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Product Approval-Silver Line Window & Doors
u • c. SILVER LINE WINDOWS AND DOORS Silver Line 1 44 0 ® MMdeden *Fa 1 C-:. a Nco SERIES 2723, 2724 2728 , 0) 0r (j ' � ONE SILVERUNE DRIVEV �C NORTH BRUNSWICK,NJ 08902 O `� PH:180012344228 @FCO STRUCTURAL BEAM MULLION (HVHZ) (IMPACT) o z ; T. GENERAL NOTES: Wl ;re', NOC Q 14'L 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA {III F4M742Ner ry I-�. 5p35mmBUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: I Q U g l7 s 3m a S• TAS 203-94 E —F n CO y Ra- s TAS 202-94 N i J W m 3 TAS 201-94 N �-a In ASTM E330 n Z m''' 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2%FRAMING AS A MAIN WIND FORCE II L c . -, <€10 RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE C ti Z a FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF J ��h Ej INSTALLATION. H a W1 3. 1X AND 2%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. AMAX - - 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR 4vv . A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED <vv HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS Alkilk DOCUMENT IN NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM `vv `vv THIS DOCUMENT a THE PROPERTY Or&11WING.ROES,INC MIAMI-DADE PERA. AND DWI NOT DE REPRODUCED W WOOLF OR PART E WITHOUT WRITTEN CONSENT Of BUILDING DROPS,INC. MI EDD.IONSHADD CUME TADENMING,MI MUER TEDA ERIE J�� M telly Sign a�D�UMEMMENOf PERrero.MID 5. MULLION&CLIP MATERIAL:ALUMINUM 6005-T5&6063-T6(AS NOTED) IIIIII INVFUD4TE auR CFRnnunoN. Digitally signed fiy-i ipg tp N• o,P.E. 6. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL. aeason: e�qtlovlpg t d.. Ent Date:200..0404:03:T 6'rr✓,, 7. SEE SHEETS 5-10 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS, i iin� NN �V• .....L �� , MULLION CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. y L `���,, �` i :O 8. IN ACCORDANCE WITH THE CURRENT FBC CH2O DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME i INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED. Wl _ �' 1. = vim: -.TAT • i c TABLE OF CONTENTS 2 =-0�••.% 'c•- oP./ G�� SHEET REVISION SHEET DESCRIPTION QQ QQ '���,is`S�/�ONALE�``� 4vv �vv 1 GENERAL NOTES AND TYPICAL ELEVATIONS NLP.0 73 78:` FLORIDAOIL0A P.E.No 2J22B L F Wl W2 BUIIDINO DROPS,INC 398 E.DM1A BEACH BM338 2 MULLIONS CROSS SECTIONS DMA BEACH,FL 33004 4 FBPE]SRT.OF AUNIORTunON No.29578 a 3 ANCHOR CLIP CONFIGURATIONS TYPICAL ELEVATIONS FLM: r. 2 4 VERTICAL SECTIONS&ANCHOR SCHEDULES INSTRUCTIONS: F L606 7 5 ANCHOR LOAD TABLES FOR 2723 ONE-WAY MULLION 1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. DATE: 10.06.17 7 2. CHOOSEMULLION HETHETHAT PROPERLY REQUIRES HE ONE-WAY ORION AM DWGAG CHK.-BY: F 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY TWO-WAYORMULLIONS: 6 ANCHOR LOAD TABLES FOR 2723 TWO-WAY MULLION . ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF ONE-WAY MULLIONS. • ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH MULTIPLE MULLIONS REQUIRE SCALE: NTS 7 ANCHOR LOAD TABLES FOR 2724 ONE-WAY MULLION USE OF TWO-WAY MULLIONS. Y 8 ANCHOR LOAD TABLES FOR 2724 TWO-WAY MULLION 4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN PRESSURE OF OPENING DWG.9: SW D015 USING CHARTS ON SHEETS 6-10. SHEET - 5. QUALIFIED CLIP TYPES APPEAR ON SHEETS 3&4.MULTIPLE ANCHOR TYPE/SUBSTRATE/CLIP COMBINATIONS 1 9 ANCHOR LOAD TABLES FOR 2728 ONE-WAY MULLION WITHIN AN OPENING ARE ALLOWED. OF 10 11 6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL GOVERN OVERALL ASSEMBLY 10 ANCHOR LOAD TABLES FOR 2728 TWO-WAY MULLION DESIGN PRESSURE RATING. t i Silver Line byAnde`Esen g Ii $ 1111111 ONE SILVERUNE DRIVE NORTH BRUNSWICK,W 08902 PH:(80012364228 i Z CJ p Z M E A3 e 0pj p Op' fi g. N W¢ O Z S i MIDO C m ^,. �I� u 2222.