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Product Approval Silver Line Windows and Doors
(a Q ry�' Ada lid SILVER LINE WINDOWS AND DOORSS""encs l Li SERIES 2723, 2724, 2728 IIII _@ONE SILVERUNE DRIVE `® o STRUCTURAL BEAM MULLION (HVHZ) (IMPACT) NORTHH:(80`234-422889@ 1 a y �o z y�� �j GENERAL NOTES: Wl W2 L O Z a R N Z Q��$$1 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA vv <vv ¢ S 9 mm P BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: TAS 203-94 n m a .4 Z U 6 i TAS 202-94 11111 I tV z 5 WoTAS 201-94 ��IIIII W 2 en' o a ASTM E330 N G `" 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE L =� ,, w Cilil RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE Ii;W y z u FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF LPi. INSTALLATION. F a Ul W1 3. 1%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. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR �QO A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILEDil(glie g/11 4g7‘1, 4" HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS AIX DOCUMENT IN NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM THIS DOCUMENS IS SHE PROPFRTS OF Al1IWIHG DROPS,INC AND SHALL NOT MIAMI-DADE PERA. v vv WITHOUT WRITTENECONSENEUO BUM.CED IIS WHOLE IXC. -I PLTERATbHS,AOOIITOM HIGHLIGHTING,OROTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AHD 5. MULLION&CLIP MATERIAL:ALUMINUM 6005-T5&6063-T6(AS NOTED) Q Wz INVALIDATE OUR CERTIFICATION Digitally signed by twill;Norero,P.E. 6. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL. �v 1 v l aeason:I E4A R SDlo pBT�ifiS�dagynent 7 r —1. Date:2'kl.M, ".:03: •�'�6✓i, • 7. SEE SHEETS 5-10 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS, I. Pill] `�� �Ct�.. __, MULLION CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. L `��/,. r,L. 'p O 4 8. IN ACCORDANCE WITH THE CURRENT FBC CH2O DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME 5 :* _* 3 INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED. Wl LI g TABLE OF CONTENTS J 13:• :TI ;411 ; Oma, 'c. O .: �. 65 SHEET REVISION SHEET DESCRIPTION <00 <QQ '�''��sS/ONAL.04``‘`` g 1 GENERAL NOTES AND TYPICAL ELEVATIONS MINN vv HERR�4�N e`P'E RDTBDA P. No 72778 fiU1DM0 DROPS.INC L — Wl W2 388 E.OANIA sacs BLAB. 338 i 2 MULLIONS CROSS SECTIONS DANIA BEACH,FL 33004 a MBE CERT.OF sunrOPolATIDN No.295713 # 3 ANCHOR CLIP CONFIGURATIONS TYPICAL ELEVATIONS FL#: 7 9 4 VERTICAL SECTIONS&ANCHOR SCHEDULES INSTRUCTIONS: F L6 6/ 5 ANCHOR LOAD TABLES FOR 2723 ONE-WAY MULLION 1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. DATE: 10.06.17 2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. DWG.BY: cHKI-IFN E 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS: 6 ANCHOR LOAD TABLES FOR 2723 TWO-WAV MULLION • ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF ONE-WAY MULLIONS. AG 5 7 ANCHOR LOAD TABLES FOR 2724 ONE-WAY MULLION • ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS. SCALE: NTS 8 ANCHOR LOAD TABLES FOR 2724 TWO-WAY MULLION 4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN PRESSURE OF OPENING DWG.#: SW D015 3 USING CHARTS ON SHEETS 6-10. 85. QUALIFIED CLIP TYPES APPEAR ON SHEETS 3&4.MULTIPLE ANCHOR TYPE/SUBSTRATE/CLIP COMBINATIONS SHEET 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 10 ANCHOR LOAD TABLES FOR 2728 TWO-WAY MULLION DESIGN PRESSURE RATING. CS t i� Silver Line 3 hMdel*i i. ME 5 Ell ONE SILVERINE DRIVE NORTH BRUNSWICK,NI 08902 PH:(80°`2344228 N ZLi 0 z J nz G asD NZ °55S3a, ^OWO R 0 Zgg>... N,Z u o n1'Zr s 1.00" '�� �J o 5:,CC, ;, N on rel „ ,,, z w <€9 ._., 6. 0.1011 P 0.1011 ii 010-ni illO r A ALTFRATIUNS,AOOITIONN XIGHUGNTING,OR OTHER ;/% MARgNGS TOTALS DOCUMENT PRE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION, 1.00” 2.00" 1.00° ‘O`.,,gS F 21 jlll// SERIES 2723 SERIES 2724 SERIES 2728 ; '',40/' O ; 1 TUBE MULLION TUBE MULLION TUBE MULLION =* `— -* Tom'•.. ''��",, ONAL E�G ii0 N�`� Hot ii Madam i FLORIDA P.E No 7.1128 NOTE: SEE SHEET 3 FOR SPECIFIC °"°°°°"°°R°° .1"ED1147 010FELSIwW.f/SSB FBPE CERT. MORIZA00N No.29578 F. CLIP TYPES AND DIMENSIONS. 