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Florida Building Code Online Page 1 of 2 ' S Esq t SCIS Home j Log In User Registration Hot Topic j Submit Surcharge M Stats&Facts i Publications Contact Us BCIS Site Map,E Links Search.I. bo, a '°r31gduct Approval USR:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail ( � FL# FL6067-R9 FRECIEVEDApplication Type Revision5Code Version 2017 3 ,S 19 Application Status Approved ST. Lucie County, Permitting Comments Archived 0 Product Manufacturer Silver Line Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick,NJ 08902 (732)435-1000 jonberrian@slbp.com Authorized Signature Jon Berrian jonberrian@slbp.com Technical Representative Jon Berrian Address/Phone/Email One Silverline Drive North Brunswick,NJ 08902 (732)435-1000 jonberrian@sibp.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional.Engineer Is D Evaluation Report-Hardcopy Received ktd Florida Engineer or Architect Name who developed Hermes F.Norero,P.E. the Evaluation Report Florida License PE-73778 Quality Assurance Entity Window and Door Manufacturers Association-QA Quality Assurance Contract Expiration Date 08/03/2021 Validated By Locke Bowden P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL6067 R9 COI COI Silverline SS 2017-06-14.odf Referenced Standard and Year(of Standard) Standard Year ASTM E 330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs4Yr43 ec4OR5n5vm... 9/1/2019 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 02/22/2019 Date Validated 02/23/2019 Date Pending FBC Approval 03/02/2019 Date Approved 04/16/2019 Summary of Products FL# Model,Number or Name Description 6067.1 Series 2723/2724/2728 Structural Beam Mullion Limits of Use Installation Instructions Approved for use in HVHZ:No FL6067 R9 II SDWO14 SS 2019-02-22.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:See Installation Instructions and Product Evaluation FL6067 R9 AE PER5510 SS 2019-02-22.Ddf Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes requirements and limits of use. C� 6067.2 Series 2723/2724/2728 Structural Beam Mullion Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL6067 R9 II SDWO15 SS 2019-02-22.pdf 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:See Installation Instructions and Product Evaluation FL6067 R9 AE PER5511 SS 2019-02-22.rdf Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes requirements and limits of use. 6067.3 Series 7537 Structural Beam Mullion Limits of Use Installation Instructions Approved for use in HVHZ:No FL6067 R9 II SDWO16 SS 2019-02-22.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:See Installation Instructions and Product Evaluation FL6067 R9 AE PER5218 SS 2017-10-19.Ddf Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes requirements and limits of use. Back Next 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 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 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 hem. Product Approval Accepts: Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs4Yr43ec4OR5n5vm... 9/1/2019 AMERICAN CRAFTSMAN WINDOWS PLY GEM WINDOWS : SilverLine SILVER LINE WINDOWS AND DOORS AMERICAN 1PNG WINDOWS AND SILVER IINE EMWIVSAND DOORS ONE SILVERLINE DRIVE SERIES 2723 (PART#230295), 2724, 2728 (PART#230296) NORTH PN:(800)2M4228 BR800)2M4228 902 STRUCTURAL BEAM MULLION (HVHZ) (IMPACT) GENERALNOTES: Wl W2 L to j 1Z n. II{-- A 1. THE PRODUCT BUILDING CODE(BC)NINCLUDINGHEREIN IS DHVHZ AND HAS BEEN EVALUATEDESIGNED AND MANUFACTURED ACCOORDING TOT E FOLLOWING:MPLY WITH THE CURRENT FLORIDA I 4 N m a g s a TAS 203-94 N¢ Z s s TAS 202-94 C Imo-Do—Z o TAS 201-94 UY2 Q Q¢�¢ZJ W 3 ASTM E330 ❑ N j`¢ m m 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRYAND 2X FRAMING ASA MAIN WIND FORCE L N n o RESISTING SYSTEM CAPABLE OFWITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADSTOTHE N� w ¢ \a FOUNDATION ISTHE RESPONSIBILITY OFTHE ENGINEER OR ARCHITECT OF RECORD FORTHE PROIECTOF B B Ln 0 w INSTALLATION. q q OH a Wl REMARKS BY DATE 3. SX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TOY OF THE ENGINEER ALL LOADS T THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. A 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR q A 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 A .—D...DR ESNENS.—eFn DOCUMENT IN NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM q DMAY NDTPErLECf ACN1LL[DNDRxIHS H)RASREOn MIAMI-DADE RER. SIfE1FSREREQUI 10ENTS. DISTANAn RRDMTNERF9DIRE TE9 DETAREDrFADN,AH@iSTD S. MULLION&CLIP MATERIAL:ALUMINUM 6063-T6 FNGiHFERORAppRR. ECTSMALLRREDARFSIIESREGnC C W2 C Digitally sign PAA"dl Norero,P.E 6. