 200.0 191-0 171.5 1'97.6 147.5 140.1 W1_I W2_ 0.250" ¢ 0 a m '' per. :z l9 SLL 96" zoD.o 200.0 186.8 161.6 144.1 131.3 121.8 114.E ONE-WAY MULLION DIAGRAMS <m X� ; a m W 108" 200 00 197.0 162.7 240.1 124.2 112.6 103.8 97.0 Q ZH4 LU mqZ� Wi.W2 6.000" ui ¢ P TRIBUTARY WIDTH o F' a 1 ' 0 DESIGN PRESSURE LIMITS FOR 2"x 6"MULLION(PSF) + a TWO-WAY MULLIONS SPAN TRIBUTARY WIDTH'W' �{+ L 18" 24" 30" 36" 42" 48" 54" 60" L I ¢o 24" 200.0 2DO.0 200.0 200.0 200.0 200.0 200.0 200.0 MULLION r 36" 200.0 200.0 200.0 200.0 200.0 20D.0 200.0 200.0 MULLION CA � 48" 200.0 200.0 2DO.0 200.0 200.0 197.0 17S.1 157.6 0.2 L 50" Z 60" 200.0 200.0 200.0 200.0 180.1 157.6 140.1 126.1 I 2"X MULLION z z 72" 200.0 200.0 200.0 175.1 150.1 1313 116.7 105.1 I p -jl, 84" 200.0 200.0 180.1 150.1 128.7 112.6 100.1 90.1 ALUMINUM 6005-T5 ul)II H 96" 200.0 197.0 157.6 131.3 112.6 98.5 87.6 78.8 w7-4--W2 V W los" 200.0 175.1 u lao.1 sa 100.1 Bz6 779 70.0 TWO-WAY MULLION DIAGRAMS W L TABLE NOTES: QUALIFIED ANCHOR CLIPS 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 2-4 FOR TYPICAL o o e e INSTALLATION METHODS d CLIP DETAILS. +Z11.1 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 1; ��1� ol- 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 0�. � ••��� 5. ANCHOR REQUIREMENTS: •WOOD:#12 WOOD SCREWS 0. •CMU:3/16"ITW TAPCONS LL •CONCRETE:3/16"ITW TAPCONS �:• � •METAL:12-14 SELF-DRILLING SCREWS(GRADE 5) e 6. INSTALLATION SUBSTRATES: • • • • . '`L••,• •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"d EDGE DISTANCE OF 1".WOOD SHALL BE MIN.Ss:O.55. ANGLE CLIP 0.� •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4°d EDGE ALUMINUM 6063-T6 �- DISTANCE OF 2-1/2".HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING {ii� m,� m 2 TO ASTM C 90. Ell BE USED IN PAIRS o 0 3 Y= U 2 •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"d EDGE a v3 DISTANCE OF 2-1/2".CONCRETE SHALL BE MIN.4000 PSI. •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND DWG#: METAL STRUCTURE.STEEL SHALL BE MIN.IS GA.(0.045"THICK)33 KSI YIELD. NOTE:SEE SHEET 3 FOR SPECIFIC EA 5056 ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-75. CLIP TYPES AND DIMENSIONS. I SHEET: 9 OF 9 1 fasL A0.6N1TE TUm C 9YOiCNP1 --I 2.000" {-+— Q�+`IFJW MORTFCNRN.srs]exs I I00]0 MVANiA pOAp PT.MYER•,FL 3391] PW(/OOI 43i-I1W FA(239)3692412 0.250" H 0.250" 0.250" 6.000' 0.125" m a 0.125" 31125" 3.1I25" 4-000" 4.000" Z Q —L —1IL j� [n JHmnff V H Z Q q W m Q W a w 0.375" 0.625" 0.250 0.250' 0.250" a M 1"X 3-1/8"(LIGHT) 1"X 3-1/8"(HEAVY) 1"X 4" 2"X 4" 2"X 6" MULLION MULLION MULLION MULLION MULLION Lu USE WITH CLIP TYPEM USE WITH CLIP TYPE ): USE WITH CLIP TYPE(5): USE WITH CLIP TYPE(5): USE WITH CLIP TYPE(5): o 1"'H'CLIP I.'H CLIP ANGLE LLIPS(PAIRS) 2"`H'CLIP 2"'H'CLIP • 1"'U'CLIP • i",U'CUP USE CLIP DEPTH=3-1/2" • 2"'F'CLIP 2"'F'CLIP m • 1"'F'CLIP • 1"'F'CLIP ANGLE CLIPS(PAIRS) ANGLE CLIPS(PAIRS) • ANGLE CLIPS(PAIRS) • ANGLE CLIPS(PAIRS) USE CLIP DEPTH=3-1/2" USE LLIP DEPTH=5-i/2" Lo Z USE CLIP DEPTH=2-3/8" USE CLIP DEPTH=1-7/8" C) H o u H � H u W W NOTE:SEE SHEET 3 FOR SPECIFIC DC CLIP TYPES AND DIMENSIONS. O Z N y, m Q m Z J N ¢on == cQiZ EA5056 SHEET:10 OF 11 I/�%Ij/i/,�II�%,//j -- `������iiriii.�Jliiiii/J /III/ %%%%%%%%% �__iiil('-iii%if• iii'"i:•%iii� I/j/I/ il/j�/ //�/ Ili /I/I I r 711 / J /•LI •.A• I /I / �// // •