4 FL#: FL6067 DATE: 10.06.17 p DWG AG CHKI-IFN 8 i, SCALE: NTS DWG.#: SWD015 I SHEET 2 OF 10 TF I �I Silver Line r: byAndergina 111111 ONE SILVERUNE DRIVE NORTH BRUNSWICK,NJ 08902 PH:1800,2344228 7.68" Kr �2 Li z o JZ Leh 7.68" 1 co� r QT v 1.12" 2.25" 1.12" 2.25" 2.25" 2.25"_ QC -u. m ' s v _ _ ..noa5ma N J Z y W o H R 3 N�` � m N b O m 2 C' 'v I 0 0 0 0 —0- 0 'v T - O O O O r -Om1 REMARKS BY DATE O d 6TH FBC EDITION AG..10/17 THIS DOCUMENT IS THE PROPERTY OF MATTING DROPS,INC NOSH.NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF MAIM.DROPS,INC. ALTERATIONS,AMMONS,HIGHLIGHTING,OR OTHER MARKINGS TO THIS DOEO MENT ARE NOT PERMITTED AND INVALIDATE OUR CER"NGTION. i /...'°,# .18% (6 Csi nE HERMES Y mat,P`E Df %/�%��/'/. %/�%/�6'/.� %/�%01 /'/. %��%/moi%� FLORIDA P.E No 73718 BUILDING DROPS,INC 388 E OANIA BU01 81.19./338 p I DANIA 8U01,FL 33004 7.60" 7.6811 DOPE CO T.OF AOTHORQATION No.29578 4 FL#: s FL6067 MULLION ANCHOR BRACKET 2722 DATE: 10.06.17 MULLION ANCHOR BRACKET 50-2722 ALUMINUM 6063-T6 DWG.BY: CHK.BY: ( ) ALUMINUM (6063-T6) AG HFN FOR WOOD SCREW OR MULLION TO MULLION ANCHORING FOR CONCRETE ANCHORING SCALE: NTS _ DWG. SWD015 J f SHEET 3 OF10 J eR i Silver Line EXTERIOR INTERIOR ErMders"eri 1 SVERTICAL MULLION ANCHOR MULLION BRACKET 50-2722 an illim F 1/4"MAX. HORIZONTAL � � MIN.EMBED ONE BRUNSWICK, J08 I( TRANSOM NORTH:I8OO 234-woasoz MULLION � •'1111i i �1/4"MAX. PX:(8001234-0228 I/ i I =Z z / MIN.EMB. VERTICAL 2.O „K i MULLION ANCHOR j a¢ ! MULLION i BRACKET 2722 ^ Z m 2 1g i SUBSTRATE BY OTHERS N w Q G Z, N.CO d -o _ MIN. rv_' 3 JWP 1 EDGE DISTANCE ^Z�.. m^ ry G > m A ANCHOR DETAIL B VERTICAL SECTION ••W~ <Q O O ALUMINUM MULLION a 4 MULLION ANCHOR BRACKET 50-2722 SIDE VIEW-VERTICAL REMARKS BY DATE 6TH FBC EDITION AG 10/17 ANCHOR SCHEDULE FOR MULLIONS SCREW EMBEDME EDGE INSTALLATION iH1S Boo.IN NR O THE PROPERTY Di BUILDINCDROPS,INC SUBSTRATE TYPE QTY PER ANCHOR TYPE NT DISTANCE AND SNAIL NOT BE REPRODUCED IN WROTE OR PART WITHOUT WRITTEN CONSENT Of BUREN.DROPS,INC. LOCATION (IN.) (IN.) ALTERATIONS,AMMONS,HIGHLIGHTING,OR OTHER MARKINGS TOMS DOCUMENTDOCUMENTARE NOT PERMITTED AND MAU IxvwDATF OUR CERTIFICATION. ANCHOR %`%%%%IIIIJ7 I' WOOD B5R0-2 K2EZ 6 #14 WOOD ANCHOR 1.5 0.75 ``•�'' F O. i r. CONCRETE/ BRACKET 4 ITW TAPCON 1.0 2.50 ' i' A ...0 MASONRY 50-2722 - v :. • :, . .., Cr ANCHOR s MULLION 4 ALUM. BRACKET 6 1/4"SELF-DRILLING SMS 3 THREADS 0.50 ��0, %.*t•- pP,/�<u�`: s 50-2722 ',O,isS/ONAl-ENN``. 6 HE9Ei6 4!Nll�it,CON 9 FUROR PE No 7377! BUILDING DROPS,INC -6 NOTE NOTE 38!04241*RCAF alat y° E EWE CERT.OF AUTNOFRATON No.2137! -HEAD,SILL AND JAMB HAVE DETAILS SHOWN ARE TYPICAL FOR ALL FL#: 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: j AG HFN SCALE: NTS DWG.#: SWD015 SHEET OF 10 v I €� Silver Line 1 R MAnders ri MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(ONE-WAY) 9Ell 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 11111' 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 SUBLIME 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 BRUNSW1EX,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:(800 234-4228 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 N Z E 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 O Z a 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 ._.:"..1 V a q§,m 1 36.