�Wo TTi 3 1.00" /�� N C oCO m A j O <€) „el „,IQ Ln H a 0.10” 0.10" ii 010" 6THFBCEDITON AG 10/17 nci MOa 51 r A WRONGPITOUOS TO TO D OCUM,T,.H IING.OR OMER ;/i' MHRDNGS TO TOM OON UR CERO HOT PERMI"FOANO INVALIDATE OUR CERTIHG110N, 1.00" 2.00" 1.00" �•‘" s F.12/���,,, i SERIES 2723 SERIES 2724 SERIES 2728 •.•`',/10 .•`' ', �`' �_�o�s 3 TUBE MULLION TUBE MULLION TUBE MULLION = v :TT'% S� f o 1 1 SOT .0• Ot'..44,u, % G 1 HERUN kick101..c BUILFLORIDING'DROOPS,INo NC NOTE: SEE SHEET 3 FOR SPECIFIC 39B D I BaWLBLND.X038 4 CLIP TYPES AND DIMENSIONS. iBPE ANT.OF AUTHORIUDOH No.29578 4 FL#: FL6067 0. DATE: 10.06.17 DWG.BY: CHK.BY: AG HFN i SCALE: NTS OWG,#: SWD015 SHEET 1 2 OF 10 • ic Silver Line n brAndeBqi g UI A a... ONE SILVERUNE DRIVE NORTH BRUNSWICK.NI 08902 PH:1800123E-4228 --• 7.68" 7.68" 2 0 Z z gg E O a R mSH 4 e me 1' 1.12" 2.25" 1.12" 2.25" 2.25" 2.25" v Q C LL .,s a x _. 'V W C Z Z 5a� 1 N m 2o -3 a N_E a J W m ^ 5a u n, z ,-m N0 O m 60 li,z z w <€31 w� a .1 r— O 0 0 0 —ED— 0 v 0 0 0 0 - _Om1 REMARKS BY DATE p O 6TH FBC EDITION AG 10/17 _ .. THIS DOCUMENT IS THE PROPERTVOi BIIIIOING DROPS,INC AND SHALL NOT BEREPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OP BUILDING DROPS,INC ALTERATIONS,ADDITIONS,HIGHLIGHTING,OR OTHER MUM.TOT.DOCUMENT ARE NOT PERMITTED AND INVAUOATE OUR CERTUICAT W N. ```N%%LI 1111///1I ,%\ \,10F• O.,'i% ......?.:;.001011..J.P0 =* , # : * . Ln Ln 6 p N p N ''�����SS''�''O1NAIll6�G���`. 1 HERN16 4!uaio,`P`E 222"' —�•�'P,T�q% %/.�%/�i'/.� �%I�%�Nf��i/ orf-0Rf �%� ROMA PL No 73778 300 1%DM80 FBURDING6 LVD. 33a 4 7.68" 7.68" FBPE CERT.OF AUTHORIZARON No.28878 i FL#: s FL6067 e MULLION ANCHOR BRACKET 2722 DATE: 10.06.17 I MULLION ANCHOR BRACKET SO-2722 ALUMINUM (6063-16) ALUMINUM (6063-16) DWG.BY: CHK.BY:AG HFN i FOR WOOD SCREW OR MULLION TO MULLION ANCHORING FOR CONCRETE ANCHORING SCALE: NTS DwG,a: SWD015 SHEET 3 OF 10 1 1 iSilver Line til EXTERIOR INTERIOR MAricIFRri 1 VERTICAL MULLION ANCHOR 'U a BRACKET 50-2722 MULLIONElm II. MULLION r 1/4"MAX. HORIZONTAL I. 01; MIN.EMBED ONE BRUNSWICK, KURI0E I' TRANSOM — — NORTH BRUNSWICK N 08902 MULLION 1 228 I ill 1 �1/4"MAX. PN:IR0029aaLi i:% 1 I I N Z lJ r MIN EMB. VERTICAL I W x 0_ Z / MULLION I I MULLION ANCHOR ro j a 2e. l! BRACKET 2722 ^ i m 'g SUBSTRATE BY OTHERS N.t-. g °5 22:e. I e oIQ ma tg Z=ge EDGE DISTANCE MIN. n 51, ^ NG > m Lu OA ANCHOR DETAIL B VERTICAL SECTION •W~ a <Q MULLION ANCHOR BRACKET 50-2722 O ALUMINUM MULLION a L� SIDE VIEW-VERTICAL REMARKS BY DATE 6TH FBC EDITION AG 10/17 ANCHOR SCHEDULE FOR MULLIONS - SCREW EMBEDME EDGE INSTALLATION MS OO[UMENi NINE PROPFR1Y 0 pJR0lN6pPOPS,NC SUBSTRATE TYPE QTY PER ANCHOR TYPE NT DISTANCE AWITND ILNOT BRITTEN CONSEMREPRODUCED OF RE OLE ORM,PART`P LOCATION (IN.) (IN.) MARKKINRGSTOTNNISDOarAENTARENNOTBU OR MEDFA"ND INVALIDATE OUR CERTIEIGTION. ANCHOR WOOD BRACKET 6 #14 WOOD ANCHOR 1.5 0.75 ��•����`g F E'I�����// E 50-2722 ``.. ��E• • •O,,ice',' .1 ANCHOR Sr F O 1. CONCRETE/ BRACKET 4 i"0 ITW TAPCON 1.0 2.50 MASONRY 50-2722 - • 7 ' I ANCHOR = -D • =T•T • cr ALUM. Z. BRACKET 6 1/4"SELF-DRILLING SMS 3 THREADS 0.50 - 0,�'••,..I- .... �� s MULLION 50-2722 ••••••••• ? 5 ''�'i,s`S��/��IONAI_��•N i NFFYES 4f 116dM\‘‘‘ RDR IDA PM No 73778 B 80D810 DROPB.NC i NOTE NOTE 398 DM09 80Aa F!. 41 315 FORE CERT.OF AUEN0579110N No.29578 i -HEAD,SILL AND JAMB HAVE DETAILS SHOWN ARE TYPICAL FOR ALL • FL q: SIMILAR DETAILS MULLION&CLIP ASSEMBLIES.SEE F L6067 3 SHEETS 5-10 FOR ALLOWABLE MULLION CONFIGURATIONS,SIZES,AND DESIGN DATE: 10.06.17 PRESSURES. DWG.BY: CHK.BY: AG HFN i SCALE: NTS 1 DWG.#: SWD015 SHEET /Cll OF1O Ott IC Silver Line 3 MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(ONE-WAY) brAndersen ' W-Tributary Width(in) 111111L-Mull 4 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 1111 :, 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,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:(800234-422B 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 N Z L.i 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 >a z E 34.