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-- -- - -- - - - - - - -- -_ - ----- - - -- -� - - TABLE 9A �� MuilionC� uoNyT�blo(Ibelft�l �.�'�� OpeNnp Width(forveNeelly-epamdnp mu�om)orOponing Hafph!(for harizanta@yepamUg m�iorm) �x� ¢ WN 601n 7ah Boln Poin 1DOIn t20b t�oln iB01a �'� � 116 X J2fi �1�� TnpRda�p Rmfenpdar TrayTAarip. Rxtm�gufar Tnp��bng. RalenptNer Trep7Mvp. WGaip.Oer TnpllMseg Rmw�pu�er 71�{Jlltc p RBclanpWer inpfAa�p. ReNanpubr Tadfrlmg Rec��nPlet T�epRrlmg. lnsrtnA Loadni �oaNp LoadnO La�EYiO Lw6n0 Loadn9 loeGiq LoaSn9 Laa6n0 lnMb7 �oedq Wd�Y Lmdn7 InaEM Le�in9 loadM Lna6n0 �Y�� V Alum'7ubo du,'� �np �app. �ag$ �,gt., y�g � � ��' � �F -pg¢ � �. �, � �^ � �^p Mlilllon � �� d� � �B � 6H � �g CS �� tlg � �� 0� O � tl �^ � �^ � � � � E N �� `� �� m�� Z H�� �R h f70.0 620 170.0 L15 170.0 71E 17Q0 �TB 170.0 B86 110.0 308 770.D BH2 170.0 510 170A 7118 170.0 521 7513 111! 1T0.0 621 127.7 1178 170.0 631 IOAb 1110 170.0 371 YS.E 1I78 170.0 621 0 � �84� 17U0 70B 1T0.0 4� 170.0 B50 1/60 581 187.8 87! 770.0 670 N&7 BIO 170.0 86I 130A 078 90.0 87i 717.� WB f70.0 680 97b 9IB 170.0 680 83.8 BIB 17U.0 BGO 787 87E /10.D OBO J = 60.6461n 1T0.0 7�7 170.0 G83 f7�.0 896 1�LL0 B71 1507 B2i 170.0 861 1319 B27 160.6 iW 1f72.Ot7 769.7 69D f055 9]7 168.� 698 87.9 BY7 166.3 695 75.1 827 156.7 B95 65.8 721 16&J 693 = fn � Q-'� 6/1n 1T0.0 7B7 170.0 812 161.6 B6B 1700 6Bi 172.6 B69 163.8 887 715.8 B88 141.0 869 10.1.0 B69 1J1.0 GW 02.7 B69 /20.8 661 17.] 889 1PBB 652 682 Atl 128.H &52 67.9 BBB 17B.B &52 W O� � O F" 604� 14J.Y 718 1678 63/ 110.� 7/8 139.� 8Y0 70f.] 718 f17.fi BOS 89.5 7�B 707.0 699 78.8 740 101.0 682 71A 740 80.8 SB7 69.7 Ni Y7.] 683 51.2 7�0 fl3.J 561 14.8 748 B1J 6B3 � � � � � &]In 123.7 B77 1]2.0 570 f011 817 117.7 566 89.< B77 t00A 653 719 WT 91.4 618 88] 877 83.2 378 81.8 077 81.0 6N 61.6 071 77.0 6R0 //.Y 87! 78.7 549 Jfl7 877 78.1 528 F J W "'i S 681n 1Q/.e 617 111.1 WO E9.7 B77 W.8 619 78.0 B17 8d3 50B 87.7 B17 78.J 600 599 817 72.6 �e� 63.8 817 6E.7 �!9 /40 O17 0/./ dE7 38A 81T 87.T 482 738 E17 �.i �07 � d � 72h1 Bt.B 518 87.1 I50 BB.1 bIB 742 it0 �.2 67B B62 �72 fi1.8 fi1B 6H.B aT5 �8.1 b1B 61.Y �f9 1fA 618 CO.7 <f0 ]L6 61! �S.B �08 RB.O S7B 15.0 �O6 26.B S7B �40 A05 Z �� f° � 2 T0N 70.6 <65 737 �OB 3b-7 �b5 87.8 7% 6U.] �b3 b�.0 J80 �4.1 A85 �9.1 3B� �82 /65 15.3 378 J52 �65 47.R 3T� Y8.{ �BS J9.D �E7 ts.2 !85 98.6 381 24.0 186 3B2 �&1 � � J� J � � 8 a�Z 7BN fl54 411 BB.O 387 51.3 M1 57.7 ]78 IBA Nt. 60.0 J72 �0.8 ��t 45.� 388 3B.Y 4H �1.8 380 34.8 44I 38.7 35B 27.2 /�1 %.B 3/9 2J.] Ml 31.I 9C8 20.1 Uf 9P.7 716 Q � � � BOIn �2.d 3A7 �].B 485 JS.d 332 37.0 2� ]0.9 7�1 72J 2M 2B6 3�2 YB.B 280 tJ.e 792 IIB.7 478 P1.2 73P ?A.I 412 17.7 132 21.] 288 162 l"Q 19.8 2B2 Ili 3!2 18.7 R00 F � � � � Q � O BBM 35.D 4B1 35.8 180 48.1 YG1 30.3 258 15.0 181 28.� 264 21.9 2BI 79.b 2/B 1BA 401 21.7 7N 17.6 28I 19b 2�1 Il0 1B1 t7.t Y38 tY.S 2BI 15.8 2SY • N f00h Y�.B 2]0 2�.1 100 R0.5 ]30 21.1 TDS 17.6 770 iC.J 201 iQ4 t70 10.2 180 a x Z � � 111 In Z29 R16 YJ.1 tB7 1&8 418 1l.