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL 4 4 DReas ale* \ybhi 's dGf'jplent Dates 7. SEE SHEETS 5.10 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS, MULLION CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. g L ' ,••�,\•E S••• 'P �� B B B � • 8. IN ACCORDANCE WITH THE CURRENT FBC CH2O DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME 4 4 W1 .7 7 INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED. '� SA OF a � TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION A '�S O E.N.1 GENERAL NOTES AND TYPICAL ELVATIONS F1DRmA PL OPS.NOLL WlJ LIM Ise E D�AN'OBEAO�BL /37E 2 MULLIONS CROSS SECTIONS 'ANA BEAW.n 9WWff 3 TYPICAL ELEVATIONS EE PE mLL 0i A0TxO mAnON Na 20.57E � 3 ANCHOR CLIP CONFIGURATIONS FL#: ` c 4 VERTICAL SECTIONS&ANCHOR SCHEDULES INSTRUCTIONS: FL6067 5 ANCHOR LOAD TABLES FOR 2723(PART#230295)ONE-WAY MULLION 1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. DATE: 02/11/19 2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. DWG.BY: CHK.BY: i 3. DETERMINE WHETHERASSEMBLY REQUIRES ONE-WAY ORTWO-WAY MULLIONS:6 ANCHOR LOAD TABLES FOR 2723(PART#230295)TWO-WAY MULLION . ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF ONE-WAY MULLIONS. HR H FN 7 ANCHOR LOAD TABLES FOR 2724 ONE-WAY MULLION • ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH MULTIPLE MULLIONS REQUIRE SCALE: NTS USE OF TWO-WAY MULLIONS. 8 ANCHOR LOAD TABLES FOR 2724Tw0•WAY MULLION 4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN PRESSURE OF OPENING DWG.#: SW D015 USING CHARTS ON SHEETS 6-10. SHEET 9 ANCHOR LOAD TABLES FOR 2728(PART#230296)ONE-WAY MULLION S. QUALIFIED CUP TYPES APPEAR ON SHEETS 3&4.MULTIPLE ANCHOR TYPE/SUBSTRATE/CLIP COMBINATIONS WITHIN AN OPENING ARE ALLOWED. 10 ANCHOR LOAD TABLES FOR 2728 PART#230296)TWO-WAY MULLION 6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL GOVERN OVERALLASSEMBLY ( DESIGN PRESSURE RATING. OF 10 Silver Line wlNoows•Doonsa AMERICANCRAFISMANWINDOWS SPLYGEM WINDOWS SILVER LINE WINDOWS AND DOORS ONESILVERONE DRIVE NORTH EIRDNSWICK,N108902 PH:1800) �N rv�p z� =•J z U1 d E>1 J 5 aTe, o OQ � �oN��G ora $ "Em�a� c�mmaaa Ziaa Q OCJ NV �W� 3 1.00" ^Damao .0 m m m \a(/ IiiW N j Q ~ a 0.101 0.10E 0.1011 N 00 REMARKS BY DATE i, Ln _ r i v Ln v N - o ONo in ni N Lr Ln N N Lr O N O T NEINSTAHATroNDET ODE—SED NERD—GMEN D IMYNOTRERERACNALWNDRIONSFORASPEON SDE6SITEWNDMMSCROSSINVT TIONTODEVUTE FROM ME REOOIREM I-S OETW IED NE—.A DGMED ENGINEERORMO— 51WLPREMJiE9 SPEONC 1.00" Li--00" SERIES 2723 (PART#230295) SERIES 2724 SERIES 2728(PART#230296) TUBE MULLION TUBE MULLION TUBE MULLION -* E a 5 A OF (Y O IDP•',��: NOTE: s �O� 1. MULLION PROFILES SHOWN ABOVE ARE FLORIDA F1DfOpA P.E.DND,INC OF ALUMINUM, 6063-T6 MATERIAL DROPS,WC see DEAMA�BP F SIwW.f/ax 2. SEE SHEET 3 FOR SPECIFIC CLIP TYPES'� n�N6�y� FL#: AND DIMENSIONS. FL6067 O DATE: 02/11/19 DWG.BY: CHK.BY: HR HFN $ SCALE: NTS DWG.#: SWD015 SHEET OF 10 7.68" 7.68" Silver Line .1 .1 .1•� wlNoowa•000ns^ 1.12" 2.2511 1.12 '1.'15" 2.25" 2.25" AMERICANCRA MANWSNDOWS L G SILVER NNE WINDOWS AND DOORS ONE SILVERNNE DRIVE NORTH 01 ONSWICI(,NI 08902 DH:(80 344228 �ZZ za N p S E N b j F 9 s O Qpm Na �"as LL�i ^oo�=D m a 4 CL �� a ~ SEE DETAILS 1&2 - ~ SEE DETAILS 1&2 _ REMARKS BY DATE N BELOW N N BELOW O N O EINSTAOA---BED NERONMEOFN DIMYNOTRENERARD CO DOID WRASREOR 511E ITSOECONDATONS..WRRL .TO D—TE p R10M 1NE REOu1RFMENiSORAIUDHWIN.AOCFNSFD 7.68" 7.68" NGNEE ORMCN ERSULLOREDARES ESPEO"[ MULLION ANCHOR BRACKET 50-2722 PART#230297 [20 ````„11L1'+r,'''' ( ) MULLION ANCHOR BRACKET 50-2722 (PART#230297) �.�%% E o ALUMINUM (6063-T6) ALUMINUM (6063-T6) �� E s' • �o''? N (6)ANCHORS FOR WOOD SCREW OR MULLION TO MULLION ANCHORING (4)ANCHORS FOR CONCRETE &CMU ANCHORING =* ' ' S* _a S A OF i � i O IDP• •�V�: En Ln O 'N +sl raok?FLOFWA d O O No 73773 Burma OOROM NO 395 E.DATOA BEAON BLVD./SH DANA BEACH.R 1SWi EBPE CERT.DE AOTHONQATIax ND.257E g DETAIL 1 DETAIL 2 FL#: FL6067 COUNTERSINK HOLE THROUGH HOLE DATE: 02/11/19 DWG.BY: c"HF NOTE: N 1. EITHER OF THE DETAILS SHOWN ABOVE CAN BE USED AS THE TYPE OF HOLE SCALE: NTS THROUGH THE MULLION ANCHOR BRACKET,AS LONG AS MIN. EDGE DWG•#: SWD015 _ DISTANCE AND MIN, EMBEDMENT REQUIREMENTS ARE MET. SHEET OF 10 MIN.1-3/8" 1 ANCHOR,#8-3/4"SELF 8 MAX.2-1/4" MAX.11/B" ACHING SIDE OF HE FROM Silver Line EDGE DISTANCE SUBSTRATE BY OTHER MIN.1/2 MULLION INTO THE WINDDWs•D..., BRACKET,STAGGERED AS EXTERIOR INTERIOR AMERICAN CRAFTSMAN WINDOWS EXTERIOR NECESSARY TO AVOIDPLY GEM WINDOWS MULLION ANCHOR INTERFERENCE SILVER LINEWINDOWSANDDDORS I I II I I II �BRACKET502722 ONESILVERLINEDRIVE NORTHHRONSWICE,N108902(PART#230297) MIN.VERTICAL EDGE DISTANCE PH:(800)23"22 MULLION MAX.11/8" 1 MIN.1/2" N N 1 ANCHOR,#8-3/4"SELF I I 1/4"MAX. N j 0 z 3 DRILLING SCREW FROM 11 i I I MIN.1-3/8" 2 N EACH SIDE OF THE 1 -- MAX•2-1/4" MULLION INTO THEo N bio OR s= EDGE DISTANCE ry m�z BRACKET,STAGGERED AS L`^y M Qa 5 9 x X i, NECESSARY TO AVOID N C rw c7 MIN.EMB. 1.