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 MULLION L j -- i e 1 36.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 r ry ¢ o m-I e 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 [1�� 7: N Z o o s s s a 40.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 MULLION r+ J L�°'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 I►��- _ •14',',5 a z E.,., , 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 LA �y `- �'¢ ° 346.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 n.` . m 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 II "S h j 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-w2-I I-w2-i n 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 cu w H a 54.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0a 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 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 THIS LNKUMEHTIS THE CROPERnor§aILDINGIMRaPS,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 AND SHALL NOT BE REPRODUCED IN WHOLE OR PMT WITHOUT WRITTEN CONSENT Of BUILDING 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 64.5ALCNRATIONS,ADDINONS,HIGHLIGHTING,OR OTHER GS TO THIS DOCUMENT ARE NOT PERMITTED MO 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 CERTIFICATION. `` S F E i iO,,, ```` eF. ''' a TABLE NOTES: - - - `�tvQ;. I. 6`,Ao'�/ R 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. = -a ..T,T r cr ' 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. . 0 '•••t.••- O? •�• 4./ 5.4. SEE SHEET 3 ANCHOR REQUIREMENTS:FOR SPIFIC CLIP DIMENSIONS. ''•��°SA..IOINA1,,xG````% E HERY6 F!F E PL •WOOD:#12 WOOD SCREWS ROH P.E ND 73778 •CMU:1/4"ITW TAPCONS 098E NC OIUCH BEA LDING B 338 DMA BEAM C. I Da AUTNpCZATICU Ha 28578 33004 •CONCRETE:1/4"ITW TAPCONS FERE CERT.MULLION ANCHOR BRACKET 50-2722 i •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5) ALUMINUM(6063-T6) FL it: i 6. INSTALLATION SUBSTRATES: -11-- FOR WOOD SCREW OR MULLION TO MULLION ANCHORING F L6067 i •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: am •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2.47 5.25 AG HFN i 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". 0.3(5° CONCRETE SHALL BE MIN.4000 PSI. DWG.6: SWD015 •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. T] ,.o• I_ SHEET STEEL SHALL BE illIN.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 €� Silver Line i MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(TWO-WAY) IrAndeEggii a L-Mull W-Tributary Width(in) U F. 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 ,II., 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,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:(8001236-0228 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 99.0 Ri 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 96.5 92.8 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 T W v 5 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 co a 9.7 O a 6$ 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 o 0 3 a $e az nagn2 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 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 1-L MULLION n I...:Qa o Z_s ��g o oa 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 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.„sw w2 ",j` = T m`,2 # 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 / IN tc. 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 / j ):00 L z 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 // N__c. 