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- -- - - - - ---- - - <br /> TABLE 13A - ----- -- -- --- �� . �---- <br /> Mulllon C� aa Tablo Ibe11F' F <br /> � ��� � <br /> Op�ninpWidth(forverticgCY-sP��9���)orOpeningH�ight(forhorimrtleYyeparrirgm�lim�s) ��'�p Q <br /> Wln 6GIn 701n 80fi Baln 100in 7201n t/0in i80tn 3��� � <br /> Ra�te�Aer rep�Tdmg. Rec1ang�Aer he{Jfdang RvelanpWw TrepfTdeng. Reds�Wer heplfden4 ReclengW� TtaWTdanB• Reeleng�ar T�/fileng. Rectenpier T plTden9. Reclo�gW� Trep/TAe�. Redengufer 7m�a� k a� � <br /> 2x6x.z6 ��ro inadng Laa3np �oa6nn ��A ��a ��a �oe�na L��+�a Loeang �oadng lmdnA Loe�O �uaa� ���A ��"0 � �x cwi <br /> A[um.Tube a � a� a L �a r a x .� L' � �.. � �.. m._. � �,.. -�a., s v`. � •n_ r �y x � c �.. a �... ' LL <br /> Mullion 3 �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � 8� � 8& � se � �� � �� �� �� Nm <br /> �� �� � �� s& �� � �� � �� �� �� �" �� �� s� �� � s. �� � �� �� �� �� ��a �� �� �� � �� �� Z ��� N <br /> �� �rc �� �� �� �a x� �rc� �� �d`rc ��. �rc s� �a� sa �� �� �� �� �� �� �a� �� �`& ��. �� x� �`a �� �� ��. �� �� �rc a� �s <br /> O � <br /> 42N 170.0 820 170.0 139 170.0 7M 170.0 178 170.0 888 170.0 SOB 170.0 BB2 770,0 51B 170.0 {ti8 170A 621 170.0 1210 170.0 521 170.0 tt88 1T0.0 521 170.0 ti16 170.0 521 770.0 iB83 170.0 `�21 J W <br /> J x <br /> /Oln 170.0 700 770.0 52� ITOA 850 170.0 58� 170.0 882 110.0 830 170.0 1133 170.0 B81 17Q0 1275 t70A 977 170.0 7417 170.0 E60 770.0 170D 170.D 860 170.0 1883 170.0 8H0 170.0 Y[87 170.0 680 � � <br /> 50.@Sln 770.0 7�7 770.0 66J 170.0 888 170.0 631 170.0 1048 170.0 88r 170.0 f195 770.0 7D 170.0 77/5 170.0 7{7 170.0 1�81 170.0 75B 170,0 17Hi 170A 756 170.0 TOB2 t70.0 766 170.0 7iB1 170A 758 � �� <br /> '�o' 0 <br /> 644� 170.0 707 170.0 B14 170.0 B58 170.0 891 170.0 1118 1T0.0 7S{ f70.0 1275 170.0 801 17Q0 1431 170.0 83l 170.0 1591 170.0 85! 170.0 {973 170A 861 170.D Y231 170.0 881 1T0.0 2550 170.0 861 W O h <br /> � <br /> BOIn 170.0 EBS 170.0 701 170.0 1083 470.0 7W 170.0 1240 17Q0 87B 170A 1417 770.0 BN 170.0 7584 170.0 980 17D.0 1771 170.0 10J1 170.0 2125 170A 700� 170.0 1ATA 770.0 tOB3 170.0 2837 170.0 1WJ , � �D � <br /> 6]h 170.0 B30 170.0 745 170.0 1170 170A 850 170.0 1302 17Q0 &0 170.0 7188 170.0 1015 170.0 1873 1T0.0 1078 170.D 1&SB 7T0.0 H22 170.0 ?231 170.0 H69 170.0 2007 t70.0 1171 770,0 2Y75 I70.0 11fl <br /> BBN 17D.0 974 170.0 768 770.0 118A 170A 80J 170.0 1369 170.0 1002 110.0 1558 170.0 1088 170.0 1763 170.0 H% 170A iB1E 1700 1210 170.0 2338 17U.0 1275 170.0 2727 170.0 1288 170.0 3117 170.0 7288 Z �g � � <br /> � Rin 170.0 f063 170.0 !7B 170.0 1275 170A t00B 170.0 7188 770.0 fl2B 170.0 1700 170.0 f128 17U.0 1813 170.D 7315 170A 21Y5 170.0 1387 170.0 350 770.0 1tBB fi0.0 2875 170.0 1528 170.0 3100 170A 1530 � W,� � nW <br /> 7BIn 170A ff71 170.0 837 170.0 1940 170.0 f080 170.0 1670 170.0 1209 110.0 179! IT0.0 13?2 170.0 2018 170.0 1411 770.0 