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TABLE M
<br /> Mullion Capacity Table pbslft 8 14
<br /> Opening Width(forlerticai,'y-spanning mMi am)or Opening Height(for hadzonta*ippannIng anu ions) I,a 5
<br /> 50 in 64 in 7o 1. 90 in 901n 100In 120 In 140 in i6D 81
<br /> Rectangila TaplTdang. RecbngJer Trpp7rdan9. Ra.^tangular Trp"Tdang. ROGCanOldar Tlnprn+m+9. ftectangitlar i an. fret 0.
<br /> 1 x 27S z prtrl g tan9i9ar Tmpge-n9. Rmungulor TreplTdarrg, Reot-WJW T.PITt(6rg. rtechn0u}pr itepT7rlan9• 7,1: MO'.
<br /> lnadna Lnaft LoednO Lmdng load. Loading Loafing Loading tnad4r0 Loading L vEn9 Lending Lwairg Lopping Loading Loading Londry finding
<br /> .37SAlutn. ox
<br /> Tube .z• a a.. '•' r a E.., A o v v.. •rs^. •a:. a •za m m b k•A �• '�.� s .. ',- n ate-. s.. a i<
<br /> uv 3 +R 3 3 rR_ ri o-" B a o S 3a tR c T c1 $ it i5 t oa o`a o rYc• ri r� c' o` 13
<br /> 9ff � �g sin �� hY s � 5g' �'_
<br /> 9
<br /> ac $rc � an act ¢`� S dH �u�$ agS d`a dSae Z a>`
<br /> ��
<br /> 421n 170.0 fix 170.0 435 170.0 744 170.0 478 170,0 WS 50,11T506 l70,0 692 574.0 5',4 170.0 ftf8 570.0 I 52! l7A0 t240 f70A 621 748.7 f301 770.0 01 127,5 1301 170.0 S21 1S L5 13DI 17ao 521 a S�
<br /> CD
<br /> 48 m 170.0 708 ".0 524 170.0 850 170,0 684 170.0 922 1700 ISM 170.0 1133 170.0 681 151.8 1139 170.0 an 130.0 1139 170.5 eta 1130 1139 170„0 68o 07b 1139 170.0 660 85.4 1139 170.D 660 a
<br /> 60.625 in 170.0 747 170.0 50 iTOb ee8 170.0 MI 167.8 11= 170.4 694 146.8 1032 170.0 723 OILS I= 170.0 747 117A 17.12 IMO 756 97.0 I= 170,9 756 039 i= i70b 766 7.L4 10M 170.0 7M h F
<br /> 64In 170A 7S7 f70b 612 161,3 907 170,0 631 1362 907 104.7 73tl 120.9 907 1673 720 107.5 907 145.D 714 96.8 907 14L1 710 60.6 907 140.9 70S 64.1 907 11D.0 709 C0.6 907 140.0 7C9 W C)c
<br /> a M CD SO
<br /> 601n 141.1 735 151.5 625 117.6 735 130,3 611 100.8 735 116.0 699 662 735 1002 590 78A 736 90.6 683 70.5 736 95.7 578 588 735 91.8+574 504 735 91.0 574 44J 735 Sib 574 Imo,• m LU
<br /> 036 121.9 S6i 130.0 570 701.E 668 1155 557 870 6L33 56.9 547 762 666 90.7 636 67.7 008 d3,9 031 609 6W 78,8' W6 60.0 M 75.E 621 43.5 666 75,6 621 38.1 666 75A sm U) Z
<br /> c ti 73 0 d
<br /> G 661n 106.0 607 1124 522 003 66T 06.1 511 75.7 607 05.0 501 682 WT 71.1 493 58.9 601 71.5 486 $30 607 67.6 481 442 607 63.4 r 476 37,0 607 62.7 474 33.1 607 62.7 474 G Z W �• X
<br /> J 72 b1 81.5 510 55.8 443 68.0 510 73.0 434 58.3 10 64.3 426 51.0 510 57.9 41S 46A 510 53.3 4t3 4a8 510 50.0 408 34.0 5iO 45.9 402 292 510 41.4 34$ 25.5 6/0 ".3 399 W ,5 N Sryry 4
<br /> 70In 694 453 725 490 57.8 458 51-T 392 49,0 458 041 WS 43A 468 48,13 3r'8 30e 458 4d.6 3,13 34.7 459 41.6 3W 28-1 158 37,7 392 24A 450 30.0 359 2f,7 4W 35.7 368 h �Z
<br /> 70 ti 642 Cie 67.0 381 53,5 435 55.5 373 46.9 435 49.8 366 40.1 436 44.7 390 3S7 435 40.9 355 32.1 435 3S7 351 26.8 435 31.4 34q 228 436 326 341 Zo.1 43.5 322 340
<br /> BQm dT.e JZ7 i3.1 290 34.8 327 36A 285 29.9 327 31.8 2eO 26,1 3V 28.3 275 232 327 25.7 27/ 20.9 327 23,7 268 17A 327 21-0 262 14.5 32T l9.J 258 11--'.�'' Z' to ¢ N
<br /> 86h 34.4 28l WA 257 2a.7 287 29A 252 240 287 20A 248 21.5 M7 23,1 2" hit 28T 209 240 172 297 19.3 237 14.4 297 16.8 272 L7 (¢. M Z zc
<br /> a0 4O
<br /> 108 in 242 227 24.7 295 20.2 227 Me 201 17.3 227 1Sb 198 15,1 16.0 195 r0.- co x aQ��
<br /> b
<br /> 1/t to 223 275 22.7 194 18.6 215 t9.i 19f 75.5 215 t9.8 188 N W to
<br /> 120 in 17.6 184 17.9 167 N CQ FD
<br /> U x ¢ 0
<br /> TABLE 39 -_- - ANCHOR CAPACITY ADJUSTMENT FORIAULA. `t '- Z W
