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u <br /> TABLE 4A <br /> Mulacil capadlyTablo <br /> L&TS) <br /> so so min 1401. 160 w <br /> so in 10 in Bedvat. TWTi--% R-w4w- 7.07dwQ� fwgdw Tmanamv- <br /> Wb Trapilid L..&g Leard <br /> p_Wo� T.Onbeg. RWWWa T-Vni Rb or T-0IT-0. Loadna Load.9 LO-1-9 La"M <br /> lX2-X R-WQWW Lwftq L--&O Laadaq Mi. Les-ing Leaft <br /> Lwcr.v Loaft Landes; Lad-g I-Oaft Lvadm cli <br /> .660 Ahnn. P <br /> Tuba <br /> 1:9 9 <br /> -a <br /> .-_ <br /> ­5 - <br /> !--- --170.0 <br /> --it <br /> --[---- - <br /> ------- <br /> L <br /> --W-- <br /> -40'7- -- <br /> - - z U <br /> 42M 170-0 170.0 435r0 a% 170.0 $01 IMO W Ino Sig 1700 ilia 110.0 w 702 O rM0 1=0t4w 170.0 521 15v I= imo <br /> 1100 52 "a.. IMo 661 T"OOF1Q75 1 0 170011417 1760 00 141.711417 1700 68) UIS D <br /> 50-EMMb 17MO 170.0 rA3 ,70.0IISS 170a 0 1268 170.0 T47 1463 i2N in. 756 -?0 eal08.1 I= 681 t1z,o- <br /> 170.0 <br /> LECUL/3 <br /> 6cc <br /> g CD ALC(zLz0 <br /> 0/-U <br /> U4b 197 1740 612HU Bw 70.0 691 1700 1110 'MO M '50�7 1130 1?" SW D 1130 I-MO OST 1200 Iva Ina am 1170 jj3O 17.0 gal 753 1700 n < <br /> w. 685 1700 "Ij483 sIS IW 761 1253 016 �5 7AS 100A CIS �3Z3 735 67.P 915 09 M 9 g. 715 ;S UA 15 )Z <br /> 1et.9 710 120,5 930 133.96 w1051 5301232 Eil 046 MO Z2 84A M IOU CM no V14 1? <br /> mh ini pal 14om 650 HO.0 L57 119-1 OWI -751 106.0 ;�4 aS W ag 600 0.0 757 K2 BDO 6 <br /> . e sN Ow, I iia a3.0 sle 7Z2 SM FAS &5 614 <br /> m5 571 90.4 498 Z 7&8418 8 CIA C < <br /> 78a gam SQ WA 474 i7 WRu 51.1 64a 1 WQ W 'o 0 <br /> BON 5ZI 4ur 533 301 4407 4&4 3-M 112 407 11.0 349 3zs 35.3 343 209 407 321 338 Me407 296 7 350 211 282 14 3% 24" 284 X9. <br /> 98n Axe 358 ".1 = 25 314 301 W M4 M "a 28-8 3" 23Z 358 2&1 216 ne J79 2.0 15.3 192 93)d) <br /> 283 1%5 237 <br /> -- 2W &I <br /> w,e zm 25.1 283 25,9 251 VA 263 V-6 247 I&S 203 lea 2" f8-7 2W 18-0 <br /> Wh 300 283 La w <br /> 1 257 23.8 Z38 19.5 w 7-3 --- 155 22B <br /> 211% 2-35 1 267 111 0 0 <br /> I In .8 267 2a- 242 S2 -:r An U3 <br /> ll In 201 a:120 In 270 1,229 ANCHOR i;APACTTY AWUSTMENT FORMULA: �: <br /> 8 <br /> 7ABLE413 P-)X -kNCHORCAP._- ANCHOR CAP.- <br /> FBIA aM PT ULLION CAP- PRODUCT REVISED <br /> 375k 0� lwssEt:. CIO led Ott Steel USE THIS FORMULA To OBTAIN THE'ANCHOR complying with the Florida <br /> we-n..umw- 1w E"um-. "r as a b) - es <br /> Agg.0 ummm AcFee-t- 6- (0*8� CAPACITY REQUIRED'CORRESPONDING TO AN Building Code <br /> An&b-TYW 3JIO'Eb"t urvam 0.4w 0.6c ACTUAL PRESSURE REQUIREMENT FOR THE MCA-Mo. 17-0630.01 <br /> Edo+AnchorCUpPaftems 2-1jr -Yiw- I 2-1w r - <br /> Dmarm.jw I Ile I.Ifr I-11v 1.114' OPENING,WHEN IT IS LOwERTHAN THE MULLION Expiration Date 05/26/2021 <br /> ga <br /> E.bed.mft On <br /> 390 ta s too U. 7400. 654 CAPACITY(FROM THE TABLP OF THE SEL:ECTEO <br /> WA WA MA NIA NIA MULLION.IT WILL YIELD A MINIT14UM ANCHOR <br /> 4 AI.NA Cip 440 b. 700 NIA m- WA CAPACITY WHICH MAY BE USED TO QUALIFY By <br /> ft&CUM I F4 31 180 ft ISO to esa m. 1500 ba Imp. Nam. mm� THE Wince a rod t ran I <br /> WA WA tUA NIA WA ADDITIONAL ANCHOR OPTIONS FROM <br /> E2 195 lb- 1951b. 135 ANCHOR CAPACITY TABLE <br /> Flo,M. 1A ft 350w WA WA �MA <br /> (F19,M. <br /> 1P. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. <br /> NOTE'FOR TtlE OFFSET CLIP, .r.,rD <br /> E SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD1 <br /> FIGURE 1 FIGURE 2: TABLE NOTES: <br /> 1,SEE SHEET'FOR INSTRUCTIONS ON USING THE TABLES AND 5HEET25 FOR INFORMATION ON LOADIN <br /> i SEE SHEETS 2�FOR GENERAL INSTALLATION METHODS. G. <br /> ) " <br /> 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHSANO/O OpEN1NGW1OTHStSALL0WAB <br /> LE. 4, <br /> R <br /> 1�c * <br /> FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE S21-23. <br /> FOR EXACT DIMENSIONS,SEE SHEETS <br /> RESTRICTIONS SHOWN ON SHEETS 21-23. No.68705 <br /> HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSION <br /> FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. <br /> AND GROUT-FILLED <br /> TOA <br /> ANGLECLIP MUST Be USED IN PAIRS. 4,SU S, HALL'CONFORM C" <br /> CONCRETE <br /> 0 MT.A5-C` ATE 0 <br /> BST-TE CONFORM C SOUTHERN <br /> E L K UN HALL. I�%- .. <br /> OF SS ALUM SHALL BE 6063-T5 ANDBREUA`�MIIMS PTO 6E AT P,-- <br /> �`ZORIOP-' <br /> FIGURES- <br /> loll &�R,P.E. <br /> CONCRETE <br /> . , 0 BLOCK <br /> IT t--I "UM <br /> FIGURE 4� FIGURES:' UTHERN FINE I AN 33 AND l*X 23SIX Mcr MULLION <br /> YELLOW <br /> L I RACE :rTEEL. <br /> �S STEEL STUDS <br /> '.To. IT. "Tu N I'.INTO METAL <br /> A-'.- <br /> LEAST.,S. .,C,A. .�'LL' MAY <br /> THE ANCHORS <br /> INTO A.LY4 <br /> FL P.E.#58705 <br />