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TABLE 6A <br /> Mullion capacilty <br /> OpO"Ing 7 W1. 90 <br /> Vdidth(for rrtl P2nrd Millions) penIng H -hl(far ho ftsparring <br /> Wk. 1. Im 0 UP E. itoth 1wha <br /> --- <br /> R;;ran$llar Rwwwft 1IMPFIX-ro Iltwftbg- 4-- ---- �--% ft- -f- <br /> TT ,%- I d.O" TsLv-Iduw <br /> lx4x.125 tp.&w L-sdha 9 Uxdm Lo"M Ludna L-&w L'aft La-fin L-fru L-dm mm C13 Altun.Tub <br /> Mullion <br /> g z <br /> IZIJ3 140 171%Od <br /> .0 <br /> -4 Tv T <br /> T" i I I <br /> 1,T11fli I Lai �19 <br /> eG8 170,0 96 170.0 M 170.0 619 17to ilia 170A I-M-A U� IXO 621 ljoo 14W 170.0 821 145.0 1409 170.0 __[I <br /> 42 I� _L74LD 620 170.01 44S 170.0 744 1170.01 Me Mq - vma 6w 9-r.7 I= n <br /> 481n 170.0 1 .0 624 A 00 17MO W4 170,0 OR 170.0 630 170,0 It33 IMO W1 IM0 1275 1711L. 1 3 1393 17LO 60 1 - 1313 L70.0 W* X <br /> ODA I= 170.0 7W 137A C� <br /> 50.6251n 17XLO T47 I .0 W33 1 -0 M -�MS 17LO 7W 11-1.1 I= 1-10.0 758 1 1235 MO TW -L- P <br /> �70.0 170�O 1W 7%0 1195 1 .0 723 JW.I 1= 17110 T47 �74��6 9 LU <br /> IM, .0 W2 1154 170.0 ej--TT2 7�3-twl- <br /> IOMDA 1=2 W.2 556 1 0 Ila -11M <br /> 104A 11rA 170.0 W3 L37.2 150 mo 7iZ <br /> 84 In 170.0 707 U0.8 612 170.0 MO 691 170.0 !118 110 754 -f7-12"-21-1 il" <br /> -& = 1112 7901 100 IMI 702 71 126-1 702 625 100 125.1 <br /> 1;6� .0 1 AT 1 .7 1042 IM.0 797 14Z"g U92 MIA 12 1 1 1042 1 T_!S 1112_L0C M8 W1 100-D IG(2 130-2 --- 5 744 <br /> 131.0 M 100.0 892 IZIA 760 00.7 WMZ 114.8 7% -iW 70�4 TO 84.a On IQL0 744 5&7 M IMA <br /> 892 X <br /> Z <br /> 711 51.1 047 94A 711 <br /> 170.0-T- - --- 8 <br /> Win T45 151 M 144A M 113A <br /> - 947 108.7 -7 "1 TWi 72� em %1 047 94.0 <br /> 88 In IWA 047 709 137.6 047 IT14-od-7-A-TGmO- iiao 130.3 788 103.4 947 117.7 752 91,9 VI - --- LU <br /> 690 VT-Z- w a. <br /> -iTa- 84S W - 9 qZj e76 46.9 W- 76A 65S 40.5 04a M 652 4Z6 US T2.4 651 <br /> im,- 8-49 --IW7 0 <br /> nh, -i�� 0;T i'mT i�T-1,73-2 w-1-Z7 91.0 Ve M 2 -Xf ja MA 595 H. 19 <br /> .9 --- aj- Z-- 0---j ---w-;&-, -Fw--�,T W r-- <br /> lain <br /> -;15 5-Ta-_jW-7 WS W3 M IV-$ 6 7 T2 T M <br /> 1.1 -'E-- 63A SW 44.5 724 .3 On 54.3 -iv- <br /> --a.-r5-q -- <br /> 7 08=0 --E 33.4 a <br /> ---F 111.d 634 sq, 774 SC,, 62t 7G.2 724 e2.0 Ma 724 14A A .1 1 .4 60 3" 9.o 643 34.9 -- - <br /> a in T,16; iZ 44a -2 --W-:F4.e--!Z3--a 1 430 ;R7 54 7 W <br /> -iZ Ti a--;m--it-o- sz--To T-W4- 40.7-7 F_jW -5 -;;T 47A 458 As 4Z8 412 14.8 co <br /> M C> <br /> 23A 386 2D.6 1 08 126.6 380 ITS 474 _H2 376 <br /> 427 47.8 478 4%7 6470 - <br /> 4t2 35A 476 U.5 8 34A 400 478 MC <br /> ----w Z-w--Zl- -41W SIA .395 2M 8 <br /> -�I­-ii'ST 377 1 34A 20.1 1 377 317 16.8 -iy-r 19.0 -7iis <br /> 41A ---- 330 25�2 ----Z- .14.4 Vr 117.1 304 w <br /> 1001n 40.3 3FF 335 21LO 377 30.0 30 Z?.4 371 24.0 LLI X <br /> - <br /> -3-5- a 9---_-r3-jA -j1-3- 232 357 24.4 309 2046 3W - -�74 48 CD <br /> Ili M 37.1 7 t-37 .0 X <br /> 12D h 293 21-11 24-5 E-4 W.1.7 18.3 3G -< 0 <br /> 2�A) 0 <br /> 1441. 17.0 lflM I'. 1es Et- q_-1 0 <br /> ANCHOR CAPACITY ADJUSTMENT FORMULA: a, <br /> rs 9 <br /> 81.5 T11. 