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Product Approval Silver Line Windows & Doors
,may Ad03 al IJ �� SILVER LINE WINDOWS AND DOORS SilverLiinee C---K SERIES 2723, 2724, 2728 ®R OONE SILVERUINE DRIVE NORTH BRUNSWICK,W 08902 0 STRUCTURAL BEAM MULLION (HVHZ) (IMPACT) K.--,Z PH.:MO234-4228 W GENERAL NOTES: Wl �JII W2 L `1 Z a R E �, 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA I `vv <vv 'N. I-.� g p BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: a Q G 0 0.i...;,: { TAS 203-94 ^04 y F ?o ,,..S TAS 202-94 ry z O TAS 201-94 El W2 Erj �-. o 79g, 3 ASTM E330 N - m m 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING ASA MAIN WIND FORCE5 ,. <€1, l22 RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE IL FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF L WW~ Z a FLS � INSTALLATION. � a WS 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO REMARKS BY DATE THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 6TH FBC EDITION AG 10/17 RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR �00 A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED <31411 vv HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS ililk Mk DOCUMENT IN NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM `vv `vv MIS OLKUMENT LS NE GR0VERTT OF BWIDIHGPROPS.INC MIAMI-DADE PEM. AND SHALL NOT BE REPRODUCED IN MOLE OP PART F WITHOUT MT.CONSENT Oi BUILDING DROPS,INC �� ALTERATIONS,ADDITIONS,HI...NG,OR OTHER MARK�Q ri l'-■I igita NGS sigTHIS WCl1 0838908 PERMITTED ANO 5. MULLION&CLIP MATERIAL:ALUMINUM 6005-T5&6063-T6(AS NOTED) VIII----�J■JIIIII TE OUR CEI fRnnunoN. 7igitelly signed IN IV;Norero,P.E. 6. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL. Q Season:I aa((�I�6bblovllapgg tfiVero�yttyLfnnent r Ili_ 7ate:2�1�.02AS1:m3: • T�'4"' 7. SEE SHEETS 5-10 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS, ����� �� ��� ••••• �. �i�MULLION CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. L ' ,, �� 'AO8. IN ACCORDANCE WITH THE CURRENT FBC CH2O DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME •• ••:- 3 INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED. wi. * ; TABLE OF CONTENTS ' v ; :r r,�.' ? o b SHEET REVISION SHEET DESCRIPTION ''�,�„sS,,/''IOII,NAI-E?G%S. E 'vv 4vv HER uymat 1 GENERAL NOTES AND TYPICAL ELEVATIONS FLORIDAIP.E.DNo I Wl W2 BUILDING DROPS,INCIND 3R8 E IIA BEACH BLVD./STe 2 MULLIONS CROSS SECTIONS FREE CST.OF AU1HLORIZAIION No.29570 i 3 ANCHOR CLIP CONFIGURATIONS TYPICAL ELEVATIONS FL 4:r. S 4 VERTICAL SECTIONS&ANCHOR SCHEDULES INSTRUCTIONS: F L6067 5 ANCHOR LOAD TABLES FOR 2723 ONE-WAY MULLION 1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. 7 F 10.06.1 2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. DATE:DCHK..1BY:3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS: 6 ANCHOR LOAD TABLES FOR 2723 TWO-WAY MULLION • ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF ONE-WAY MULLIONS. AG F 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. L' 8 ANCHOR LOAD TABLES FOR 2724 TWO-WAY MULLION 4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN PRESSURE OF OPENING DWG.JJ: SW D015 USING CHARTS ON SHEETS 6-10. t 5. QUALIFIED CLIP TYPES APPEAR ON SHEETS 3&4.MULTIPLE ANCHOR TYPE/SUBSTRATE/CLIP COMBINATIONS SHEET -pa 9 ANCHOR LOAD TABLES FOR 2728 ONE-WAY MULLION WITHIN AN OPENING ARE ALLOWED. OF 10 6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL GOVERN OVERALL ASSEMBLY 30 ANCHOR Lie.D TABLES FOR 2728 TWO-WAY MULLION DESIGN PRESSURE RATING. Es 1 co 0 o m o w ti du, w S'1 a, F_ a MC C 2� d n Silver Line n brAnde s'fii 0 $ UI ONE SILVERU NE DRIVE NORTH BRUNSWICK,NJ 08902 PH:(800k233-0228 Kt 2 Li O Z, m= o aQ.1 EN G ,#d sh '' in a55PP3 C , Nma 2 od a N J Z V J W m Z �m ; 1.00" /M; Nz o mm .rel IIIII ?""ii -1 .Eq I <Cs 0.10" 1 0.10" r J 0.10iT REMARKS BY DATE 6TH FBC EDITION AG 10/17 O O / THIS DOCUMENT H THE PROP MY Di i1111011.