�W�� Z`_�� INTERFERENCE Cc m N p g<' VERTICAL MULLION e a _ Pe 3 SUBSTRATE BY OTHERS MULLION ANCHOR N �m m BRACKET 5D-2722 N N V J W MIN. INTERIOR (PART 0210297) W N a EDGE DISTANCE MIN.EMB. P:In n 1/4"MAX. REMARKS BY DATE (A) ANCHOR DETAIL g ANCHOR DETAIL 4 ULUON ANCHOR BRACKET 50.2722(PART#230297) 4 MULLION ANCHOR BRACKET 50-2722(PART#230297) xsEAUAExIx oEENES DEsau AREDEx Tx o Lar xm RENELT ACNAL mriolrora wx A svEax sII[B sRE mxDmaxs ulaE vurauAnox m oEvuTE FRDM ME xEDGIRFMENIS DEEAxFD XFADN,A IYffiD (6)#12 SELF EN�NEERORAPOU}ERSXNLPREPARESRE SPEGix: MIN. DRILLING SMS SCREW ANCHOR SCHEDULE FOR MULLIONS ``l�llltlllJ��� EDGE HORIZONTAL DISTANCE TRANSOM SCREW EMBEDME EDGE % MULLION SUBSTRATE INSTALLATION CITE PER ANCHOR TYPE NT DISTANCE TYPE LOCATION (IN.) (IN.) �Y S �O S 1/4"MAX. .7 MIN.EMBED ,* N 7 MAX.11/8" ANCHOR BRACKET -d S A OF VERTICAL g MIN.1/2" MULLION l ANCHOR,98-3/4"SELF WOOD 50-2722#230297)RT 6 #12 WOOD ANCHOR 1.5 0.75 O,p� - O IDP'•' 4CrDRILL `� MULLION ANCHOR I I I i ACHISIDE OF THE NG SCREW FROM ANCHOR BRACKET /S' O L �"S' BRACKET 50-2722 II II MULLION INTO HE CONCRETE/ 50-2722 PART Q H°�lto ..Kit)a'E. I I I I ( �'O ITW TAPCON 1.0 2.00 FLORIDA PM ND73M (PART#230297) I I I I BRACKET,STAGGERED AS MASONRY BUILDING DROPS.INC #230297) 39e C.DARA BEKH BLVD.f� NECESSARY TO AVOID INM REAM n liana E EXTERIOR INTERIORR3PE MT.a AMORQATION Na 2957E INTERFERENCE ALUM. ANCHOR BRACKET MIN.1-3/8" MULLION/ALUM. 50-2722(PART 6 #12 SELF-DRILLING SMS 3 THREADS 2.00 FL#: MAX.2-1/4" /STEEL #230297) F L6067 EDGE DISTANCE DATE: 02/11/19 VERTICAL SECTION NOTE NOTE DWG.BY: CHK.BY: 4 ALUMINUM MULLION -HEAD,SILL AND JAMB HAVE DETAILS SHOWN ARE TYPICAL FOR ALL H R H FN SIDE VIEW-VERTICAL SIMILAR DETAILS MULLION&CLIP ASSEMBLIES.SEE SCALE: NTS SHEETS 5-10 FOR ALLOWABLE MULLION DWG.#: SW D015 CONFIGURATIONS,SIZES,AND DESIGN $ PRESSURES. SHEET OF 10 Y F 5 MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS Silver Line 7 (ONE-WAY) WINDOWf•DODRS•- a L-Mull W-Tributary Width(in) AMERICAN CRAFTSMAN WINDOWS ' in Length WS ( ) 18.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 46.0 48.0 50.0 52.0 SILVER PLY GEM WINDOWS UNEWINDOWSAND DOORS 24.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ONESILVERLINE DRIVE 26.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 NORTH BRUNSW CK,NE 0002 28.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 PH:(EDO)73id778 30.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 =Z z 32.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ^L O 34.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 100.0 100.0 100.0 100.0 MULLION 36.0 100.0 100.0 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 100.0 100.0 100.0 1 100.0 100.0 100.0 r L N to Z o S $ O NZIjr Km •P�- 38.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 m O ¢o o 6 ^ 40.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 MULLION +i N¢a o C9 s;A ' 42.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 z m Z'Z o l l 44.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 .¢a CC _2 a S 46.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 a - 7)` `' m^ 48.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 I I I N11 N.0 G N mo 50.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1-WS-I I- a 52.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ry a 54.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 Fy a 56.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.6 99.0 ONE-WAY MULLION DIAGRAMS REMARKS BY DATE 58.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.3 97.5 95.9 94.6 93.6 92.8 60.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.1 96.5 94.2 92.3 90.7 89.3 88.2 87.3 62.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.5 94.5 91.9 89.6 87.7 86.0 84.6 83.4 82.5 64.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.6 93.2 90.3 87.7 85.5 83.5 81.8 BoA 79.2 78.1 66.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 92.7 89.3 86.4 83.9 81.7 79.7 78.0 76.6 75.3 74.2 68.0 100.0 100.0 100.0 100.0 100.0 100.0 97.1 92.8 89.0 85.8 82.9 80.4 78.2 76.3 74.6 73.1 71.8 70.7 A„c,xAUDaANOETA i-ELEDxFApx.uDNl 70.0 100.0 100.0 100.0 100.0 100.0 98.4 93.6 89.3 85.7 82.5 79.7 77.2 75.0 73.1 71.4 69.9 68.6 67.5 DAlAYxOTREp1ECEA CIDIDRIONSEORASPEDS SDEli SxEEONDIDOE CADSE IxnuunoNro DEVIAAF 72.0 100.0 100.0 100.0 100.0 100.0 95.1 90.3 86.1 82.5 79.4 76.6 74.2 72.1 70.2 68.5 67.0 65.7 64.5 E"�NGNTMEENOR"ARNERSPLLp�RFp"�NEA�LD ARE 74.0 100.0 100.0 100.0 100.0 97.3 91.9 87.2 83.2 '79.7 76.6 73.9 71.5 69.3 67.5 65.8 1 64.3 63.0 61.8 TABLE NOTES: ��• �� E S A •� 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS QUALIFIED ANCHOR CLIPS �* N .7 7 &CLIP DETAILS. 