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 r L_i CO Z 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 /�� N o o a a $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 iNi.r¢I'i Q g m a 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 / L P. n CO a Z o o g a 0e 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 ���� 2-- �'¢• ° J 3 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 4 / n'C` Y m Ea 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 II I j W 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-w -{I-W2-{ 9,in 4 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 w 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 P 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 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 I.DOCUMENT IS THE MODEM OF BUILOIN MODS,MC; 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 SMALL NOISE RFDRONUCEO IN WHOLE OR PART WffNOUT WRITTEN CONSENT OF BUILDING MOPS,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 ALTERATIOIONS,HIGMEWMING,OR OTHER IOI RR 5 TO TNIS DOCUMENT ARE NOT;MIMEO 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 MIT RCATION. � F2i2O"..4._.:,.,._:\ TABLE NOTES: 1,..z.,,,,d,1,‘`.."...s.,2.. ./.. 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEET4 FOR TYPICAL INSTALLATION METHODS QUALIFIED ANCHOR CLIPS : &CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. = :T'T 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. •:: 0 •• '�•- DP � •' 1' 3 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. ''.� sSS,• vG���`� 5. ANCHOR REQUIREMENTS: + + 4- + + 'F CONAL bE0.• ifilU i •WOOD:#12 WOOD SCREWS FLORIDA P.E.No 73778 81.91U010 DROPS.INC •CMU:1/4"ITW TAPCONS 395 P.DAMN BEAOI aVD.I au J • 033114 SPADE.R 33004 RIPE CERT.OF AUTHONI2A1I0N No.29325 •CONCRETE:1 4"ITW TAPCONS MULLION ANCHOR BRACKET 50-2722 . •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5) ALUMINUM(6063-T6) - FL#: 6. INSTALLATION SUBSTRATES: -11- ' FOR WOOD SCREW OR MULLION TO MULLION ANCHORING F L6067 •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 OFD.DD 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 ' DWG.N:CONCRETE SHALL BE MIN.4000 PSI. - SWD015 ' •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. 1-__I 1.00• 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 5 OF 10 ALUMINUM 6063-T5. 2723 ALUMINUM(6063-T6) FOR CONCRETE ANCHORING ii Silver Line MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(TWO-WAY) And? i s 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 11. 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 SILVER NE 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,N J 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 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 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 ? m vi 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 co z=L - p 4 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 96.7 92.3 88.3 84.6 81.2 78.1 N z a0 3 3 m..."-1 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 w s s x 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 MULLION n m Qa o 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 -1. I ^'-' o o.,` .0 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 yy2 N ` 2 5 a 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 �� �1-L / / ry 2 .CO 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 � "' W c....., 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�7 L W y ^I a 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 " / I "+ 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 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_ [-wi-II-w2-I 6TH FBC EDITION AG 10/17 62.0 100.0 100.0 100.0 100.0 95.8 88.9 83.01 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 HAINC NDMkt NOT BEUNIENT IS EMINIMUM,IN WHOLE ORPRODEPTY 04 IA 1ILDING p IST WITHOUT WRITTEN CONSENT Of BUILDING PROM,INC 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+W; ALTEMTIONSNAM ONS.HIGHLIGHTING,OR O HER 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= z "'A"°NGS O7116I reO'AUNT AAPENOT ONp'•1R�oAND ```%%till11l////7/ TABLE NOTES: (1::::(1111111.....-11/?1,110 ``��0�ES F.. O`�, ,... 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEET4 FOR TYPICAL INSTALLATION METHODS QUALIFIED ANCHOR CLIPS ▪�1:17.&CLIP DETAILS.2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. ?�'0 '...