•ROM,Wt; AND SHALLNOT BE REPRODUCED IN WHOSE OR PART l AND WRITTEN CONSENT Of BUILDING DROPS.INC ALTERAI i// MMNINGSFlTMAIODON OUR CERTIFICATION .% PERMITTED MO ;/i, OMSD CUMENERFlFlGTIPER 1.00" 2.00" 1.00" �%\s�eg F. o,'/i ,• • = SERIES 2723 SERIES 2724 SERIES 2728 -z-,,./ 9" -.'oma': 1 TUBE MULLION TUBE MULLION TUBE MULLION `* i✓ .:"* v . :T T : o 6E HERuii III E�RE` FLORIDA P.E.No 73778 NOTE: SEE SHEET 3 FOR SPECIFIC E °8O DROPS,INC 398 E DANIA BEACH EdVD./338 CLIPTYPES AND DIMENSIONS. Fl3PE CERT.OF AUTHORIZATION No.2287D FL#: FL6067 C DATE: 10.06.17 78. DWG.BY: CHK.BY: AG HFN SCALE: NTS DwG.#: SWD015 SHEET 2 OF 10 I '8- ;f Silver Line 7 DrMde`rs"eri c U .. g III S ®.® ONE SILVERUNE DRIVE NORTH BRUNSWICK,NJ 08902 PH:1800123E-0220 Kr 7.68" 7.68" o z E Z 11 Dom r pCL m e 1.12" 2.25' 1.12" ^� 2 ogga.R5 2.25" 2.25" 2.25" s t- .� - - N W Q 2 Z I E 0 1 nma 0 000 N Q W 3 F.� D: !m T N V O m = O aluW� ¢ a 0 0 0 .- 0 _ T 0 0 0 0 H- .L. REMARKS BY DATE `i OT d 6TH FBC EDITION AG 10/17 O I 1 E MS DOCLMENT IS THE PROPERTY OF BUIIDINODROM.INC AND SNAIL NOT BE REPRODUCED IN WNOIE OR PMT WITNOUT WRITTEN CONSENT Of BUNTING MOPS.INC. ALTERATIONS,AMMONS,HIGHLIGHTING,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED MD INVALIDATE OUR CERTIFICATION ```%%%%%11%%%%%%% A ```. ot.S F.. O i,,ii 1. iCI: CI: fli:__%. :: i * „wit i * , , l• ...T,T . • cr :: 6 1 1 HERY6 41 kia€1 Q,P,E. 9 .%I!-%i!_I'/. %A 11%.03•11=1 ,3% l �%ice'/.q111110022. 2C.I ZISL•iSK FLORIDA P.E No 73778 BUIIDIN0 DROPS,INC 38B C MOLT..DIBIND.1338 E 7.68" 7.68" FBPE GENT.DE AOIR0Z RON No.28578 i FL#: FL6067 1 MULLION ANCHOR BRACKET 2722 DATE: 10.06.17 MULLION ANCHOR BRACKET 50-2722 i DWG.BY: CHK.BY: ALUMINUM (6063-16) ALUMINUM (6063-T6) AG HFN FOR WOOD SCREW OR MULLION TO MULLION ANCHORING FOR CONCRETE ANCHORING SCALE: NTS DWG.#: SWD015 3. SHEET OF 10/ Silver Line EXTERIOR INTERIOR byAnii VERTICAL MULLION ANCHOR IIII i BRACKET50-2722 MULLIONMilmil ��.. 1/4"MAX. HORIZONTAL 1. � MIN.EMBED ONERIUNS' CE DRIVE TRANSOM — � NORTH BRUNSWICK,NI 08902 MULLION _iv,.MAX. DN:(BDo�x3aazza "% } I I Z 2 J a MIN.EMB. VERTICAL W i MULLION ANCHOR �j vi'Q�K� MULLION I BRACKET 2722 n Z _ m 5P)2 SUBSTRATE BY OTHERS v¢C G 3 m m g nm d '^ ZIS z • ry�� O 0 MIN. _ J W EDGE DISTANCE N �. g .03 C=.) ANCHOR DETAIL g VERTICAL SECTION W a <Q4 �MULLION ANCHOR BRACKET 50-2722 ALUMINUM MULLION R. a SIDE VIEW-VERTICAL REMARKS BY DATE 6TH FBC EDITION AG 10/17 ANCHOR SCHEDULE FOR MULLIONS SCREW EMBEDME EDGE INSTALLATION THIS DOCUMENT IS ENEDPODEPTY OF O IWING-MRGPS,INC SUBSTRATE TYPE QTY PER ANCHOR TYPE NT DISTANCE AND SHALL NR NOT BE PEDPODUCED IN MOLE OP D WITHOUT MOM CONSENT Of BUNTING DROPS,INC. LOCATION (IN.) (IN.) DO MARFNCS MUDS DONOOTHER MENT ARE NOT DEPMITTEDAND INVALIDATE OUP NPONCATION. ANCHOR %%%%%II I11.., WOOD BRACKET 6 #14 WOOD ANCHOR 1.5 0.75 F O���i� 50-2722 ...I i�� V. * = MASONRY BRACKET 2702 4 ITW TAPCON 1.0 2.50 * -'QO :::: ANCHOR f.:..?-0.12,‘"Z141.::4-441.."-1.T.S.'•• T •ALUM. lu 47MULLIONBRACKET 6 1/4"SELF-DRILLING SMS 3 THREADS 0.50 O�•.,'(•- OP;'�u; 50-2722 ,,ii�tsk-: At e�. .• 6 NERWY Il e,E. 9 FLORIDA P.E.No 73779 BU8D9i0 DROPS,INC 399 E DANU BEAON BLVD. 338 NOTE NOTE T.CF Bua.FL 3300 EWE CERT.6 AUTNDRRATION No.]0579 g -HEAD,SILL AND JAMB HAVE DETAILS SHOWN ARE TYPICAL FOR ALL FL 6: P SIMILAR DETAILS MULLION&CLIP ASSEMBLIES.SEE F L6067 % SHEETS 5-10 FOR ALLOWABLE MULLION CONFIGURATIONS,SIZES,AND DESIGN DATE: 10.06.17 PRESSURES. DWG.BY: CHK.BY: g AG HFN l, SCALE: NTS t DwG.#: SW D015 i SHEET 41 OF 10 ` €� Silver Line R MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(ONE-WAY) brAnderigi UI g L-Mull W-Tributary Width(in) T 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 O'®' 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 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,N108902 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:18001234-0228 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 ly Z u 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 o € 34.