6 S A OF 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. �.�� 0 IDP•' <u S4. SEE SHEET. ANCHOR REQUIREMENTS:3FOSPIFIC BRACKET DIMENSIONS. /O NER,4t11rR6?b.E •WOOD:#12 WOOD SCREWS PL.MIDA P.E.ND 7371E 91EDN0 DROPS INC 3M E DAIM BEACH BLVD. ]Y •CMU:1 4"ITW TAPCON D,,,BA�Et L3W •CONCRETE:1/4"ITW TAPCON MULLION ANCHOR BRACKET 50-2722(PART#230297) FEIPE CERET.OF AUTHOWATION Ift 2115711 •METAL:#12 SELF-DRILLING SCREWS(GRADE 5) ALUMINUM(6063-T6) FL#: 6. INSTALLATION SUBSTRATES: FOR WOOD SCREW OR MULLION TO MULLION ANCHORING F L6067 •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 0.75". DATE: 02/11/19 WOOD SHALL BE MIN.S.G.=0.55. DWG.BY: CHK.BY: •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1"&EDGE DISTANCE OF 2". 0.10• z.17• 3.2s• 0 0 HR HFN HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. SCALE: NTS •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2". o.31 + t 7s DWG.a: SWD015 CONCRETE SHALL BE MIN.4000 PSI. •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. �-I 1.00 G- SHEET STEEL SHALL BE MIN.18 GA.(0.045"THICK)33 KSI YIELD &ALUMINUM SHALL BE MIN.0.1" MULLION ANCHOR BRACKET 50-2722(PART#230297) 2723 ALUMINUM(6063-T6) THICK ALUMINUM 6063-T6.WITH MIN.EDGE DISTANCE OF 1"FOR BOTH ALUM.AND STEEL. PART#230295 FOR CONCRETE ANCHORING OF 10 E g MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(TWO-WAY) Silver Line 7 ` L-Mull W-Tributary Width(In) wlNoows•000Rs- 3 ( In AMERICAN GEM WINDOWS NDOWS Length 9 ( ) 18.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 46.0 48.0 50.0 52.0 SILVER UNE WINDOWS AND MOM 24.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ONE SILVERUNE DRIVE 26.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 NORTH BRUNSWICK,NJ 08902 28.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 PH:180013341328 30.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.0 `r 32.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 92.8 Nzz p Z 34.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.7 94.6 90.8 87.3 36.0 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 97.5 93.2 1 89.3 85.8 82.5 m m Z �m o 38.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.7 92.3 88.3 84.6 81.2 78.1 M N 0 aid d a s 40.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 91.9 87.7 83.9 80.4 77.2 74.2 m i¢ m m A A MULuON fi LU o Z s<- 42.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.7 91.9 87.5 83.5 79.9 76.6 73.5 70.7 L d Dt Q- N 0 o o h 44.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.5 92.3 87.7 83.5 79.7 76.3 73.1 70.2 67.5 - � ¢�.l N o �W 46.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.7 93.2 88.3 83.9 79.9 76.3 73.0 69.9 67.1 64.5 MULLION W2 m`4�>j m E 48.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 94.6 89.3 84.6 80.4 76.6 73.1 69.9 67.0 64.3 61.8 N aD=x 2 m' 50.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 90.8 85.8 81.2 77.2 73.5 70.2 67.1 64.3 61.7 59.4 L N n j�� W 52.0 100.0 100.0 100.0 100.0 100.0 100.0 99.0 92.8 87.3 82.5 78.1 74.2 70.7 67.5 64.5 61.8 59.4 57.1 54.0 100.0 100.0 100.0 100.0 100.0 100.0 95.3 89.3 84.1 79.4 75.2 71.5 68.1 65.0 62.1 59.6 57.2 55.0 w2 w V' 56.0 100.0 100.0 100.0 100.0 100.0 98A 91.9 86.1 81.1 76.6 72.5 68.9 65.6 62.6 59.9 57.4 55.1 53.0 ~ 58.0 100.0 100.0 100.0 100.0 100.0 95.1 88.7 83.2 78.3 73.9 70.0 66.5 63A 60.5 57.9 55.4 53.2 51.2 I REMARKS BY DATE 60.0 100.0 100.0 100.0 100.0 99.0 91.9 85.8 80.4 75.7 71.5 67.7 64.3 61.3 58.5 55.9 53.6 51.5 49.5 wr V.-{ 62.0 100.0 100.0 100.0 100.0 95.8 88.9 83.0 77.8 73.2 69.2 65.5 62.2 59.3 56.6 54.1 51.9 49.8 47.9 64.0 100.0 100.0 100.0 100.0 92.8 86.1 80.4 75.4 70.9 67.0 63.5 60.3 57.4 54.8 52.4 50.3 48.2 46.4 TWO-WAY MULLION DIAGRAMS 66.0 1 100.0 100.0 100.0 97.5 90.0 83.5 78.0 73.1 68.8 65.0 61.6 58.5 55.7 53.2 50.8 48.7 46.8 45.0 68.0 100.0 1100.0 100.0 94.6 87.3 81.1 75.7 70.9 66.8 63.1 59.7 56.8 54.1 51.6 49.4 47.3 45.4 43.7 70.0 100.0 100.0 100.0 91.9 84.8 78.8 73.5 68.9 64.9 61.3 58.0 55.1 52.5 50.1 47.9 45.9 44.1 42.4 o'"u��'rxornr"nLco`rT�c 03NDlnCINSFORAAM TRIBUTARY WIDTH= Z �oxE[noRRiDw=MaSS MMREnomE�L�h 72.0 100.0 100.0 97.5 89.3 82.5 76.6 71.5 67.0 63.1 59.6 56.4 53.6 51.0 48.7 4Il- 6.6 44.7 42.9 41.2 W1+W2 mDa EREaumDEHrsDETUEDHDVR,AuaNSEo 74.0 100.0 100.0 94.8 86.9 80.2 74.5 69.5 65.2 61.4 57.9 54.9 52.2 49.7 47.4 45.3 43.5 41.7 40.1 ```` TABLE NOTES: ��` ........S 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS QUALIFIED ANCHOR CLIPS ;* N 7 7 &CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. S A OF a 4u 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. %�.c O IDP:' �� S. ANCHOR REQUIREMENTS: r O L � •WOOD:#12 WOOD SCREWS HERIR5r1.)ab�A PE FLORIDA P.E.No 73778 •CMU:1/4"ITW TAPCON US E oB 6Axu'OBuw PI 3W DANIA BFAOL PL 33001 • Zls]B CONCRETE:1/4"ITW TAPCON MULLION ANCHOR BRACKET 50-2722(PART#230297) iEPE CERT.W AUTHOMATION No. •METAL:#12 SELF-DRILLING SCREWS(GRADE 5) ALUMINUM(6063-T6) FL#: 6. INSTALLATION SUBSTRATES: FOR WOOD SCREW OR MULLION TO MULLION ANCHORING F L6067 •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 0.75". DATE: 02/11/19 WOOD SHALL BE MIN.S.G:0.55. DWG.BY. CHK.BY. •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1"&EDGE DISTANCE OF 2". 0.10• 2.07• 3.29• O O HR HFN HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. NTS •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2". D375" SCALE: CONCRETE SHALL BE MIN.4000 PSI. DWG•n: SWD015 •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. �I 2.oD I- SHEET STEEL SHALL BE MIN.18 GA.(0.045"THICK)33 KSI YIELD &ALUMINUM SHALL BE MIN.0.1" 2723 MULLION ANCHOR BRACKET 50-2722(PART#230297) THICK ALUMINUM 6063-T6.WITH MIN.EDGE DISTANCE OF 1"FOR BOTH ALUM.AND STEEL. PART#230295 ALUMINUM(6063-T6) �0 FOR CONCRETE ANCHORING OF 10 g MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(ONE-WAY) Silver Line p v M WINDOWS•DOORs- a L-Mull W-Tributary Width(in) AMERICAN CRAFTSMAN WINDOWS D Length(in) 18.0 20.0 1 22.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 46.0 48.0 50.0 52.0 PLY GEM WINDOWS 24.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 SILVER LINE WINDOWS AND DOORSONE SIWERUNEDRM 26.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 NORTH BRUNSWICK,W 08903 28.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 PH.(80012304228 30.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 v 32.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 C4j 0 z A 34.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 160.0 100.0 100.0 100.0 x 36.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 MULLION m!o Z)_m 0�a 38.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 �-L-� c N G ra -`• Y 40.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 �m i a ILI m a 42.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 MULLION,, F- W Z2 z-< CX�m`.z 5HE 44.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 L N g �,2 46.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 >> m^ 48.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 N _ m 50.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 I IIII I W1 N A / 52.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 100.0 100.0 100.0 ti ¢ a 54.0 100.0 100.0 100.0 100.0 100.0 1 100.0 100.0 1100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 W 56.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.6 99.0 ^ a 58.0 100.0 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.3 97.5 95.9 94.6 93.6 92.8 ONE-WAY MULLION DIAGRAMS REMARKS BY DATE 60.0 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.1 96.5 94.2 92.3 90.7 89.3 88.2 87.3 62.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.5 94.5 91.9 89.6 87.7 86.0 84.6 83.4 82.5 64.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.6 93.2 90.3 87.7 1 85.5 1 83.5 81.8 80.4 79.2 78.1 66.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 92.7 89.3 86.4 83.9 1 81.7 1 79.7 78.0 76.6 75.3 74.2 68.0 100.0 100.0 100.0 100.0 100.0 100.0 97.1 92.8 89.0 85.8 82.9 80.476.3 74.6 73.1 71.8 70.7 70.0 100.0 100.0 100.0 100.0 100.0 98.4 93.6 89.3 85.7 82.5 79.7 77.2 75.078.2 73.1 71.4 69.9 68.6 67.5 `o'w r mT ORriIE"cr"Ac uAA CDNDRgN5E0RA5PEC61 72.0 100.0 100.0 100.0 100.0 100.0 95.1 90.3 86.1 82.5 79.4 76.6 74.2 1 72.1 1 70.2 68.5 67.0 65.7 64.5 NelvvcmxomaxswrsLwsuNAnorvmomAh moN+TxE RLDuuIDnLxrs onAnm xDwrv,Auo:xuo 74.0 100.0 100.0 100.0 100.0 97.3 91.9 87.2 83.2 79.7 76.2 73.0 70.2 67.7 65.5 63.5 61.8 60.2 58.9 FNGINEFA DKMOxE25HA PREPMES ES fRC ol TABLE NOTES: jio�. 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS QUALIFIED ANCHOR CLIPS * N .7 7 &CLIP DETAILS. S A OF i 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.4. SEE SHEET 3 FOR SPECIFIC p tpP•: EQUIREM NTS:BRACKET DIMENSIONS. S. ANCHOR IEIIIRS FORFRO.Pd O.F.P •WOOD:#12 WOOD SCREWS RMA NR 7177E •CMU:1/4"ITW TAPCON IlDwO MN B wC J9E E BDAONU B ma BLw. 73E DNDA SDK FL 2300 FBPE AlI1N0f02ATRM1 •CONCRETE:1/4"ITW TAPCON MULLION ANCHOR BRACKET 50-2722(PART#230297) 031T.w Na 2857E •METAL:#12 SELF-DRILLING SCREWS(GRADE 5) ALUMINUM(6063-T6) FL#: 6. INSTALLATION SUBSTRATES: -i 1.00' 1- FOR WOOD SCREW OR MULLION TO MULLION ANCHORING F L6067 •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 0.75". DATE: 02/11/19 WOOD SHALL BE MIN.S.G:0.55. DWG.BY: CHK.BY: •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1"&EDGE DISTANCE OF 2". 