% 'C,- •P•/_��: 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: '''''��,,S c?C2••% •WOOD:#12 WOOD SCREWS HERMES E.NORERO,P.E. •CMU:ye ITW TAPCONS FLORIDA P.E.No 73775 BUILDING DROPS.EEO 308 E.09804 BEAOH T30. 335 " •CONCRETE:1/4ITW TAPCONS RIPE CERT. ASU HOWUT 20578 MULLION ANCHOR BRACKET 50-2722 SELF-DRILLING SCREWS(GRADE 5) ALUMINUM (6063-T6) s 6. INSTALLATION SUBSTRATES1-7FOR WOOD SCREW OR MULLION TO MULLION ANCHORING FLS: •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/211&EDGE DISTANCE OF 1".WOOD F L6067 . 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 x.40" 3.zs' DWG.BY: CHK.BY: 2-1/2".HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. AG HFNNTS •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/411&EDGE DISTANCE OF 2-1/2". O.32• SCALE: CONCRETE SHALL BE MIN.4000 PSI. I DWG.it: SWD015 •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. - _...1 ,,i• I- SHEET s STEEL SHALL BE MIN.18 GA.(0.04511 THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/81'THICK MULLION ANCHOR BRACKET 50-2722 ALUMINUM 6063-T5. 2723 ALUMINUM(6063-T6) 6 OF 10 ` FOR CONCRETE ANCHORING / € Silver Line 1 MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(ONE-WAY) DrAnders"en i L-Mull W-Tributary Width(in) a.: z 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 11111 24.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0ON 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 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 1 PH:(800L230-4228 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 LZi j 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 _.,._.i'-' n ,,; 1 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 MULLION DO-J D2 p e 38.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0Ei-li �I. _ g O o i$ 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 ¢C 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 MULLION N w¢ - z-1;'="-'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 I'-��.ri N- ° S 2` LL 3 46.0 100.0 100.0 100.01 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 = 7 ,"'„ 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 ,^�_ m m 5,&:, 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 II II 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 ~w2-I l-w2-1 1%17, < C 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 i= T. 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 83.91 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 COCUMEN,uTMPROPER.0iBM:4,4ROPs,INLI SWILL NOT RE REPRODUCED IN WHOLE 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 WITHOUT WRITTEN CONSENT Of BUILDING MOM INC. ALTEMTIONS,AIXIMONS,HIGHUGHI1NG,OR 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 MARONGS TONT ODOLLMEN ARE NOT PERMITTED ANO TE OUR CERTIFICATION. ````o''eS F E 120,,''''. " TABLE NOTES: .` Q •• '. QUALIFIED ANCHOR CLIPS ��' F '. 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS : - �►L•' ,i• &CLIP DETAILS. <� ' 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. = :T T • 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. . 0 --.•'(•- OP; 21/./.; • 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. � - - - - 5. ANCHOR REQUIREMENTS: ''i���SSf�Nt ...' �` •WOOD:#12 WOOD SCREWS HETU,ES F.N09EP0.P.E. ROMA P.D.No 7,77E W •CMU:1/4"ITTAPCONS ,eE E DROPS. O INC 338 •CONCRETE:1/4"ITW TAPCONS RIPE CERANIA H80901, ZNo.29679 i •METAL:1/4" N SELF-DRILLING SCREWS(GRADE 5) BRACKETMULLIOALUMINUUM R (6063-T6)50-2722 FL a: 6. INSTALLATION SUBSTRATES: -1 2.00° H 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 -ll-- SHALL BE MIN.S.G.=0.55. I DATE: 10.06.17 •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF DWG.BY: CHK.BY: 0.10. AG HFN 2-1/2".HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. 2.07 2.82 _ •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2". (in. SCALE: NTS CONCRETE SHALL BE MIN.4000 PSI. 1r , DWG.a: SWD015 •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. T -2,ou•- 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 jJ OF 10 ALUMINUM 6063-T5. 