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. � TABLE 10A MumonCa ac Tabk(Ibe/fl' e��p�x �5 OpeningWidth(foreerticaMy-spaimingmUAore)orOpeningHelght(lortrorhontaly-spannirgmuftore) �� eom eom �oM eom eom taom �som uoM tsom LL RaclagWef Trep/Tderp. ReclBripdar Trep/TAeng. RecleiquM Tiap/Nenp. ReclBnpWer TIepRAenp. Reclenguler Trep?�lenp Recte�gnlM TrepRiferp. Recl&pular TraplTrianp. Rer.lBfplAer llapVTAa'g. ReClengulm TfeylHanp. �L p O 2 7f 8%.26 ��0 Lad��O Loa�np Loadln0 LoatlFq Loednp Laadlrq laedlnp LaaUrq Loe�fl� LoaArq LoednB loedlnp Loo0lnp Loading Loedhq LoeMrp �oadinp s 2 a � Alum.Tuhe - � M�n�o� � �� as � �� $ � �g � �� aR d c7 d cR° c7 d '� ' '� c'9 8 3 S c9° 3 tR` c7 c9` w �� f� �� 8 z �� �21n 170.0 8211 170.0 435 1A1.0 7�4 170.0 47B 170.0 B98 170.0 608 170.0 BB2 170.0 61B 170.0 7119 170.0 621 I70.0 /710 770.0 EY1 170.0 /48B 170.0 b71 170.0 1735 170.0 621 170.0 1088 170A SYt 0 J 481n 1740 708 170.0 62C 17Q0 150 170.0 6B1 170.0 984 170.0 B30 170.0 /193 170.0 BE1 170.0 7275 Y7q.0 877 170.0 1117 170.0 980 170.0 1700 170.0 880 170.0 1983 170.0 880 77Q0 PZ87 170.0 BOD ? 90.6T61n 170.0 747 t70.0 SB9 170.0 BBB 170.0 837 170.0 1MB 170.0 BB9 170.0 1185 170.0 723 17a.0 1395 170.0 747 170.0 1�89 170.0 75B 170.0 7783 170.0 76B t7(1.0 ZOB2 170.0 768 170.0 2381 770.0 768 � �Q 501n 170.0 707 170.0 812 170.0 B58 1700 BBl 170.0 /118 170.0 751 770.0 1T75 170.0 809 170.0 149d 7lO,0 &97 770.0 75W 170.0 B68 1700 1819 770.0 EB7 170.0 7231 170.0 8B1 170.0 Y550 17f1.0 BB1 W O m EOM 170.0 BBS 170.0 701 170.0 10D3 170.0 7W 170.0 12�0 770.0 878 I70.0 1<ti 170.0 BN 170.0 1380 17U.0 BBB 170.0 1771 17Q0 1033 170.0 2126 770.0 1083 170.0 2170 fl11.0 1D83 170.0 2893 170.0 1089 � � E91n 170.0 B90 170.0 745 170,0 7776 170.0 O50 170.0 1�D2 170.0 &10 170.0 7488 170.0 1016 170.0 1B7J 170.0 1078 170.0 1858 170.0 1122 770.0 2231 170.0 7788 770.0 ZB03 170.0 1171 17�.0 2876 170.0 1171 � {y.,� BBIn 170.0 B71 170.0 7B9 170.0 1188 170.0 B08 170.0 1384 170.0 1005 770.0 7558 170.0 1098 170.0 7767 170.0 1166 170.0 iB1B 770.0 1210 770.0 YJJB 170.0 1276 170.0 27Y7 170.0 12BB 170.0 3117 170.0 12BB z � �' c 721n 170.0 7083 170.0 B7B 170.0 1D5 770.0 1008 170.0 7188 170.0 1140 170.0 1700 770.0 1228 1700 1873 170.0 1J73 t70.0 2745 170.0 7387 170.0 27SD 770.0 1188 770.0 2W5 170.0 1628 770.0 31� 770.0 1630 � �F ti� u � 79tn no.o »a no.o ea� t�o.o �z�e no.o toeo no.o �sro ��o.o �aae �ro.o nw i�o.o �art �ro.a zo�e no.o uz� no.o n�a +ro.o icos no.o nas iro.o �ezu no.o �+<o tva.o �eee no.o asee no.o nos � a� � � Q N g 7eM 170.0 1fs1 170.0 987 irao 1381 770.0 111e 170.0 1eH 170.0 1250 17a.o 1N2 170.0 13eB Y7o.o 207z 170.0 1lI� 77a.o 7aD2 