0.10• 2.07. 3.83• O O HR HFN HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. SCALE: NTS •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2". 0.25• DWG.#: SWD015 CONCRETE SHALL BE MIN.4000 PSI. •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. 1.00• SHEET STEEL SHALL BE MIN.18 GA.(0.045"THICK)33 KSI YIELD &ALUMINUM SHALL BE MIN.0.1" MULLION ANCHOR BRACKET 50-2722(PART#230297) �j THICK ALUMINUM 6063-T6.WITH MIN.EDGE DISTANCE OF 1"FOR BOTH ALUM.AND STEEL. 2724 ALUMINUM ANCHORING T6) (/ FOR CONCRETE ANCHORING OF 10 S Silver Line MAXIMUM DESIGN PRESSURE CAPACITY CHART PSF:STRUCTURAL MULLIONS TWO-WAY ) (TWO-WAY) `�/ wlxGows•GooAs- iL-Mull W-Tributary Width(in) AMERICAN CRAFTSMAN WINDOWS ' Length(in) PLY GEM WINDOWS 1&0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 46.0 48.0 50.0 52.0 SILVER UNE WINDOWS AND DOORS 24.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 NORTH BRUOH BRUNSSWIM DR VE CK.N108902 26.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 PH:(11M)23aa22e 28.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 v 30.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.0 r4 x 2 z a 32.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 92.8 E 34.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.7 94.6 90.8 87.3 E%+ � a E�1!8 �e� J Q 36.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.5 93.2 89.3 85.8 82.5 c m g E F �-.-q38.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.7 92.3 88.3 84.6 81.2 78.1 Nog c o o s a s o 40.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 91.9 87.7 83.9 80.4 77.2 74.2 EQ„g z A!; 42.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.7 91.9 87.5 83.5 79.9 76.6 73.5 70.7 L DD^z 44.0 100.0 '100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.5 92.3 87.7 83.5 79.7 76.3 73.1 70.2 67.5 _T MULLION .¢�¢ �� j 46.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.7 93.2 88.3 83.9 79.9 76.3 73.0 69.9 67.1 64.5 MULLION W2 N a 2M m CO 48.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 94.6 89.3 84.6 80.4 76.6 73.1 69.9 67.0 64.3 61.8 J N Cii`H W 50.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 90.8 85.8 81.2 77.2 73.5 70.2 67.1 64.3 61.7 59.4 L Jw N A a a 52.0 100.0 100.0 100.0 100.0 100.0 100.0 99.0 92.8 87.3 82.5 78.1 74.2 70.7 67.5 64.5 61.8 59.4 57.1 W 54.0 100.0 100.0 100.0 100.0 100.0 100.0 95.3 89.3 84.1 79.4 75.2 71.5 68.1 65.0 62.1 59.6 57.2 55.0 56.0 100.0 100.0 100.0 100.0 100.0 98.4 91.9 86.1 81.1 76.6 72.5 68.9 65.6 62.6 59.9 57.4 55.1 53.0 REMARKS BY DATE 01 58.0 100.0 100.0 100.0 100.0 100.0 95.1 88.7 83.2 78.3 73.9 70.0 66.5 63.4 60.5 57.9 55.4 53.2 51.2 60.0 100.0 100.0 100.0 100.0 99.0 91.9 85.8 80.4 75.7 71.5 67.7 64.3 61.3 58.5 55.9 53.6 51.5 49.5 W2 4-wx A 62.0 100.0 100.0 100.0 100.0 95.8 88.9 83.0 77.8 73.2 69.2 65.5 62.2 59.3 56.6 54.1 51.9 49.8 47.9 64.0 100.0 100.0 100.0 100.0 92.8 86.1 80.4 75.4 70.9 67.0 63.5 60.3 57.4 54.8 52.4 50.3 48.2 46.4 TWO-WAY MULLION DIAGRAMS 66.0 100.0 100.0 100.0 97.5 90.0 83.5 78.0 73.1 68.8 65.0 61.6 58.5 55.7 53.2 50.8 48.7 46.8 45.0 68.0 100.0 100.0 100.0 94.6 87.3 81.1 75.7 70.9 66.8 63.1 59.7 56.8 54.1 51.6 49.4 47.3 45.4 43.7 F11-1 TpN DETAILS 0-BEDHEREIN-GFNER 70.0 100.0 100.0 100.0 91.9 84.8 78.8 73.5 68.9 64.9 61.3 58.0 55.1 52.5 50.1 47.9 45.9 44.1 42.4 :ni STEMxcmoNAsulnMroxr° ONTOD-TE IR THEREQUI-MDETAIIEGHEREN.ADGEN40 72.0 100.0 1100.01 97.5 1 89.3 1 82.5 1 76.6 1 71.5 1 67.0 63.1 1 59.6 1 56.4 53.6 51.0 48.7 46.6 44.7 42.9 41.2 TRIBUTARY WIDTH=wl*� ENGxEERDIEANDNERSRAILRAFPARESFIEEiE�IC 74.0 100.0 100.0 94.8 86.9 80.2 74.5 69.5 65.2 61.4 57.9 54.9 52.2 49.7 47.4 45.3 43.5 41.7 40.1 Jam`,` � .• 0 ''','i TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS QUALIFIED ANCHOR CLIPS ?* N .7 7 &CLIP DETAILS. = 6 S A OF ir 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. � w 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. o�t�` O 4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. ���isNS70 5. ANCHOR REQUIREMENTS: NER�db PE •WOOD:#12 WOOD SCREWS iLQ✓flA PL No 7572° BUILDING GROPS.INC •CMU:1/4"ITW TAPCON ouaAVOABEna°�i,F°L. FBPE CERT.Or AUTHORIZATION N.2857E •CONCRETE:1/4"ITW TAPCON MULLION ANCHOR BRACKET50-2722(PART#230297) FL#: METAL:• DRILLING SCREWS(GRADE 5) ALUM--11-- R 1.00• FOR WOOD SCREW MUNUM LLION ON TO 6. INSTALLATION SUBSTRATES: MULLION ANCHORING F L6067 •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 0.75". DATE: 02/11/19 WOOD SHALL BE MIN.S.G.