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 MULLION ...= Eri 5g 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 [--L N z < z 9-0. 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 [77 NZ o o s s R40.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 a1. MULLION 1%� Nma of Z s- i 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 z oE'LL44.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ���'� TNS °- a346.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ^J = m 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 "' ? 2 53 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-wi-{4-W2 UJ-I n o 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 w H 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 1-w 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 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 REMARKS By DATE 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 6TH FBC EDITION AG 10/17 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 -- 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 OHS INKOMEHTGENE PROPERTY OFBUROIR DROPS,INC 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 AHD SHALL NOT BE REPRODUCED IN WHOLE OR PMT WITHOUT ALTERATION;F OMONS,HGHLGHTING,OR OTHER CONSENT LII 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 MARKINGS TO THIS DOCUMENT ME NOT PERMITTED ANO 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 INVALIDATE OUR CEROFIEATON. `````,1�SiF iuo,7T'' TABLE NOTES: 2.` a� .••••• °�. .S. 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS QUALIFIED ANCHOR CLIPS � E &CLIP DETAILS. * • ` * 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. = 0 --PT • •: c 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. �O °••.•t,•- 0?•.0 <�: 54. SEE SHEET. ANCHOR R3 FOR IRSPECIFIC TS:CLIP DIMENSIONS. '''���,s`S;ONA1 E`4G� ` •WOOD:#12 WOOD SCREWS HETEFEs IAMP7377e. FLORIDA P.E.No 73778 •CMU:1/4"ITW TAPCONS ]98 E DM A°BEA BLIN 338 DAMA BEAOI.FL •CONCRETE:1/4"ITW TAPCONS MULLION ANCHOR BRACKET 50-2722 FE3PE CERT.O'ALPTIODZAEOR No.29578 •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5) ALUMINUM(6063-T6) FL#: 1 6. INSTALLATION SUBSTRATES: 1J FOR WOOD SCREW OR MULLION TO MULLION ANCHORING F L6067 s •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD DATE: 10.06.17 SHALL BE MIN.S.G.=0.55. DWG,BY: CHK.BY: •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 0.20^ 2.47' 3.25' AG HFN 2-1/2".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 2-1/2". 0.375 CONCRETE SHALL BE MIN.4000 PSI. - DWG.#: SWD015 •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. T L,.. SHEET STEEL SHALL BE MIN.18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK MULLION ANCHOR BRACKET 50-2722 5 OF 10 ALUMINUM 6063-T5. 2723 ALUMINUM(6063-T6) FOR CONCRETE ANCHORING IC Silver Line 3 MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(TWO-WAY) brAndeiWd ' L-Mull w_Tributary Width(in) N S' 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 111a 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 ONE savERUNEDRIVE 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:(8001234.4228 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 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 z c 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_ ?,,,,:s-, W �i 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 m p 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 96.7 92.3 88.3 84.6 81.2 78.1 N Z o 5 i a 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 ¢C 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 f-i-1 MULLION ^m Qa SI Z i�d W i 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 f�� N-I o o w. ,4 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 ,�, � / 7 ^j j Y m m 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 EV b 2 03 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 '^ rn o 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 