1)0.0 1584 17ao z7ea 770.0 �7oD 170.0 �'J 170.o m7 170.0 3BBS tao.o 17Be � � BOIn 170.0 19YB 170.0 11M 170.0 16V9 170.0 1928 170.0 1858 170.0 14BB 170.0 2125 17Q0 1859 170.0 tJ91 11(1.0 7709 170.0 MRB 170.0 1B1B 170.0 9188 170.0 2126 158.0 3413 fl0.0 7279 178.6 3973 170.0 P3B1 z � a N BEM 770.0 1�17 170.0 1292 1)0.0 1700 170.0 1439 170.0 1BB3 170.0 1022 170.0 2787 170.0 1704 170.0 2650 170.0 7BS1 1700 7899 770.0 TO86 180.0 31Y0 170.0 2338 197.1 71Y0 188.8 2470 120.0 97BB 160.1 2@B I- �jQ�Z pyd gU tOBin 170.0 15Br 170.0 1�ae 170.0 1873 t7a.0 78f/ 1700 2T�7 77D.0 1Q70 170.0 ffi30 170.0 Yf17B 189.8 3781 170.0 7177 7<E.3 17�7 1E1.B 2333 143.8 4781 140.� 7281 105.8 R781 726.9 2239 B27 27Bi 118.0 2190 N N�+ o 0 ' 1711n 770.0 /EJ! 170.0 10d1 iM.O iB88 774.0 17[IO 170.0 4403 170.0 1032 770.0 4841 17U.0 2718 151.8 Z0ffi 182.9 2IA6 138.8 Ze37 1�l.� 2218 113.8 2834 1Y9.4 2188 97.8 1832 176.1 2129 BSA 2892 108.3 2088 � X � � � 1201n 170.0 1777 170.0 7688 170.0 21]5 170.0 iB50 164.4 4YC1 188.0 1881 135.1 22b2 141A /BB1 120.1 2552 127.2 7B9B 108.1 12C2 719.1 7B15 80.1 Y2bI B9.e 1872 771 YI62 88.9 18% 87.9 71E2 81A 7808 �- 7M In 125.1 1589 128.6 iM5 101.3 75M 708.1 1T16 89.4 1b81 87.5 1d�7 78.2 16B/ 80.7 1980 BB,6 15&1 72.9 7979 82.0 18BA fl5.7 13SB 32.1 76N 60.0 1330 44.7 i6B1 9B3 1906 3Y.1 7584 44.� 1289 Q N Z � TABLE 10B ANCHOR CAPACITY ADJUBTMENT FORMUTA � �� Mehor Cspaclly Te6ta pbs) /ANCHOR CAP.,�„,„„ � ,� �-'�� s a.�e: z.7 cancmb 9 bk Conc. Ndlow CMU FINatl CMU PT Wooa MaN ��P°°�X\MULLION CAP.,,,,,,,,,,,�-ANCHOR CAP.,�, eHe'Eleo VA"88 Eko W 78"Eko 7/�'6S Eleo R70 StaA N/R 81ea1 Al2 6leel AnLi�or Type' 3118"Eloa Ulmeon 1/C"Eko UMeen ]H6'Ebo Ullr�con 1q"Elce Ul�an MClqr CRp Pattema Uvaeon ApproOala Ulieaen nppreGam. Somw�(O�ry 9erow(O6) 9uew(O5) USE TFIIS FORMULA TO OBTAIN T}IE'ANCHOR E00s Dbbnce Qn}. t' 2-v2' 7' 24/2^ 3-t/B" 7• 2d12' T 2-1�2' r �ua� s• OAC' 0.W" O.s4<" GAPACITY RE�UIRED'CORRESPONDMG TO AN Embadman�Qn} �au• �aa^ �ai+^ �air z^ 1-vr 1d19' 14/P 1•7/1' 1-7/C �-vs^ z• �aia� i-�e� �ee ooi,�� ACTUAL PRESSURE REQUIREMENT FOR 7HE 2 Anchps�4.75'MIn.O.C./SYBndON Glp(FIp.1 of 2) 38016� 3BO Ibs �501ba BBO @a iera ro. 2701be 2BO IM 3641bt 'lOUlbe <09161 88/Iba 1182 M 3YB @� 4YO IW 68016e OPENING,WHEN IT IS LOWER T1iAN TFIE MULLION ��ncnare��ee^Min.o.c.i s�.na.b dp�p.s): 7eo Iw 7eo Ica o0o ibe tvao Ibs aoe�ibs wo roe aeo� 7oe me ��eo�ue e3n ibs ��aa ro. zse�n eaz w. eao�e. nzo iee CAPACITY(FROM THE TABLE)OF TFiE SELECTED e ancno�s�i.»°rnin,o.a i s�s�e�d cw lFiu.q: ++eo ie. uoo ros iom roe isee ie• run run wo iea NIA loes ie. Wn N/A N/A iaa ros ieeo ron sxqo ws MULLION.IT W ILL YIELD A MINIMUM ANCHOR �nncna.