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h b S <br /> TABLE 14A Mullion C aei Tablo mr49ons) - <br /> Oplatin9WldM(huueN®Ily-spSrtr119 mwwm)arevenIn a Hdght(TorttoAmiv391<3Pen'ttt� 14oN 16BN <br /> t3oN t0c En 120n taf TfDgTr'* o w <br /> SD In so in 701n B� ReeWoota�TrgPn'daz& ReUxu9d4e TrT71danD. WIll. T om`° u. � �,a 'g t, "B eaas�4 S It <br /> Laaka <br /> RecdrgDlBr 7rel/rdang• Re4lone" Tr9 L. tg Rn-0tarPda loadlre LDadlne oaeta tmd LDadM,l <br /> lndtn0 IB tna7htl y . .,tea a .. a ., a�.+ CV <br /> Tube Maug � � � � � � � l <br /> 42N 14A2 578 ibT.d 42B 120.2 528 14B.B A19 t030 Sal 13b9 -014 50.t 578 134.6 Ott 881 628 134t 411 72t 528 73G4 417 68t 526 734.1 4H 81.4 526 134.t 4t1 48.1 b% 130.1 411 � �� � I <br /> � F- <br /> WA Ada 00.4 320 60.d '1Q3 Btb 317 63.T Ao3 74.t 316 -083 -003 T8.6 3t4 4q.3 4d3 78.9 3N 345 403 78.0 91d 30.2 403 788 31 i <br /> 4@tr 9&6 4D3 108.0 333 Bay 4GJ 40.T 328 B7.2 � 467 362 9W.8 '784 413 352 6a6 283 3A3 3B2 63.6 7B3 9.4 36Z B38 283 25,7 362 8&5 183 a � ip W <br /> 50,6261n B23 3a"^i 8t0 90t 6q.6 31II 79.3 264 58B 362 7t9 289 61-5 362, � � !/J � � <br /> 47-T 918 W.8 25D 3i9 318 44.5 2d9 2H9 Btq Ae.i 248 a12 3t0 4A1 a18 21.2 31B 48.t 248 � (,� <br /> g4N 6T.B 91B T4.1 267 fi6.5 318 80.2 261 -0&b 318 6T7 256 42d 318 63.b 263 d I <br /> �e 6n N 49.6 23q 631 0B3e NN, -4327.72 723143 A2S0.64 1q3 37.0 2'Y8 33T f79 2.8.5 Zt3 28.8 178 32328 21i43 33Z7tZ360 217aq7P43 22.10.T6 223i43 322499...81 2134me 268 <br /> 258 4t2 2M 4b7 t 2241 <br /> 2 85 .7d .275380 323&.40 77883A 2t0.7.86 2263qa 9226.28 210q13 I/T5.T3 22t31r'e3-0 3222621.50 2tt0e679q 711531...58a 2Z2631043 3223q2..250 21t086183 Z_� Z � <br /> aa m - <br /> z <br /> 72N 18-e 170 3R1 166 ZL9 178 25.4 t4 7A4 t74 72S 799 17-e 178 2B3 147 1be 17B iB.7 145 r <br /> 78N 'JA3 t61 75.d 140 20.3 'tat 2t.6 137 1T.-0 181 tA0 738 1S2 18t YT.O t33 _ Z z F Q W <br /> 7q N 2zs t6a 23.5 t33 tab t52 ts•3 131 16.1 ts4 Y7.s 173 ANCHOR CAPACITY ADJUSTMENT FORMULA: Yo � ?G <br /> (DP-)X(ANCHOR CAP.,n,,.. =ANCHORCAP- a <br /> TABLEI4B AnehorC.aeDIHTabie s ra�.sxev Fadcr4tr aTwooD Mew (MULLIONCAP.pn.a r W niN <br /> ,grtntnce 271 emttt3q 3."*C'Dne• - vs SS Elm N<6"Elio 114•SS&o N10Steel Nt28trM s12stM USE THIS FORMULA TO OBTAIN THE•ANCHOR AD I1? y{ to <br /> 5t56•ECD y wm" A177 4r Se2w Se2rr(rt-9 <br /> 31tGElco tntraean vc Exatmrxcm )WEIC 3t16-ERotltrmw t+4-EkoU7macm Ae�t gear tGs} tit B.�• CAPACITY REQUIRED°CORRESPONDING TO AN � <br /> prcnxryD3 .2, 3•trg 2 a48' D.6r ACTUAL PRESSUREREQUIREME14TFORTHE <br /> AnehorCSp Pel4ems 242 4 2.1R' 3VB° P &trY P- - 1-3r8' t•91B' t2rtes . <br /> Ed,7B DIBtaDeo OdT tad, 1,yd° a t•vs t-vd^ t•v4^.. t-va° tvs 7•tra• t � �� y� trig ns OPENING.WHEN IT IS LOWER OF T EHE MULLION <br /> Emiro9'B6rd tart tars �gIDs wb 7m ms 7aaaxi 80ts CAPACITY(FROM THETABLE)OF THE SELECTED a 2 o t5a <br /> 4 Atcros�sS4n.ao.! 245MdkOi'?1rLFffig Taolm 7�� 6801m ts9t m% tlPBlos Bdq MUCLION.RWILL YIELDAMINIMUMANCHOR 0 �A � <br /> CAPACITY WHICH MAY BE USED TO QUALIFY <br /> AODRIONALANCHOROP'TIONSFROMTNE PRODUCT REVISED <br /> ANCHOR CAPACITY TABLE, as complying with the Fiartda { <br /> NOIA-Io.CCoadde 17-0630.01 <br /> E apiration Date 05/26/2021 <br /> , - rypaml-Da Produc�•Contnal <br /> TABLE NOTES: <br /> )SEES HEET 1 FOR INSTRUCTIONS ON USING THE TABLES AID SHEET 25 FOR INFORMATION ON LOADING- <br /> .... <br /> �•--T.286°--j <br /> ` S EETS 2-4 FOR GENERAL INSTALLATION METHODS. <br /> 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE <br /> FOR1: _ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,ON SHEETS <br /> 1-23.91"2- 21i6" <br /> ! HOLES TO BE DRILLED IN THE FIELD <br /> FOLLOWING <br /> HOLE)ENMO AL RESTRICTIONS SHOWN ON SHEETS 24-23.- <br /> FIGURES SHOW SUGGESTED, .125' r <br /> `�` �Y...N Jtjj r'jl <br /> ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACi 301 SPECIFICATION&HOLLOW AND GROUT-FINED r `�,�+. <br /> CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.90,WOOD SHALL BE PRESSURE-TREA7E0 .............. <br /> ^•.� i <br /> YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083•T5 AND BE A MINIMUM OF.12G No 68705 t• M <br /> THICK STEEL STUDS TO BE A MINIMUM GRADE 33 ANO.045'THICK(18 GAUGE).STRUCTURAL BTEELTO BE AT t.(IN X G t•X IN M MULLION _ {! <br /> LEAST-125`THICK AND Ass.TILL.ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SORER THREADS BEYOND (INTEGRAL FIN MULLION) � •�` <br /> J THE MATERIAL-#10&#12 ANCHORS INTO WOOD MAY BE STEEL.1&8 S.S.OR 410 S.S. <br /> �'�rS�QMAL. % <br /> A.LIltJMiI� R,P.E, <br /> FL P.E-#68705 <br /> s <br />