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 ~ 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-w2 4-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 _67.063.5 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 f 61.6 f 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 rHsoomneNTsrNEcaorearvovRI�INEORGH INR 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 wNDS SHALL BEREPR PAPTNT Or 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 ALTERATIONS,ADDITIONS,HIGHLIGHTING,OR OTHER 74.0 100.0 100.0 94.8 86.9 80.2 74.5 69.5 65.2 61.4 57.9 f 54.9 52.2 49.7 47.4 45.3 43.5 41.7 40.1 TRIBUTARY WIDTH= 2 IMRRINGSTINVALLOATT OTHIS DON�RCEROiIENT MS"�°AnoLAN"TTE°AHD ,J,",.��e5(F ur0 TABLE NOTES: � • •% Q-" ,,,. "�� c('�0;�� 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS QUALIFIED ANCHOR CLIPS ��/ : - &CLIP DETAILS. `* f x 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. = -0 • :T'T • : X ' 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 1.p0�-•.,% '(•- •P; ,v../.;.- 4. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. F •, "' 5. ANCHOR REQUIREMENTS: ''''',SS�oNi(�v-„.•`` I •WOOD:#12 WOOD SCREWS NERVES F.NORERO,P.E. FLORIDA P.O No 73778 SUMO MOPS INC •CMU:1 4"ITW TAPCONS 385E 000A 80A04 BLO.338 D3 •CONCRETE:1/4"ITW TAPCONS RIPE CERT.."IOFF A AVTHOIIZ�AION No.29578 MULLION ANCHOR BRACKET 50-2722 6. INSTALLATION SUBSTRATES:RILLING SCREWS(GRADE 5) ALUMINUM-1 - FOR WOOD SCREW R MULLION 6TO MUFLL p: MULLION ANCHORING •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD F L6067 a 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 2.47• 3.25• DWG,BY: CHK.BY: _ 2-1/2".HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. AG HFN •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2". O.3I5" SCALE: NTS CONCRETE SHALL BE MIN.4000 PSI. DWG.6: SWD015 ( •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. -1----1 L.- (- SHEET f 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) OF 10 FOR CONCRETE ANCHORING / Silver Line 1 R MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(ONE-WAY) DrAnd 1 i1 S L-Mull W-Tributary Width(in) 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 III 111 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 SIVERLINEDRNE 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,NI 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 P11.(800L234-4228 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 Ri 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 >p z 34.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 x J -.- s 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 CO - ao g&2 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-_ N o o bis l' 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 �I v¢- a „ sax='. 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_ MULLION EN m¢� - z i s X'4 1. 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 IP: I2-CIPI-- r N Z 4 ow u T 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 hi E^ ` J 48.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.01W.111 ry 5 N G 2 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 II I W 1 z g 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 I-w1-I~w2-I 1 C<ti a <€354.0 100.0 100.0 100.0 100.0- 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 P'h c 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 1- a 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 -- I 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 TRI 000UMENI B THE PROPERTY OP OUHDINCOROPS,INC, AND SHALL NOT BE REPRODUCED IN MOLD OR PART 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 AWff HOUT WRITTEN CONSENT OF BUILDING DP PS,INC LTERATIONS,ADDITIONS,HIGHLIGHTING,ORO OTHER 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 NIAR`IN`sroOTMARDAOTCUME.NO`noE!.M'TTEDAND TABLE NOTES: `.` Q • • 6 '.� QUALIFIED ANCHOR CLIPS ' 'z' �° 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS _* I►L•' ?