2724 ALUMINUM(6063-T6) Q \ FOR CONCRETE ANCHORING € Silver Line 1 R MAndersen MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(TWO-WAY) i' 1111 1 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 52.0 111; 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 SILVERUNEDRIVE 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 BRUNSW1CK,NJ 08902 PH:1800234-4228 28.0 100.0 100.0 100.0 100.01 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 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 uZ 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 > g 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 ro j a A e 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 Z a o .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 N g . a o a a='Ai .t 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 G a s s x s 1 N. C 2 Zai.. 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 _I N L0:s 0 7.-..g 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 ni a a 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 > 5 Y 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 \•'W/��//-L 1X / ENn N o 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/7 % H a <1 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 w2 ~ In 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 L 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 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-wi-I4-w2-1 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 97.51 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 56.854.1 51.6 49.4 47.3 45.4 43.7 NIS DOCUMENT IS IME R EW',OF BUILOINGLRORS,INC. 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 _ _ WRNOUTWRITTENCONSENTOFBUAND WALL NOT BF REPRODUCED ILDNGDOMOLE OR""INC. 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 Wl+W7 MAR`ENG"s"TOMSSDCUMENTARE NOTPERMIITOR°TED`OEM 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 CERTIFICATION. TABLE NOTES: .``44Q-rE F• O ///// QUALIFIED ANCHOR CLIPS '-z...: 4,11``� ��o,•= IC MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(ONE-WAY) Silver Line z brAndeI ji 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 a. 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 a. 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,W 08902 30.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 PH.(800L234-4228 32.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 KZ i o 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 GO.0 a o Q^,P i 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 ril r L N g a c„2111-1 m a M 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 _ Q C o „2 m 19 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 m_ g o ia s.1 144.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 L MULLION I��'- m J J W 3 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 ��, 2-= 2 5.: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 h t 00 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 LA w2 z, a <€952.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 [-wi-I[-W2 W El 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- a 56.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.01 100.0 100.0 100.099.6 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 iHIS OOCUMENY H DIE PROPERYV OG B JILMHG MODS.INC AND 511.NOT BF RFPROOUOFD IN WNW OR PMT 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 wNNDIRWRITTEN CONSENT OFBUILDING MOPS,INC ALTERATIONS.ADOOIONS,HIGHLIGHTING,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 WARMS INVALIDATEINSOUMcEM.NTHIMEO AND aOO 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 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 `olitii,r,r,,, TABLE NO LS: s.•`‘‘.. F. 0.�,,i.. , 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS QUALIFIED ANCHOR CLIPS ; .r`' ieel "p &CLIP DETAILS. =* 7 :* I 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. = 0 . :T•T • : D: 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. :13 '•.