=0.55. owe.BY: CHK.BY: •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1"&EDGE DISTANCE OF 2". D.lD 2.Or 2.82 H R HFN HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. 0 0 SCALE: NTS •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2". D.25D DWG.#: SWD015 CONCRETE SHALL BE MIN.4000 PSI. -Li- e METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. im. MULLION ANCHOR BRACKET 50-2722(PART#230297) o STEEL SHALL BE MIN.18 GA.(0.04511 THICK)33 KSI YIELD &ALUMINUM SHALL BE MIN.0.11' ALUMINUM(6063-T6) THICK ALUMINUM 6063-T6.WITH MIN.EDGE DISTANCE OF 1'FOR BOTH ALUM.AND STEEL. 2724 FOR CONCRETE ANCHORING OF 10 L MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(ONE-WAY) L- ull W-Tributary Width(in) Silver Line dLength . wlNoows.00aas� i Length(in) 18.0 20.0 22.0 24.0 1 26.0 1 28.0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 46.0 4&0 50.0 52.0 AMERICAN CRAFTSMAN WINDOWS PLY' 24.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 SILVER LINE WINDOWS AND DOORS 26.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 100.0 100.0 ONE SILVERUNE DRIVE 28.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 NORTH BRUNSWICK M 08902 PH:(800)23"nS 30.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 32.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 =Z z 34.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 _ vi 36.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 a 6o Q $- 38.0 100.0 100.0 100.0 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.01 100.0 100.0 100.0 100.0 1 100.0 100.0 100.0 MULLION N Co o 3 T 40.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 L "�m a J L7 m 42.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 44.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 MULLION,, m o o d Q CC N m LCC¢ 46.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 m a ?� ;:m" 48.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 N n C W /a 50.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 I q1W3 u w N ' a `\,® 52.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 �-w2-{�-w2-� r H 54.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 56.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.6 99.0 REMARKS BY DATE 5&0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.3 97.5 95.9 94.6 93.6 92.8 ONE-WAY MULLION DIAGRAMS 60.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.1 96.5 94.2 92.3 90.7 89.3 88.2 87.3 62.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.5 94.5 91.9 89.6 87.7 86.0 84.6 83.4 82.5 64.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.6 93.2 90.3 87.7 85.5 83.5 81.8 80.4 79.2 78.1 66.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 92.7 89.3 86.4 83.9 81.7 79.7 78.0 76.6 75.3 74.2 DEA SOESGUBEDHERtlNMEGFHERI ND MAYNOTREDMaX CTMEINS M)NSFDTo 68.0 100.0 100.0 100.0 100.0 100.0 100.0 97.1 92.8 89.0 85.8 82.9 80.4 78.2 76.3 74.6 73.1 71.8 70.7 SDEIF RECONDR ONSGV EIHS AD .ALICINSIM f RDM TXE REDO WEMFNIS DETAIED NFNDN,A U�NTfD 70.0 100.0 100.0 100.0 100.0 100.0 98.4 93.6 89.3 85.7 82.5 79.7 77.2 75.0 73.1 71.4 69.9 68.6 67.5 ENGINE RORAROR EC SHALLPREPARESITESPEESIC 72.0 100.0 100.0 100.0 100.0 100.0 95.1 90.3 86.1 82.5 79.4 76.6 1 74.2 72.1 70.2 68.5 67.0 1 65.7 64.5 `�31311FF�T 74.0 100.0 100.0 100.0 100.0 97.3 91.9 87.2 83.2 79.7 76.6 73.9 71.5 69.3 67.5 65.8 64.3 63.0 61.8 `SSS 0 ` TABLE NOTES: QUALIFIED ANCHOR CLIPS 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS N ,7 7 &CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. = S A OF a 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. O IDP. •��� 4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. S. ANCHOR REQUIREMENTS: 4� 0 L��11:�,� HER�M o,�i2' •WOOD:#12 WOOD SCREWS MORDA P. o Tyne m4LDN mom mc •CMU:1/4"ITW TAPCON y95 E DANA BEAd BLVD. sb DANIA BEAQI.FL yW •CONCRETE:1/4"ITW TAPCON MULLION ANCHOR BRACKET 50-2722(PART#230297) FSPE CERT.OP AUT ORQATON Nu 9575 .METAL:#12 SELF-DRILLING SCREWS(GRADE 5) ALUMINUM(6063-T6) FL#: 6. INSTALLATION SUBSTRATES: FOR WOOD SCREW OR MULLION TO MULLION ANCHORING FL6067 •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 0.75". DATE: 02/11/19 WOOD SHALL BE MIN.S.G.=0.55. 0.20• 3•2Y 400• DWG.BY: CHK.BY: •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1"&EDGE DISTANCE OF 2". O + O �- HR H FN HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. NTS •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2". o.1- E �+ �� �� SCALE: CONCRETE SHALL BE MIN.4000 PSI. DWG.#: $WD015 •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. �� 2.00• SHEET STEEL SHALL BE MIN.18 GA.