-* &CLIP DETAILS. _ -0 • :T,T • : cr _ 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 13 •, : w - 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 9.,,%••.l.•- OP' i� 5. ANCHOR REQUIREMENTS:4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 4- - - - - + '�'i��sc,'S;ON'i....�` malts F.NORERO,P.E. •WOOD:#12 WOOD SCREWS FLORIDA Pt No 73778 ITW TAPCONS •CMU: BUO00 DROPS.RIC 1/4" 388 E.DANIA BEACH BLVD. 118 DMA BEACH, 33804 MULLION ANCHOR BRACKET 50-2722 FePE CERT.CHF Aun owZAnoN No.2057e i •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5) ALUMINUM(6063-T6) FL#: 6. INSTALLATION SUBSTRATES: H 1.00• 1- FOR WOOD SCREW OR MULLION TO MULLION ANCHORING FL6067 •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD 1 DATE: 10.06.17 SHALL BE MIN.S.G.=0.55. •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF I I DWG.BY: CHK.BY: 0.30'- 2.07• 2.82' AG HFN 3 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. JT DWG.#: SWD015 •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 7 OF 10 ALUMINUM 6063-T5. 2724 ALUMINUM(6063-T6) 11 FOR CONCRETE ANCHORING s Silver Line e tyAnd i eii MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(TWO-WAY) 1 1111 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 1111 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 SILVERLINE DRIVE BRU26.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 _100.0 100.0 100.0 100.0 NDRTPH:180 WIIX,N10R90x PH:1800123442x8 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 2 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 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 Z 21 a Q r2 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 n g F z- a t 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 w o O S 3 T c vaG p 0mmPPa 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 w¢ 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 1--1 N ro n. o Z815...... 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 -TT 3 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 MULLION` %/ / n f :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 ` �C/� / \7%X/ ry o Lf'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 j P. 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� % '' h !,.r 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 % / F- 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 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-w1-41-W2 A 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 94.687.3 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 THIS DOCUMENT 15111F PROPERTY Of BUILd0EOR0P5.Mt 70.0 100.0 100.0 100.0 91.9 1 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 ANDIIALL NOT .OLE PAWHOU WRITTEN CONSENT BO UM . 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+wz MAG9NGSTOT.DOCUMENTARENOTKAMRm°HED xD 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 TRIBUTARY WIDTH= 2 INVALIDATE OUR CERTIFICATION. `ttttttu I Ili,,,, z `•NNeS F. O ,ii TABLE NOTES: `,�Q-�,.•••';• �6` .. QUALIFIED ANCHOR CLIPS �' �° • 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS =* • -* &CLIP DETAILS. Z. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. :T T r , 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. % A` •. 54. SEE SHEET. ANCHOR REQUIREMENTS:3FOSPIFIL CLIP DIMENSIONS. �''i��sS;ON'�t�?�````� i •WOOD:#12 WOOD SCREWS FL AF.NORM.RE 5 BUILDING DROPS INC 778 •CMU:1/4"ITW TAPCONS 3913 E 0R00N BFApI BLVD./338 DMG*BERG,R •CONCRETE:1/4"ITW TAPCONS POPE COMT.OF AU1HONRATON No.295713 i •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5) MULLION ANCHOR BRACKET 50-2722 FL#:ALUMINUM F G c 6. INSTALLATION SUBSTRATES: -I 1.o0• F- FOR WOOD SCREW OR MULL ON6TO MULLION ANCHORING L6067 i •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD 1J DATE: 10.06.17 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 AG HFN o.2a° x.oT• z.ez• + I 2-1/2".HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. I SCALE: NTS •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2". 