• •_ Qp; 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. ''' c�c '•••......•'' G���•` 5. ANCHOR REQUIREMENTS: �,, 6,/ONAt.E�,`` •WOOD:#12 WOOD SCREWS HEnufi4!116dFh6!��`` FLORIDA P.C.No 73778 BUILDING DROPS,INC •CMU:1 4"ITW TAPCONS 388 E.DANU BEAQI BLVD.ot ax •CONCRETE:1/4"ITW TAPCONS �� FBPE CET.or A�0Txp'1RSF 8 29578 MULLION ANCHOR BRACKET 50-2722 •METAL:1/4"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 1".WOOD e SHALL BE MIN.S.G.=0.55. DATE: 10.06.17 ' 3.25' A.00' •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF D 10'- DWG.BY: CHK.BY: N 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". D.al s SCALE: NTS CONCRETE SHALL BE MIN.4000 PSI. . my", SW D015 •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. T--1 ,., 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) g OF 10 FOR CONCRETE ANCHORING • - -- --------- - - -- - - -- ---- --- -- - - - Silver Line 'N R MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(TWO-WAY) brAnde154 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 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 1111111I' 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,NL 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:(8001234-4228 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 H 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 98.7 94.6 90.8 87.3 j 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.:74 a 1 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 co Z m 0-.2 E,E a0 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 P^., r 0g6..:+1 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 e w¢ 2 z <xx 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 n co a 9 0 d-)� 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 -I MULLION N Q p d W' 3 MULLION Wz 7 r'' 2 7 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 61.8j��� / ^> > Y CO 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- ry C R 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 , � ' / L "Z co e, <€,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// j� w w L~ir N 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 S l / �^ 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 49.5I 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-W3-11-W2-1 '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 42.4TNuooVMENrsrNePRORCRnoFBm01NGORoosmc 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 ANOBHA NOT BE REPRODUCED IN WHOLE ORP ART WITHOUT WRITTEN CONSENT OF BOWING DROPS,INC 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=W1+W2 NAALTERATIONS DDITIONS,HIan¢HmNG,OR MEoaU'no INVALIDATE OUT CERTIFICATION, TABLE NOTES: �s‘NsES F. �,,,i, QUALIFIED ANCHOR CLIPS ;�'�e- '' <<, •-, 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS Z :' F ..-P0 &CLIP DETAILS. - U 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 't ''• ' 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. II :T T • .r>� 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. '''0,(�• <•...P''ce,, S. ANCHOR REQUIREMENTS: �,,is`S/ONALE�o•N •WOOD:#12 WOOD SCREWS HEna{6I'Im p16��. 3 •CMU:1/4"ITW TAPCONS No 74778 Bii°olinwP.E.ROP&INC -- J98 EDME BEAa ODD./338 •CONCRETE:1/4"ITW TAPCONS �- E CERt Cr A CRI2iAYTON0NNo.20578 MULLION ANCHOR BRACKET 50-2722 FIV 6. INSTALLATION SUBSTRATES:DRILLING SCREWS(GRADE 5) ALUMFOR WOOD SCREW OR MUNUM LLION ON6063-T6) FLU: TO MULLION ANCHORING •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD F L6067 SHALL BE MIN.S.G. DATE:=0.55. 10.06.17 ' •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 0.20"- 3.25^ 4.00^ 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". 0.3I Y SCALE: NTS CONCRETE SHALL BE MIN.4000 PSI. • DWG.6: SWD015 •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. -n ,.. k- SHEET i. STEEL SHALL BE MIN.18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK MULLLON ANCHOR BRACKET 50-2722 0 ALUMINUM 6063-T5. 2728 ALUMINUM(6063-T6) OF 10 FOR CONCRETE ANCHORING 1