191-Td,i I a <br /> 5z <br /> "o 411.017- <br /> 'no <br /> 00 <br /> 4.T 1. -4 <br /> 310 <br /> 'us 70 70 <br /> 1-11 47 70 70 <br /> 7 "1. <br /> TU <br /> 21B <br /> 047 9.47 <br /> 111,14 3 377 126.8 <br /> 12[E24..4 is. I. <br /> 1.. ,7 <br /> TABLE6B It <br /> b"Cap-2 <br /> ZA CW-0- 3.6k C... tableFlud tmu FT (OP-)x UU'N ANCHOR CAP. <br /> WVEka- -TW-S&ft._jI V-Ej 19-85l;k. 01081w 0126t-d 9126tW PRODUCT REVISED <br /> A-1.,np. W%-Eboftadw VV Doo UMMM vlb� 3018FIC.Uft- 1/4'S3-Lab-m Aag.lrlda Uww, AweGkl S.-(GS)SC-M 5u (M USE THIS FORMULA TO OBTAIN THE'ANCHOR as complying with ills Florida <br /> Anchor ClIpPatterns r --il-M -rl-jal --- 0-3W CAPACITY REQUIRED*CORRESPONDING TO AN Building Code <br /> �2- 3-118- 2- 0.49- ACTUAL PRESSURE REQUIREME14T FOR THE NVA-No. 17-0630.01 <br /> I-VV • 1-us- i-vir Iw <br /> I.W I.3W I�V -TZ2-1b. --70-ft OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26120211 <br /> -4WI-b. -690 c, 1644 1b. 210 M. 23DMS 334 In <br /> -W -grlb.- 1120 ft CAPACITY(FROM THE TABLE).OF THE SELECTED <br /> 2 A=h- !.�7�MkL O.C.f Stmdwd 0 Met C41P(MV0.1 30 390 It. 740 its 374 n. <br /> ---- 60-r. -NfA A 682 1b. <br /> -----71A IN �A <br /> 580 MS 7410 It$ 9Z r-� - W - --W -13--T-p, --�ft MULLION,IT WILL Yi ELD A M INIMUM ANCHOR By <br /> NIA WA NIA NA 760 lb- WA A A A A 631�a M -irga_U CApACTTy WHICH MAY BE USED TO QUALIFY fflima=Pious"Control <br /> 7W r" Now$ -Imw <br /> 0 A.hm a I.w M� samiwd fa otheo rap 09-4� 743 It* ewtw 1wft <br /> 4 Amb-@;r Un-�,VI .tm= -ii6-- ADDITION <br /> WC. =9. 6MM. WA 76M AL ANCHOR OPTIONS FROM THE <br /> -F=-rn -EZ-1 M. 26321b. J-TO-22b� L* <br /> -6 AZW1i r U1.C.C.1(2)26 AMI.CrO I FU 1IT01b. WOW WA L ANCHOR CAPACITY 7ABLF- <br /> -N)A WA WA WA NIA WA WA WA I <br /> W <br /> u "A <br /> WA 290 On WA _t_3151W I <br /> q W�Z-Mtn.o.cj F�m teu� X 350 M 280 S 791b. -W N/AWA <br /> 70023 WA MIA A WA 380 Ila KfA, I VA I <br /> ROTE,FOR THE OFFSET CUP.USE THE SAME ANCHOR PATTERN AND ANUMUK VPJ-ur=S AS THE STANDARD CLIP- <br /> TABLE NOTES:. <br /> FIGURE 1: FIGURE 2: FIGURE 3: FtGi7FtE4-. FIGURE 8* FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING,SEE <br /> SHEETS 24 FOR GENERAL INSTALLATION METHODS. <br /> 2)L114EAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 0C -as <br /> 3)MULLION AND MULLION CLIPS SHOWN ARE NOT To SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23-HOLES No. 7• <br /> To BE DRILLED IN THE FELT)FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23 FIGURES SHOW <br /> SUGGESTED,APPROXIMATE HOLE LOCATIONS. <br /> a FIGURES: FIGURE& FIGURE 7: 4)ztx;STRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND mour-FiLLED� AC .I-�C 1 <br /> CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTM 0-90.WOOD SHALL BEPRESSURE-TREATEDYa .125' <br /> LOW . ATE <br /> SOUTHERN PINE WITH AN SO OF 0.55,ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125'THICK STEEL <br /> L STUDS TO SEA MINIMUM GRADES3AND.046-THICK CIS GAUGE).STRUCTURAL STEELTO BEAT LEAST.126THICK " 10NAL'e 111'`,N <br /> 'AND A36-ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 910& 1'X4XA25' A�LiGMILLA6.E. - <br /> ANGLE CLIP(FIGURES SM)MUST BE USED IN PAIRS, 'AND <br /> ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.#58705 <br />