0.250^ CONCRETE SHALL BE MIN.4000 PSI. _L,_ -I DwG.#: $WD015 •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. I -L.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 J • €/ MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(ONE-WAY) Silver Line 1 3. L-Mull W-Tributary Width(in) MAndersed • 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 II 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 I®. 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 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,NJ 08902 PH:(8001234-4229 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 2 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 >0 _, v B 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 OD ao¢ e e 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 Z o o a d a o 40.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 -L-i c¢G g °m m s a _..2 rill `,06`2,Q z a<"'1i 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 - a o 0 o a,., 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 MULLION IA M¢z J 9 W o 0 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 ��, ^CC m E. 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 0 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 �I II A I 1. 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 F-W2---W2-1 g vWi ^ w54.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 liW-1 )- 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 6TH FBC EDITION 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 TIE PROPERTY OF B ILOINGbROPSINCMO SHALL NOT UCED IN WNW OR PAPT ; 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 WITHOUT WRITTENEF CON ONT OF BOWING ORM IMC TIONS,ADDIDONS,NIGNUGHONG,OR 0111111 70.0 100.0 100.0 100.0 100.0 100.0 98.4 93.6 89.3 85.7 i 82.5 79.7 77.2 75.0 73.1 71.4 69.9 68.6 67.5 MUM.TOTHIS DOCUMENTARENOT MAIMED MO INVALIDATE OUP CERTIFlunON. 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 nuuu 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 ����� ,,,�i TABLE NOIES: `�,%•SESF.•• 0,,,,i 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS QUALIFIED ANCHOR CLIPS ��r`` '• O�il' `.-0A &CLIP DETAILS. = %' %.,* ' 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. = v . •T•T •• : cr • 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. � � � � � ••NA,.• 5. ANCHOR REQUIREMENTS: ''����is`S,ONALE4G,,'�` •WOOD:#12 WOOD SCREWS IHANEpb!l�S�` 91.0MA PEOPNo 73778 •CMU:1/4"ITW TAPCONS BUILDING DRS INC •CONCRETE:1/4"ITW TAPCONS 398 E.DAMLuria 8330 4 338 MULLION ANCHOR BRACKET 50-2722 OAMA AUTHORIZATION •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5) FBPE anr.OF AunRomunDN N.29ve ? 6. INSTALLATION SUBSTRATES: FOR WOOD SCREW OR MULLION TO MULLION ANCHORING F`# FL6067 •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD DATE: SHALL BE MIN.S.G.=0.55. 10.06.17 3.25' 4.00' •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 0,10. owGABG cHKI IFN 2-1/2".HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/40&EDGE DISTANCE OF 2-1/2". "r" SCALE: NTS CONCRETE SHALL BE MIN.4000 PSI. DWG.#: SW D015 •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. -fl 1oc. r_ 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 } ALUMINUM 6063-T5. 2728 ALUMINUM(6063-T6) O OF 10 FOR CONCRETE ANCHORING • Silver Line i MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(TWO-WAY) DrAnd 7 ii ' a 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 1111 : ,. 