� iB1 182 41E 1GB 181 1/.1 219 t<.8 180 � N� �o�� N M 120N 17.8 1E7 10Y 170 1l0 iW 15.3 167 � X V N ¢ O O � Z TABLE9B ANCHORCAPACITYADJUSTEAENTFORMULA: �� a�� AnchorCa aelryTablo e ANCHORCAP.,,a,,,� � � siMtra�e 2.iKCapRte 3.SkCaw. ��+�U FdIa1CIAU PTWaA Melal (DP�)X( >=ANCFiORCAP.,w 5/1PEIw 116'SSE�o S1EEkro 1Po'SSEItO N10SIeel N1251ee1 f125Ie01 MULLIONCAP.,,o„"" AnchorCllpPatt¢ma ��ryw' y�8•�wUlwean 1/4'600Ulwom 3ne'E�eoUtl�ewn 1q'EleoUlineon W�� AppreOntor Umxm ApRcOalm sare.v(G5)serew(G57 3uew(0.5J USETHISFORMULATOOBTAINTHE'ANCHOR Eryia pwmue pn} r 2-vT r z-ur 3i�e• r z-irr r z�vr r aire• r aae• o.sa• oaa1� CAPACfTY RE�UIRED'CORRESPONDING TO AN EmEetlmmlM tarr bY4' ta�a• taH' Y 7-1w• f-u4• tata• t-7M• 1-v�' 1-714' T 7aia• taie• �les ACTUALPRESSUREREQUIREMFIJTFOR7FiE 2nnrnom��.75•mm.O.c.iste�raaorx�caplFq.i�: 3oow� aoo� I�+m aao� i&�ws 270ros 2eo�os as�ios 7�Oies s�4io� aatbs aeiro a�1m� ��2ien seams OPENING,WHENRISLOWERTHANTHEMULLION �Anohon�1.16'Mh.O.G f StenQam(a 019ep CJp(Fq.24 �� 7001bs N/A WA NU tUA 5B0 m� WA NIA WA WA WA BB21bf 8851M 1150�s CAPACITY(FROM 71'IE TABLE)OF THE SEIECTEO aMenom�a�wn.o.c.i�a�acsaq�aa�ps��rip.a): �eoim �oorus eoow. �ssow� -+eueroe S�oro� 550� wn Teoita �nei�s eaoms �esxim eazros aesim i�zoros MULLtON.ITWILLYIEIDAMINiMUMlwCHOR 3 Amhas�0.50'Min O.C./UClip,Inlo.100'ANn.(�P�): WA WA WA WA NIA ' WA N1A tUA NIA tUA WA WA WA WA B50� CAPACIN WHICH MAY BE USED TO QUALIFY tarcn«rFr��c(Flo.S� tesros �e5m. zzsios uew� auim »sme +4om. mix 3�oias taima 3�zim aalDs nolbe n�ios seoms ADOITIONAIANCHOROP710N8FROMTHE 2Anclm f.15'M'n.O.C/FGq(Rp.0): 240Pos 750Ds H/A WA IUA WA 1BOIDs WA NIA WA WA WA 711M 4121m SBDba ANCHORCAPACITYTABLE pqfyDUCfREVISED ac tamplying wilh Iha PlUfidt uuild'u,gcodo 16'C�-1b.0� FIGURE7: FIGURE2: �•250� A�ttM�� 0�� TABLE NOTES: 'Wcpimtion Date � � � . • • 1)SEESHEETIFORINSTRUCTIONSONUSMGTHETABLESANDSHEET25FORINFORMATION M� ��a� ON LO�DING.SEE SHEETS 2-4 FOR GENERAL INSTALIATION METH00.S. II11 2)LINEAR INTERPOLATION�ETWEEN MULL LENGTHS AfJDlOR OPENING 1MDTHS IS hLLOWABLE. \\��oa.� 1.Y�N/,��i��/ FIGURE3: 3250' : ��, ' CrNS •.Fn �i ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO 9CAI.E.FOR E%ACT DIMENSIONS,SEE . \� F CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAI RESTRICTIONS = �� '• ic _ � � � � BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMAIE HOLE LOCATIONS. ;`r• � No.G970� IN PAIRS. q�SUBSTRATES:CONCRETE SHAIL CONFORM TO ACI 301 SPECIFICATlONS.HOLLOW AND . � � ioa. /, , r.r� FIGURE 4: FIGURE& FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT�CMU)SHALL CONFORM TO ASTM G90.WOOD SNAIL %'0�' ��W 'L)` BE PRESSURE-TREATED YELIOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE -7- �'AJ'. g q;:C S' ,:�� � • �063-TS AND BE A MINIMUM OF.100'THICK.S7EEL STl10S TO 0E A MINIMUM GRADE 33 AND 1 : ,f+'• FLpn�pN.•'��:�� .045'THICK(1BGAUGE).STRUCTURALSTEELTOBEATLFAST,125'THICKANDA3G.AL1- �25'X3.Z5'X.100' ��CS�+ � '� � `�� � � � ANCHORS INTO METAL SHALL EXTENO AT LEAST 3 SCREW THREADS BEYOND THE MATERIA�. MULLION ��Un'��'`�`' /i10 8#12 ANCHORS INTO WOOD MAY BE STEEL,1&B S.S.OR410 5.5. A LYNN'MILLp�2,P.E. � FL P.E.#58705