(0.045"THICK)33 KSI YIELD &ALUMINUM SHALL BE MIN.0.1" 2728 MULLION ANCHOR BRACKET 50-2722(PART#230297) THICK ALUMINUM 6063-T6.WITH MIN.EDGE DISTANCE OF 1"FOR BOTH ALUM.AND STEEL. PART#230296 ALUMINUM ANCHORING l� FOR CONCRETE ANCHORING OF 10 E 9 MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(TWO-WAY) ,r Silver Line r} WINDOWS-D OO 45^ y - u -Tributary Wiidth in 9 Length in 18.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 46.0 48.0 50.0 52.0 AMERI SMAN WINDOWS R PLY PLYGEM GEM WINDOWS 24.0 100.01 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.01 100.0 100.0 100.0 100.0 100.0 100.0 SILVER UNE WINDOWS MD DOORS 26.0 100.0 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ONE SILVERUNE DRIVE 28.0 00.1 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 NORTH BRUNSWIO(M08902 PH:(800)2344228 30.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.0 32.0 00. 100.0 100.0 100.0 100.0 100.0 1,00.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 92.8 ^=Z 34.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.7 94.6 90.8 87.3 r4�:i p Z 36.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.5 93.2 89.3 85.8 82.5 vi 38.0 100.101100.0 100.0 100.0 100.0 100.0 100.0 1100.0 1100.0 100.01 100.0 100.0 96.7 92.3 88.3 84.6 81.2 78.1 In G z B 40.0 _100.1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 91.9 87.7 83.9 80.4 1 77.2 74.2 O)0 0 x 5 RIE' 42.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1100.0 100.0 96.7 91.9 87.5 83.5 79.9 76.6 73.5 70.7 N¢oa m s a L I_aw�g z<s_S 44.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.5 92.3 87.7 83.5 79.7 76.3 73.1 70.2 67.5 EE m 46.0 00. 100.0 100.0 100.0- 100.0 100.0 100.0 100.0 98.7 93.2 88.3 83.9 79.9 76.3 73.0 69.9 67.1 64.5 MULLION `¢ xo =a 48.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 94.6 89.3 84.6 80.4 76.6 73.1 69.9 67.0 64.3 61.8 MULLION W2 50.0 100.11100.0 100.0 100.0 100.0 100.0 100.0 96.5 90.8 85.8 81.2 77.2 73.5 70.2 67.1 64.3 61.7 59.4 52.0 00. 100.0 100.0 100.0 100.0 100.0 99.0 92.8 87.3 82.5 78.1 74.2 70.7 67.5 64.5' 61.8 59.4 57.1VA L 54.0 00. 100.0 100.0 100.0 100.0 100.0 95.3 89.3 84.1 79.4 75.2 71.5 68.1 65.0 62.1 59.6 57.2 55.0 W2 JA 'n a 56.0 00. 100.0 100.0 100.0 100.0 98.4 91.9 86.1 81.1 76.6 72.5 68.9 65.6 62.6 59.9 57.4 55.1 53.0 FU, a 58.0 00A 100.0 100.0 100.0 100.0 95.1 88.7 83.2 78.3 73.9 1 70.0 66.5 63.4 60.5 57.9 55.4 53.2 51.2 60.0 00.a 100.0 100.0 100.0 99.0 91.9 85.8 80.4 75.7 71.5 67.7 64.3 61.3 58.5 55.9 53.6 51.5 49.5 I REMARKS BV DATE 62.0 00. 100.0 100.0 100.0 95.8 88.9 83.0 77.8 73.2 69.2 65.5 62.2 59.3 56.6 54.1 51.9 49.8 47.9 �-w2�F- 64.0 00. 100.0 100.0 100.0 92.8 86.1 80.4 75.4 70.9 67.0 63.5 60.3 57.4 54.8 52.4 50.3 48.2 46.4 66.0 00. 100.0 100.0 97.5 90.0 83.5 78.0 73.1 68.8 65.0 61.6 58.5 55.7 53.2 50.8 48.7 46.8 45.0 TWO-WAY MULLION DIAGRAMS 68.0 00. 100.0 100.0 94.6 87.3 81.1 75.7 70.9 66.8 63.1 59.7 56.8 54.1 51.6 49.4 47.3 45A 43.7 70.0 00. 100.0 10 0.0 91.9 84.8 78.8 73.5 68.9 64.9 61.3 58.0 55.1 52.5 50.1 47.9 45.9 44.1 42.4 N:iADADDNo A soEsauDEO NERDNAREccN 72.0 00. 100.0 97.5 89.3 82.5 76.6 71.5 67.0 63.1 59.6 56.4 53.6 51.0 48.7 46.6 44.7 42.9 41.2 o'Nu1ND RENEaAc A mNDrtnNEwRAssEON TRIBUTARY WIDTH=� �ZExDwEDIDRAR°artRR LULLPRPAPE"SREEPEMC� 74.0 00. 100.0 94.8 86.9 80.2 74.5 69.5 65.2 61.4 57.9 54.9 52.2 49.7 47.4 45.3 43.5 41.7 40.1 WS+W2 ROM EREDUD MEM SDE AREDMD"4,ADO® TABLE NOTES: ,,```` '' QUALIFIED ANCHOR CLIPS ` E S' �o- 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS N 7 7 &CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. = S A OF i 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. A 0 IPP; 4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. S. ANCHOR REQUIREMENTS: i��� O •WOOD:#12 WOOD SCREWS A. IY 3;;• •CMU:1/4"ITW TAPCON 38B C D�w,,0 BLm° a3e •CONCRETE:1/4"ITW TAPCON MULLION ANCHOR BRACKET 50-2722(PART#230297) r�rExr.OF AUTHOIRAO SSB •METAL:#12 SELF-DRILLING SCREWS(GRADE 5) ALUMINUM(6063-T6) FL#: 6. INSTALLATION SUBSTRATES: FOR WOOD SCREW OR MULLION TO MULLION ANCHORING F L6067 •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 0.75". DATE: 02/11/19 WOOD SHALL BE MIN.S.G.=0.55. o2a 3.25• 4.00 •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1"&EDGE DISTANCE OF 2". O O OWGHR cHKHFN HOLLOW W CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. NTS •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2". 0.31 SCALE: CONCRETE SHALL BE MIN.4000 PSI. DWG.#: SWD015 •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. T-� SHEET STEEL SHALL BE MIN.18 GA.(0.045"THICK)33 KSI YIELD &ALUMINUM SHALL BE MIN.0.1" MULLION ANCHOR BRACKET 50-2722(PART#230297) 2728 ALUMINUM(60663-T6346) �O THICK ALUMINUM 6063-T6.WITH MIN.EDGE DISTANCE OF 1"FOR BOTH ALUM.AND STEEL. PART#230296 FOR CONCRETE ANCHORING L OF 10