24.0 100.1 100.0 100.0 100.0 100.0 100.0 100.0_ 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 _100.0 100.0 26.0 100.1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ONE SILVERLINE DRIVE 28.0 100.1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 NORTH BRUNSWICK,NT 0E902 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:(80012344228 32.0 100.1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 92.8 i Z Li• 34.0 100.1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.7 94.6 90.8 87.3 x 0 z m 36.0 100.. 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 Z j a x e 38.0 100.1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.7 92.3 88.3 84.6 81.2 78.1 ^ - c•-cc2m e $ 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 77.2 74.2 N o S 3 ,e 42.0 100.1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.7 91.9 87.5 83.5 79.9 76.6 73.5 70.7 •0¢ o L9 m m 44.0 100.1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.5 92.3 87.7 83.5 79.7 76.3 73.1 70.2 67.5 �-` No CO a _1 o o 1 a 46.0 100.1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.7 93.2 88.3 83.9 79.9 76.3 73.0 69.9 67.1 64.5 MULLION ' �E J o J W T. 48.0 100.1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 94.6 89.3 84.6 80.4 76.6 73.1 69.9 67.0 64.3 61.8 MULLION/ /� /7` / 7 ^ 11 m m Si 50.0 100.1100.0 100.0 100.0 100.0 100.0 100.0 96.5 90.8 85.8 81.2 77.2 73.5 70.2 67.1 64.3 61.7 59.4 52.0 100.1 100.0 100.0 100.0 100.0 100.0 99.0 92.8 87.3 82.5 78.1 74.2 70.7 67.5 64.5 61.8 59.4 57.1 r % L i;0 0p 12 <€, o 54.0 100.1 100.0 100.0 100.0 100.0 100.0 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� j, % w It.) " a 56.0 100.1 100.0 100.0 100.0 100.0 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 F I^ 58.0 100.1 100.0 100.0 100.0 100.0 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 1 / _ 0 60.0 100.1 100.0 100.0 100.0 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 62.0 100.1 100.0 100.0 100.0 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-W3-II-W2-I 6TH FBC EDITION AG 10/17 64.0 100.1100.0 100.0 100.0 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 66.0 100.1 100.0 100.0 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.. 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 70.0 100.1100.0 100.0 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 Hi:oOwMENt°TNT PROPERTY OF!WINO DROPS,INC, 72.0 100.1 100.0 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 eE REPRCKIUCED IN WHOLE OR PART CONSENT OS WADING MODS,INC. 74.0 100.4 100.0 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 W" WIT AEODOIONS,HIGHLIGHTING,OR OTHER TRIBUTARY WIDTH= 2 MARKINGS TO THIS DOCUMENT ARE NOT HAMMED AND INVALIDATE OUR CERTNICATION. TABLE NOTES: J`i��ES F 11j0.////i QUALIFIED ANCHOR CLIPS ;'��<..'' �-P 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS _* % f C* &CLIP DETAILS. r',j 71. m 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. - o . :T•T • ; o ' 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. -.:. -73 % : ZU 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. %/'K� ••..,,,,,..• G��'�` 5. ANCHOR REQUIREMENTS: -�- -�- ,',/SS/ONAL -' %`�" •WOOD:#12 WOOD SCREWS HE/RE/I(i6lxoaemlbk�' •CMU:1/4"ITW TAPCONS BRUILDINORIDA P.C. DROPS.INC 388 E.DMOA 00001 BLW./STB DMBA 80801.R 33004 •CONCRETE:1/4"ITW TAPCONSMULLION ANCHOR BRACKET 50-2722 FERE CERT.OF AOTH0D2ATON Na 28875 ^ 6. INSTALLATION SUBSTRATES:RILLING SCREWS(GRADE 5) FOR WOOD SCREW OR MULLION ALUMINUM( O63-T6)TO MULLION ANCHORING FLS.: FL6067 •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 •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF °10' 325 4.a0 DWG.BY: cHKI 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". 0.315• SCALE: NTS CONCRETE SHALL BE MIN.4000 PSI. DWG.6: SWD015 i •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. 1-=.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 ALUMINUM 6063-T5. 2728 ALUMINUM(6063-T6) 1 O OF 10 FOR CONCRETE ANCHORING f J