2213 170.0 1505 170.0 ZBB2 570.0 tB2B f70.0 3110 170.0 1894 770.0 3589 fl0A 7705 Q �O ���� <br /> � 7BIn f70.0 1151 170.0 AB7 770.0 17A1 170.0 7118 170.0 1911 IT0.0 1250 770.0 1812 170.0 1368 170.0 2072 170.0 tl7{ 770.0 2702 170.0 1581 170.0 Z763 170.0 1T00 170.0 3?2J 1T0.0 1777 170.0 �883 170.0 1780 � J Q rn O <br /> BOIn 170A 1728 170.0 11M 170.0 1594 170.0 1�28 1TD.0 1859 170.0 1488 1TOA T125 170.0 185J 170.0 Y.491 f1a.0 1783 170.0 2�8 f70.0 1018 170.0 31l8 170.0 2175 159.0 7118 170.0 71TJ 736.5 7913 ll0.0 Zi61 Q � z N � <br /> � �0 O <br /> 881n 770.0 7477 17D.0 1232 170.0 5700 �70.0 1134 170.0 1883 170.0 1642 11U0 2787 170.0 1781 170.0 1550 170.0 1952 170.0 2E73 170.D 2085 180.0 S1B8 170.0 2J]8 137.1 3188 780.8 2170 120.0 3189 158.1 2148 � N� � �� <br /> 7081n 170.0 159� 170.0 1409 170.0 1813 t70.0 184T 170A ?2J1 170.0 1870 170.0 2550 770.0 2078 161.8 2787 170.0 72T1 1/0.1 278f i81.B 2933 123.8 2T61 140.1 2281 109.8 2781 129.9 2734 82.7 27E1 516.0 2180 (A . <br /> 1111n 170.0 1878 170.0 1154 170.0 10t8 i7Q0 1700 170.0 ?2B7 170.0 iB32 170.0 2821 1T0.0 21�8 151.8 20.72 1829 ?2I5 5�8.8 2832 148.4 2218 177A R832 128.1 2188 eTE ?B12 115.1 2128 0.5.4 28a2 tOB.3 Z088 � � Y Y <br /> 7201n 17Q0 1771 170.0 1588 170.0 2125 17U.0 7859 154.� �u 75&9 1BB7 t35.5 ?252 741.4 1984 120.1 7252 1Z7.2 18J8 106.1 ?252 11af 1815 80.1 4252 0'J.8 1872 77A 2252 88.8 1Hfe 07A 7252 81.1 tE06 F X <br /> 1111n f25.1 1581 1288 1�45 10{.7 1584 108.1 1�23 89.1 1581 81.6 1407 7d2 16G{ 80.7 7�00 8U.5 1584 723 1373 QB 15B{ 85.7 1858 52.1 158� SB.O 1330 M.7 ISd1 49.2 1�D5 �8.1 15G1 ff.4 1283 a cN Z m0 0 <br /> TABLE 138 ANCHOR CAPACITY ADJU9TMINf FORMULA: � � �� <br /> AnchwCa ecl T ta ba ANCHORCAP.,a„„, �� v, �'��'' <br /> Subelreta: 2.7xCarorcta 3.5kcae. Haiov+cMU FpledCMU PTwom Meloi (DP)X{ >=ANCHORCAP.,�o <br /> NI6'Eko t/d"SSEko 5I16'Elw 1/4'SSEtw Y109teel H1291ee1 Y126ted MULLIONCAP.,,„,,,,u� <br /> /uwhorType: 3H8'EkoUluacon v�•eroumo�m �� 3'1B`EIcoUProca1 7(4'ElcoUtUacon �a�o�o� ���� p�,�,i� 8,.,�,�a5)scmx(a51 scicwlca) USETHISFORMULATOOBTAINTHE°ANCHOR <br /> Anchor Cllp PaKeme <br /> Edpe qslerwe M}: 1' Z-12 t' z•�re' �-vo' t' xa2' �' 2•�n' Y �-us' T o.ae' 0.50' o.azs� CAPACITY REQUIRED'CORRESPONDING TO <br /> EmhedmeN QnY 1-ye' 7-'./r tal4' t-7/a• z' 1-tJ4' t•1/4" 1-0/�' 7-0N' 1-0IP 7-��4' Y t�10' 73fB' wdea AC7UAL PRESSURE RE�UIREMENT FOR THE <br /> za�cron��.�e'Min.O.GlslarMUC«ORaetCfip�7p.18Z)- 39UIUs seoim �5oms e5ows taawa zroms 2eoios asnroa r�oron 3141m esrroc �ems 3etim ea2ies 56oros OPENMG,WHENITISLOWERTHANTHEMULLION <br /> 4 Mchors�d.BB'MN.O.C.tSlendarC(a�06�ep Cip(Fq.3� 7e0 ros 78o Ws B00 Ns t700�b+ �xiw s4o ms 6eo i�' �oe'�s ��e��6" »B�Ee �Z�Z�bs �e���s �� ��� »��� CAPACI7Y(FROM THE TABLE)OF THE SELECTED <br /> eancnors�iarMn.o.ars��a�woaeqaP�p.�: i�soroo ��ooroe �ofoies nriea wn wn 9401bs wn iossies ron wn wn +xa� rnuiw �z�wroe MULLION.ITWILLYiELOAMiNIMUMANCHOR <br /> 4 AncMre�3'Mln O.G!