lIP / L L w "3 a <€9 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 I- 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 63.4 60.5 57.9 55.4 53.2 51.2 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 I-WI-I4-WE-I 6TH FBC EDITION AG 10/17 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 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 TNIANDS°NALLLDINGOILOPS.INC RODUCEDIIN "NOT 9E RET IS NAG POPLIM Of RWHOLE OR 0M0 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 46.6 44.7 42.9 41.2 W1+W2 WITHOUT WRITTEN CONSENT OF NN5 XGHUUHIING,LDING DROPS,INC. 74.0 100.0 100.0_94.8 66.9 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 TRIBUTARY WIDTH= Z maDNGs%HNUDADD"lir.ENG nDG,Mitre 11N ``L"Inn7����� • TABLE NOTES: ``�. SES F. 0 �,'�� eco•.,,..../; .. , 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS QUALIFIED ANCHOR CLIPS .S.9.••••• . ��`' �o &CLIP DETAILS. _* f/ �t i 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. = •_ :T'T • ` 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. %�0 '•.,'.•- •P•;l�Cu� 5. ANCHOR REQUIREMENTS:FOR SPECIFIC CLIP DIMENSIONS. ''',''cSS�ON� '..* ``� - •WOOD:#12 WOOD SCREWS NFRNES F.NORER%P.E. •CMU:1/4"ITW TAPCONS FLORIDA P.E.No 73778 BUILDING DROPS.INC 308 E.DAMA BEAON BLVD. 338 DA1LW BEAON,R 33ooi •CONCRETE:1/4"ITW TAPCONS MULLION ANCHOR BRACKET 50-2722 LIGE�T•OF AUTNORIFL 330 No.29578 SELF-DRILLING SCREWS(GRADE 5) -11-- FOR WOOD SCREWALUMINUM OR MULLION FL II: TO MULLION ANCHORING 6. INSTALLATION SUBSTRATES: •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD F L6067 s SHALL BE MIN.S.G.=0.55. DATE: 10.06.17 3 •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2.47" 3.25° DWG.BY: CHK.BY: 24/2".HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. 010'- AG HFN •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2". 75- SCALE: NTS CONCRETE SHALL BE MIN.4000 PSI. DWG.6: SWD015 ) •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. T-..1 S... I- SHEET s STEEL SHALL BE MIN.18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK MULLION ANCHOR BRACKET 50-2722 ALUMINUM 6063-T5. 2723 ALUMINUM(6063-T6) 6 OF 10 \ FOR CONCRETE ANCHORING €� Silver Line R MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(ONE-WAY) brAnd Tigi L-Mull W-Tributary Width(in) i 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 52.0 114 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 ONE BILVERUNE DRIVE 26.0 100.0 100.0 100.0100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 NORTH BRUNSWICK,W 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:(800k234.4228 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 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 •?_."-' 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 ao la-OP 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 r E z g K m a s 40.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0'100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ril: a¢t; o 2 gip42.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 MULLIONry w Q Z s s44.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 LA 1 I ,z N Q Z g o'd' 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 ��� ry Ex = 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 C . 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 II Wl _ gi W / 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 4-WI-II-w2-I UJ r a C o. 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 r2 \ 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 � 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 ONE-WAY MULLION DIAGRAMS REMARKS BY DATE 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 6TH FBC EDITION AG 10/17 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 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 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 MIS DOCUMENT IS IN BEEREROPERLY OFN,IN DROPS, INC. 