<br /> Anchor Ca Table flips) n- D^` m
<br /> ANCHOR CAP. a :E.s ue sU
<br /> 601sI2+n 2.7k Crnarete 3.58 Oena. Hoibw CMU Fined cMu PS Wood -- -Nhfai- (OPr")Xt }=ANCHOR CAP,„",, - p a-� ,xe it'mlL'
<br /> 511W El- 11V S6 Eko 5/1C EIco 1/4'ss Lim 070 simi 91251ee; 012SIec1 MULLION
<br /> A1w9rn Tylro' 3ti6'Eko Ulp.. 1W Eku UOr_ 5t16'Sm Ultacan 1W Elo,ullfte n O
<br /> Anchor Clip Patterns UItnSOn A9ancabr t1Dr4Ean Apo'eGemr Screu•1057 5orew(G3) 9crew(GS} USE THIS FORMULA TO OBTAIN THE"ANCHOR
<br /> EdgeDktp e(In 1' Zia" 1' z-1n• a-ve" 1` 2-in. +^ 2-vz• 2' 34W 7 0,46• D,54' 0,324'_ CAPACITY REQUIRED"CORRESPONDING TO AN PRODUCT REVISED
<br /> Eemedm4rt(mk 4314` 1-3/4' 1J74` 1-3R^ 2` I,V'r ,-it4' 1-1W 1-1W I.1W FN4' 7 1a"s t-sw ne&. ACTUAL PRESSURE REQUIREMENT FOR THE
<br /> as complying with the Florida
<br /> Building Code
<br /> 2 Anchors@4.75"Min.O.C.I Standala•Offset Clip(Fl9.U 390 bs 390 les 45D bs 89D bs 1044 bs 270@4 230lba 3541Ic 74016s 3741bs 664lbs 946W 341 lba 4421Ca 560 bs OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No. 17-0630.01
<br /> 4 Anchors L15 M81.O.C.7 Stavme(ar0nizU Clip F19.2) 4W Ib3 7001. WA WA WA NIA 3301� WA N1A WA WA WA _ W2I. 96511s 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED
<br /> 4 Anahvs @3"Min.O.C!(212c5P�(e C9pa T(F'y.3) 7BO Yr T80 bs WDRe 15001bs 1896.0s ;A016S 5691m WA nolba 74elbc E80 Im 1892It. 68'e lbs 6851M 1120Ite MULLION.IT WILL YIELD A MINIMUM ANCHOR Expiration Date 05(267202'1
<br /> 2Anehm UP MA O.C.7 UL1lp,ino.JW Aron,(Fig.4), WA WA N/A WA WA WA WA NIA NtA RA Iota WA NIA NA 715W CAPACITY WHICH MAY BE USED TO QUALIFY B !'
<br /> 1 Amitor I F-Giip(Fi0.6} f05 ks 195 41s 226 8.c 445 ins 622 ibs 135101 1401bs 1771ba 370Ibs 70115s 332lba 4731ba 1701" 221 lips 280 bs ADDITIONAL ANCHOR OPTIONS FROM THE y •'
<br /> 2Anehvrs Q MY Min.O.Cl F-alp 4GC-67 240 bs 350 bs WA WA WA WP i96fbo WA NIA • WA WA WA 341 Its 4421b6 500 bs ANCHOR CAPACITY TABLE. Miam-0a' To U.t contra
<br /> NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS.THE STANDARD CLIP. I"->CIRCLED VALUES ARE JSED IN THE EXAMPLE ON SHEEP 1.
<br /> FIGURE 1: f FIGURE 2: TABLE NOTES: ``��/�
<br /> � al�1 ® -.-I 1.000"
<br /> it SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORIVATOK ON LOADING,
<br /> SE-SHEETS 2-4 FOR GENERAL INSTALLATION METHC'OS.
<br /> 411111(!!
<br /> FIGURE 3: - 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTH$IS ALLOWABLE, .�apNY.LYA/A,
<br /> 3)MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-n. 2.750" ���C��•' L.tcetySF•'��(��� ;
<br /> HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RES T RICTIONS SHOWN ON SHEETS 21-23- _ No 58705 '•,�
<br /> FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, tk
<br /> ANGLE CLIP MUST BE USED IN PAIRS. I ••
<br /> 4)SUBSTRATES:CONCRETE SHALL CONFORM TOACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
<br /> CONCRETE BLOCK UNIT CMU SHAG CONFORM TO ASTM CEO.WOOD SHALL BE PRSSURE-TREATED
<br /> FIGURE 4: FIGURE 5: FtGURE 6: ( ) •, ST TE
<br /> YELLOW SOU)HERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6463-T5 AND BE A MINIMUM OF„1251 .{t
<br /> O ® THICK STEEL STUDS TO SEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT
<br /> 0 LEAST.125^THICK ANU A36.ALL ANCHOR$INTO METAL SHALL EXPEND AT LEAST 3 SCREW THREADS BEYOND 1"X2.75"X 376"MULLION %rSSjQ••... �,����
<br /> THE MATERIAL,#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. /7 NAL.� \�
<br /> A.tV�lN M)LtER,P.E.
<br /> FL P.E.#58705
<br />
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