(21�5 AnpM dlpv I(Flp.51: 780Iha 78016s eeo ms tseo ibs tase ms s�o ros sao in> WA 7eo iba 74e im eeo iw tess Iba ee2 ms eas i�s t7aA ibs CAPACITY VYt11CH MAY BE USEO TO QUAI.IFY <br /> eancrore0a•�,fin0.0./f212�5nnWacxps��Flp.eY ���� ��� ����' ��p�b0 ��� ���b' ���� wA �5p�bs ��98�s »�� ��a° ���' »7°@' �a�0 ADDITIONALANCHOROPTIONSFROMTHE <br /> 12Archaa 1.5'MIaO.GI(A�SArybWpe/(Fq.7): 186016s 21001ba 147aNa 3TBal�s WA WA 1320ms WA 15001Ds WA ILA WA 1W6Wa 2851Wa ]3BOIm lN1CHORCAPACITYTABLE. PRODUCI'RGVIS� <br /> IArohme�t]I•A6n.O.C./LLd�p.�o.725'Alum.lFh BI: N/A WA NlA WA WA WA WA WA WA WA WA WA WA NfA tl70tbs uvcomPlyinSwilhlhaFlbti3 <br /> e Aaron�0.8/'A4R O.C.I utliv.�Nu.12s(Wm.(Rp.B� WA tUA WA WA WA WA WA WA WA WR !UA WA WA N!A 4DB7 16s I� -2.000"�-I Duilding Code 16��'9.0 <br /> 2 Anchu's�48B'M�M1 O.CI F-Cfip(Flp.701: 3G0 Ws 3901b4 45016s 8901bs 18181Es Z701bs 2801bG 334 Ns 7�0 @s 97116a &781W 818 Na 341 ma 4421ha 58D 16s ACCCpI�I[O CM � <br /> 4 Mcho�s @ 1.71•NJn.O.CI Ftlip(Fb.t1fi %O lbs 7W ms 3�IUs 12981bs WA Wp �701ho Wl1 573�bs WA NIA WA 8821hs Bs51ts 1120 @s .�0a iiatio fY+k �102� . <br /> NOTE:FOR THE OFFSET CLIP,USE THE SAMEANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: By <br /> Miarn' hoAucf <br /> FIGURE 1: FIGURE 2: FIGURE 3: FlGURE 4: FIGURE 8: FIGURE 8:FIGURE 10: FIGURE 11: ��gEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES ANO SHEET 25 FOR INFORMATION ON �`�������� <br /> • • • • • � � � � IOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METH00.S. „ <br /> • \`��"C�� . � /i91(! ���i <br /> . . .• `:,���''; ��ct:r�st '•.F�' % <br /> 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIOTHS IS AILOWABLE. 8 O�, �_ , t`^ <br /> • • . .. • ' �- <br /> 3)MULLION AND MULLION CLIPS SFIOW N ARE NOTTO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS =-i;: �,�;�,59"105 <br /> � • • • • • •• • • 21-23. HOLES TO BE DRILLEO IN THE FIELD FOLLOWING OIMENSIONAL RESTRICTIONS SHOWN ON - - <br /> FIGURE 6: FlGURE 6: FIGURE 7: SNEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. : U��-�� �b ' �''- <br /> ANGLE . "�� <br /> � � • • • • • • CLIP q)6UBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFIGATIONS.HOLLOW AND OROUT-FILLED `�i�'•, g��TL�� . �' <br /> (FlGUaeS CONCRETE BLOCK UNIT(CMU)SHALL CANFORM TO ASTM C90.WOOD SHALL BE PRESSURE-TREATED : ,(�'.,p�_���(J?•' �j`� <br /> � � � � • e • • 6-7) y�LOW SOUTHERN PINE WI7H AN SG OF 0.65.ALUMINUM SHALL BE 6083T5FWD 6EA MINIMUM OF.125' �����Sy ' " �\��� <br /> MUST BE THICK.STEEL STUDS TO BE A MINIMUM GRADE 33AND.045"THICK(18 GAUGE).STRUCTURAL 9TEEL TO � �c)fJf•.�- � <br /> � � � � � � � � uSEO IN BE AT LEAST 125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCRENI � <br /> PAIRS. 2'X8'X25• A.L1�NN'NfILL�R,P.E. <br /> THREADS BEYOND THE MATERIAL.#10&#12 AISCHORS lNTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. ��,�,�ON FL P.E.#58705 <br />