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TABLE 1A a a Mnillon Ca Table I milt Opening Width(for vartica*spar9urg mu1ions)or Openng Height(fonccdwniahLspar7flr�mullum 9�o a 50 In BON 70 In Sol. 90 in 100 in 120}1 1401n 1Com y g p t2eatar09Ra TraRrtitafrg. Rec1a11gWar 7tapRdarrg. R�tmrgWar 7mplTrtomg. RCWonOubr TtaptTdars9. Rentarq;War 7ii+t7riaTM7- R..'.Ootar Tr.1QrRi w+ Reelarq'ur 'rlapRdsm4. Recta qulor t!ap?r1a+g. RectangoI. Tap'lktertg. 1 x 2 A.125 koadng Loading tnadng L.-an9 Load119 Lo0dn0 toadrt9 Lo031n9 "11 loading k9od0g Loadng L.eadng Le ffi.g L®dnB Lwwem9 Le 0n; tadn9 0 tCfi Alum.Tube a a _. x z r z• a r. .& a.. g m... : ,ra^, a a .� g z 2> r ; _a it r ,� z •^ W Mullion a x a �� a =� $� ag rL o� a a a a ee g� N U 13 19 0 4 13 t4 1 9 v 21 I A 3 �na v T n i i T tS �i d Ba S0 8m s � 3 0g Rti o � 47) v`ai la z° W fa d`c° a@ d`a� d�rc f dp dp� aft dpa� s. d� �d ¢` �@. W@. door �1 a �� d2rc �8. Z W O 42Irt 111.9 4tle 1299 372 33.2 40a 119.5 325 79.9 406 107.8 32f 6B.B 40B 104.4 319 62.1 4tl0 104.0 314 55.9 409 104.0 3:s 46.6 100 1C4.0 319 39.9 408 104.0 no 3i0 408 104.0 319 W � � 481n 742 3t2 Sb.B 258 6Z4 312 73.4 252 Sty 312 67.0 248 4d0 312 032 246 Ate 312 $1.3 241 37.6 312 61.0 244 312 312 61.0 244 Me 312 61.0 244 23A 312 61 a 50,625 in 63.9 261 70,6 234 53.2 281 61.5 228 4rW 281 5S.7 224 39.8 281 52.1 222 35.6 2B1 60.1 22B 31.0 281 49.3 212 26A 281 49.3 219 228 291 49.3 210 2C.0 281 49.3 219 h a S S41n Me 247 57.5 707 4aD 247 49.B 202 370 247 "A 199 M9 247 41.5 196 292 247 39,4 194 20.3 247 3a4 193 21.0 247 38.' 193 tab 247 39.1 193 16A 247 38.1 193 ? m LLI m6041 X4 2M 41.2 170 3Z0 206 35A 103 27.4 200 SIA 163 24.0 250 28.0 190 21.3 2a0 27.1 169 19.2 20D 259 157 160 200 25A 160 6 T- 0 0 61 In 33.1 101 35.3 165 27.6 181 30.3 152 23.7 151 26.9 149 2D.7 161 24.5 146 18.4 101 22A 144 16.6 181 21.1 143 D C) So In 2a8 165 30.6 142 24,0 165 2ai 139 20.6 165 T4.1 136 18,0 165 21.0 174 2 Z 72h 222 139 23.3 120 1&9 739 t9.9 Ile 15.9 139 173 116 8 gp 7B in iB.9 125 7Bfn 19,T 109 15.7 126 fB,B ia7 y CO u �� 7 Q J h 17.5 119 1Ik2 104 Z TABLE TB ANCHOR CAPACITY ADJUSTMENT FORMULA. F Q '�` Anchor Ca ci Table Ohs) ANCHOR CAP.,,c,,,,� a 1p N to�o Sob9eele: 2.1111biln:le 2.5t Ganc. HnOar CMU Reed a3lU PT Wood Metal (DP,)X(- )-ANCHORCAP.m r CO r;W 51IVOno i!4"SS EIpo S/SG Bco iM`96 E1ce Y105teN 9f28tecl p12 Stod MULLION CAP.,,a,r- ,� 1}T Anchorciip Pattoms Mcha Type' 3l1fi-Heo tnbarcn iF4'E:CD Ultracen 316"t3CO Ulb3oon 1/4'Eico UIIncm N` Y 1.CtracOn A4'55 tar Utaoon ADSSEIar NIC tees 0128tc5} s12rr{c5} USE THIS FORMULA TO OBTAIN Tt{G•ANCHOR O, ' N � E4BoOrsmnce(mi- f• 2•HY" I- 24W stye" 1• mrz r 2-1.2' 2' 3-�/s r a.45 a.51" 0.324• CAPAGiTYREQUIRED'COP.FtESPONDihG70AN s u X Q Embedment(In7 1-WO- 1-Y4" - I-V4"- 1-914' 2 _ 1-1147 I-Iw_ 14/4' Mg. I-1r4• _1-0/4 _ Z• f31a' 1.3r %wjM ACTUAL PRESSURE REQUIREMENT FOR THE _ ss 2 AnoMrs 0 4.7�MIn O.C.l Ste aH or offset cap(Fig.ly wo tOs 590 ft 450 Ws Base Bs 1644 as 2701ts 2001ba 354 lhs 7401hs 374lbs 654 in M W 341 os 442 M-. WO Las OPENING,WHEN IT IS LOWER THAN THE MULLION G D-g� z m(J 5:[? 4 Anctnn 1H f.43 MIn.O.G 7SaodanM1(orOsreO C1tg Wig.1).-480 tbs 7001bs- --NIA - WA - WA NIA 380lhs WA- NIA -WA NA WA- 6820a ,$a51bs _11280s _ CAPACITY(FROM THE TABLE)OF THE SELECTED m c §Arrphac Q3`tdiM1 O.Gt12)2x5An9kgi0s+F9.3k 780 ihs 780 ins se6I05 I=9s 16960. 540 ft 5601bo NIA 760Ibs 748 ft 883IDa 169211% 6820s 83523 112U iDs MULLION.IT WILL YIELDAMINIMUM ANCHOR - U 2 A.W.90.45"N441.O.C.I U-LIIP,Inro.12S Alt9n.(Fig.4k WA WA WA WA WA WA NIA WA NIA WA WA WA WA NIA 715Ibs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Ancbcri i,Gip(F*5): 19S ibs 195)bs 225 ft 445 ins 822 ins 131 Ibs NaIW 1P Ibs 370 w> 1871� 332mo 473 bs I-lls 22IIEs 29avm ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT REVISED 2AncbolsM L75"Min.e.Cf F121 (Flo.5). 240 lb. 35001s WA WA WA WA 1901bc NA NIA NIA WA WA 341106 4421bs 59916n ANCHOR CAPACITY TABLE as coin iyln with the Florida NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -- Building Code NOA-No. 17-0630.41 Elrpiratia�n,Date 0 5/2 612 021 Mtam`1�-0 product Corstrai ,._ FIGURE 1: FI�_ � SEE SHEETS ETES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 7.5 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. _,..� t.OpD• �. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3)MULLION AND MULLION CLEFS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, g,pp0� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, r ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSft4ATES;CONCRETE SHALL CONFORM TO ACI 3i)1 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .125" �� a�V,...... rrr�i� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED F iti��,• },10ENgF'��C i. FIGURE d: FIGURES: FIGURE 8: YELLOW SOUTHERN PINE NiI'IH AN SG OF 0.55,ALUMINUM SHALL BE 6063•TS AND BE A MINIMUM OF.125* THICK.STEEL STUDS TO BE A M INIMUM GRADE 33 AND.04V THICK(tS GAUGE).STRUCTURAL STEEL"10 BE AT I'X2"X.126"MUWON Z y N..58705 ® LEAST.12F THICK AND A36.ALL ANCHORS INTO ME IAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#106#12 ANCHORS INTO WOOD MAYBE STEEL I"S.S.OR410S.S. ='p t��AT ry'F jd,�., 0NAI e'e A.L'i fJi7MiiIDCE ,P.E. FL P.EX3 W705