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 WITHOUT WRITTEN CONSENT OP BUILDING DROPS.INC TERRYONS ADDITIONS.HIGHLIGHTING.OR OPHER 74.0 100.0 100.0 100.0 100.0 97.3 91.9 J 87.2 83.2 79.7 76.2 73.0 70.2 67.7 65.5 63.5 61.8 60.2 58.9 MARKINGS TO THIS DOEUOENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION .`SSS, .S F 12'O,�1,,, TABLE NOTES: `.�����.••••••• F.'�,� ^ 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS QUALIFIED ANCHOR CLIPS 1.- :::* /p : &CLIP DETAILS. a 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. = D :T T • 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 1�0� .•'t o- 1P•:•�zuu.. 5.4. SEE SHEET 3 ANCHOR REQUIREMENTS:FOPIFICLIP DIMENSIONS. '',��c<SSf%''N' ��G`,%•' •WOOD:#12 WOOD SCREWS HEAVES F.MORENO.PM FLORIBUILDING OROFS.INC I 508 of ANIO4 BEAa eLw.e 55e •CMU:1/4"ITW TAPCONS I e • OANIF BFAON.l 100 •CONCRETE:1/4"ITW TAPCONS MULLION ANCHOR BRACKET 50-2722 FIFE CERT.OF AUAEORIZAAON No,20578 i •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5) ALUMINUM(6063-T6) FL it: 6. INSTALLATION SUBSTRATES: -{ lA0" I- •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD -l- FOR WOOD SCREW OR MULLION TO MULLION ANCHORING F L6067 DATE: 10.06.17 3 SHALL BE MIN.S.G.=0.55. •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OFowGBAGHKH F 0.10" N - 2.07' 2.82• 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". 0.25" SCALE: NTS CONCRETE SHALL BE MIN.4000 PSI. ..1.--,- _I DWG.#: SW D015 •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. I _1."_ SHEET STEEL SHALL BE MIN.18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK MULLION ANCHOR BRACKET 50-2722 jf OF 10 ALUMINUM 6063-T5. 2724 ALUMINUM(6063-T6) 7 \ FOR CONCRETE ANCHORING € Silver Line R brAndeigi MAXIMUM DESIGN PRESSURE CAPACITY CHART(PST):STRUCTURAL MULLIONS(TWO-WAY) 9 KR L-Mull W-Tributary Width(in) 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 III +' 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 ONESILVERUNE 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 PH:18001234-4228 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 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 i z Li 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 >o z" 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 .j ,74 i m 1 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 ^g FA 2 :i 5 g 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 N g.6' o 'MO] b 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 ry w 9 z s 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-I I`m a z o o 5" 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 -f MULLION ni¢ o m 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 / Wz ^ ` 7 ..m 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 � f�J ►� / `1 Ci 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 / ^ 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 j� j�-1 L W w H ^ a Co 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 V 3 / ~Vtt 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 1 REMARKS o. BY DATE 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 I..-W1-I[--W2--I 6TH FBC EDITION AG 10/17 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 CHIS DOCUMENT IS THE PROPERTY OF WWI NO ORDER IHC 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_ PHO SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF BUILDING DROPS,MC 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 46.6 44.7 42.9 41.2 TRIBUTARY WIDTH= ZJ w1+ Z AMMONS.AOH HIGHLIGHTING,OR OTHER ALTERATIONS, TI DOCUMENT ARE, DE NOT DEMOTED AHD 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 Z LS ````` SS F FiFO,7j''' TABLE NOTES: `.`��Q- c<,Q.'.. 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS QUALIFIED ANCHOR CLIPS =* �. ., * _:: &CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. r-A:• 1-PTTS 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. %O4' .•'(.