�a^Mm.o.a�c�2re��roie c�IFia.ey: �eo ros 7ao m. eeo ins iseo ib. �ece ro� 6101b� ceo im wp 7so ros �e ie. eao ib. zae�ib. B621bs ero b. �izo in. CAPACYfY W HICH MAY BE USED TO QUALiFY !Anhan�3"Mln.O.C,I(2)2x5 Anpb Glpe(Flp.B): 768016� 16EO Iba 19801ba �12016� �7D71b tUeo Ib� 11701M WA 16401�� 187216� 77801be 17Y8Iba 130�16e 7BEO Ib� 2YIO Ibe ADDITIONAL ANCHOR OPTIONS FROM TNE 17 Anchm 7.6'Mln.O.C./ 2�5 Mgle q (F�. 18901be 21001be 1/OO lbs J7BO Ibs NIA NIA 79101bs WA 76001bt WA N/A M/A 1960 Ns 26RO Ibe 93BU Ibs ANCHOR CAPACITY TABLE. rROOUC7'Rnv � (2) � 9�� nscomplyingwi�h�l�e��oridn �Anchois�1.]�'Mln.O.C./U•Cllp,IMO 1/E"Alum.(Fq.BL N7A N/A WA N/A NIA NIA N/A NIA N/A N/A WA NIA N/A NM f1741b� 6uilJn�g Coda e Mclrors Q 0.60'Mln.O.C.I U•qlp,Inlo 1IB•Alum.(Flg.9): N!A N/A WA NIA NIA WA N/A NIA N/A N/A N/A WA NIA N/A 7889 Rn ��Z•0��-'� neceplNtce No � ��6 2llmhvs�q.OE•Min O.C./F-Cllp(Flp.10): 3801ha Je01M 4601bs 8901be 18�21�e 2701ba 2001bs 3691ho 7401bs 4B8 ba 66216e 1 teY Ibe 32B Iba <2D IW 6901U� Gx 1��o Llale 1 Armlwn�7.71"Mln O.C./FCllp(Flp.71) 6BOIhs 7001be 5051bs 7�e lbs NIA NIA A�O i1n WA 633 Na WA N/A WA 95!Ibe BOOIbe 77201ba .250" B �yam� nde PfaduCt Co ��tlltlllll/ FlGURE 1: FlGURE 2: F�OURE 3: FIGUFiE 4: FiGURE B: FIGURE 9:FIGURE 10: FIGUFiE 11: TABLE NOTES: � � • o • • • o o • s o e • • • `�� pa�•" ' ••��l�c �: o e o 0 o e e o o e e o • o e • o o . e 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON `�1�,.'��GENSF • 'P LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALIATION METHODS. 6.00D' � Q' ' �•.��; 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOwABLE. ='�� No.58705 o e s o o e o o a o 0 o e • e. a a • ° 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18-20. _ � r 0 0 0 • o o • o • • • • .e • • ALL MULLION CLIPS MAY BE FACTDRY MACHINED ANb CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED = • /� * � � IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SI-EEfS 78�20. ��'0.'. v` � 30�l� W\ FKaURE 5: FIGURE 8:e Fl6UFE 7� O 4)SUBSTRATGS;CONCRETE SHALL CONFORM TO AC1301 SPECIFlCATIONS.HOLLOW AND GROUT-FILLED �p ' S7 TE� '•,2.�` A�E CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TAEATED %0 ' �. �. • • • • • • • • CLIP � � � '� �'•.FCOR��, G� YELLOW S WTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.126" %� �,. • • • • • • . . gFl(3j,RES THICK.STEEL STUDS TO BE A M�NIMUM ORADE 33 AND.046"THICK(18 GAUGE).STRUCTURAL STEEL TO ��iSS�ONA,-� MU97 BE BE AT LEAST.125'THICK AND A38.ALL ANCHOR9 INTO METAL SHALL EXTEND AT LEAST 3 SCREW r X 8'X.25" A.LYNN MILLER,P.E. • • • • • ♦ • • USED M THREADS BEVONO THE MATERIAL MVLLION ppiRS. FL P.E.#58705