- OP• �<u 5. ANCHOR REQ4. SEE SHEET 3 UR SPECIFIC IREMENTS:CLIP DIMENSIONS. '-',-4- '',SSiON ;E�GN•�`` HERMES F.NORFRO,P.E. § •WOOD:#12 WOOD SCREWS FLORIDA P.E.No 73778 •CMU:1/4"ITW TAPCONS Sae c OB"LDNAN 10 DROPS. RR 0.w 338 3 DANIA BFAGFI.FL 3300 •CONCRETE:1/4"ITW TAPCONS RIPE CERT.OF AUTH007A1ION No.28370 _ i •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5) MULLION ANCHOR BRACKET 50-2722 FLk: 6. INSTALLATION SUBSTRATES: -1 Lao. I- FOR WOOD SCREW OR MULL ON6TO MULLION ANCHORING F L6067 s •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD 10.06.17 3 DATE : SHALL BE MIN.S.G.=0.55. I DWG.BY: CHK.BY: •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 030._ AG HFN 2-1/2".HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. 7.w 7.82 •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2". 0.250" SCALE: NTS CONCRETE SHALL BE MIN.4000 PSI. -- I DWG.#: SWD015 •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. I -3,00•_ SHEET STEEL SHALL BE MIN.18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK MULLION ANCHOR BRACKET 50-2722 9 OF 10 ALUMINUM 6063-T5. 2724 ALUMINUM(6063-T6) FOR CONCRETE ANCHORING MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(ONE-WAY) Silver Line x MAnd?ii L-Mull W-Tributary Width(in) s , 1111 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 ' 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 Me 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 ONE SILVERLINE ORM 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,NJ 08902 PH(900L234-4228 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 T Z Li a 34.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 `0 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 °ob.' a 0 Q.,g 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 MULLION n Z ~ Er S- 40.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1-1� N C o o 5 la-g.71°[ L'I NW¢ z „,,42.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0T.ma o oa..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 IR�'- m _ S _,2. i 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 ��, - n p 3 s Ca 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 csi h G N 03 03 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 w2 " Q <,.€3,52.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 w2 F-w2 vL"i ^ w 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 1- 1 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 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 ONE-WAY MULLION DIAGRAMS 6THFBCEDITION AG 10/17 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_ THIS DOCUMENT IS THE PROPER,0E WWI.MOPS,INC 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 w" E'uTMITT.OT CONSEDNDTOTa111UNNIcoROMINC. AIhMTpOS.AOOMONS,MIGNUGMING,OR OTHER 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 MMOHGS TO TNM DOCUMENT ARE NOT PCRMRTED AND INVALIDATE OUR OERTISITATION. 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 uuu22 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 �%,, ,,,�� TABLE NO I1=S: ````������S F.I. O ���'� , 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEET4 FOR TYPICAL INSTALLATION METHODS QUALIFIED ANCHOR CLIPS r``' ' :�'o &CLIP DETAILS. 17* ' �'r7' b 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. = -O . :PT • r 0:,= 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. pp'•. •�•_ Op .: .1.1 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. !' �F '•••.....° Gam`,$ 5. ANCHOR REQUIREMENTS: + 4- + + � + �',,,,9/ONA1-E��`N •WOOD:#12 WOOD SCREWS HEmL�H116Akb,)l ,` IFLORIDA P.E.No 73778 •CMU:1/4"ITW TAPCONS BUILDING COOPS,INC •CONCRETE:1/4"ITW TAPCONS 388 a OAMA BEACH SND. 338 - MULLION ANCHOR BRACKET 50-2722 T. BEACH.n ET3PE CERT.a AUTHomunoN Ha 2e578 i •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5) ALUMINUM(6063-T6) FL#: 6. INSTALLATION SUBSTRATES: FOR WOOD SCREW OR MULLION TO MULLION ANCHORING F L6067 t •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.=0.55. DATE: 10.06.17 3.25° 4.00° •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 0.'°'- DWG.BY: CHK.BY:FN 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". 0.3I s• SCALE: NTS CONCRETE SHALL BE MIN.4000 PSI. DWG.#: SWD015 T •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. T 1] loo, 1.._ SHEET STEEL SHALL BE MIN.18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK MULLION ANCHOR BRACKET 50-2722 3 ALUMINUM 6063-T5. 2728 ALUMINUM(6063-T6) 0 OF 10 FOR CONCRETE ANCHORING Line = st 1 3 MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(TWO-WAY) Silver er nSeri i L-Mull W-Tributary Width(in) 111111 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 IIIIII 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 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 ONE SILVERLINE 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,NJ 08902 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 PH:18001234-4228 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 FN.'2 u 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 >o ? 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 2 DI 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 96.7 92.3 88.3 84.6 81.2 78.1 cone- m .9,..,.; ,, F e 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 N 1- 0 C l 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 ry w¢ o ED < 3 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 r.m a ,.11-E.1 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 N-A z J W. 51 C 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 MULLION ] /// W2 \` / n P 5 }m 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 _. . ry f m 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 j� %/ / ;z CO Erj 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 j� W3 % w L~.T ^n' W a 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 / t E^ a 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 ' REMARKS BY DATE 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 I_WL_II_W2-I 6TH FBC EDITION AG 10/17 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 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 ' TWO-WAY MULLION DIAGRAMS 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 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 THIS DOCUMENT IS THE PROPERTY OF BUILDING DROPS,INd 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 46.6 44.7 42.9 41.2 AND SHALL NOT RE REPRODUCED IN WHOLE OP MDT 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 W1+WZ OLTERATIoN9 oomo"Ns COWER G OR ODOR` TRIBUTARY WIDTH= WRONGS TO THIS DOCUMENT APE NOT PERMUTED MD INVALIDATE OUR CERTIFICATION. ,`111111IIII,, TABLE NOTES: ��� ES F. :� QUALIFIED ANCHOR CLIPS $. 44, '''•.5 ,. o `,�,� , 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS '-441/#41 :' F O &CLIP DETAILS. _* � /#41 * 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. ^'A: =T T • 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. ..- A ;<•:O?;:'.. 5. ANCHOR REQUIREMENTS: ����cts %..NAI��6. , z. • •WOOD:#12 WOOD SCREWS HERYEt(FINisopp ���` •CMU:1/4"ITW TAPCONS FlORI8 BUILDING'E NoDDROPS.INC 388 E.DANIA BEACH BLVD./338 DUM BUCN,EL 3.1004 •CONCRETE:1/4"ITW TAPCONS -- MULLION ANCHOR BRACKET 50-2722 EDPE CURT.OS'AUMOE82ADo1T No.20578 _ ; 6. INSTALLATION SUBSTRATES:SELF-DRILLING SCREWS(GRADE 5) ALUMINUM FOR WOOD SCREW OR MULLION6063-T6) FL a: N TO MULLION ANCHORING •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD F L6067 s SHALL BE MIN.S.G.=0.55. DATE: 10.06.17 •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 0.10• 3.25° 4.0W owG�BG "KI BY: 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". 0.3I5° SCALE: NTS CONCRETE SHALL BE MIN.4000 PSI. DWG.It: SWD015 T •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. T 300• I- SHEET STEEL SHALL BE MIN.18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK MULLION ANCHOR BRACKET 50-2722 O 3 ALUMINUM 6063-T5. 2728 ALUMINUM(6063-T6) OF 10 FOR CONCRETE ANCHORING