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-- ---- ---- ------- TABLE 7A -- -- °- +�- - -- MulllonCa acityTable IbsB= �� ' OpeningWidth(for�+ertiraly-speMngmuf5ors)orOpeningHe�B�t(forhoAwKely�spanrirgmwloris) WWW � < 601n 80h 701n BOb BDIn 1001n 1201n t10in 1801n ��p O 17c4x.376 Rectang�ler Trep!Itianp. Reclm�u�w hePlTden& RxtanPdv Tru{JTamia. Raelen�da Trepf�danP Reda�pular TmPRden7. Rectane�ar TrqVfden9. RiwlenW!a hw✓�danc. Recton�dar T�lfdav& Rectm�pder iFeM��9. d� ~ on� � LoaMg LoeAnO lnad�p loa�9 Loe�n9 Loeang lnaMO InodmB ��ro �aaans •wee� Lonang LoaA�B LouQnO Loe�O Lo�np LaMB LoaAnB oY u Alum.Tube L� y� � � ��T" � 'bft.. 2, L, .Fa �' Z' 72{� � D L�` F 2� y�ga 't@ b p y8. �.. Mulllon 8 S� � ��' � �� cR �� ' �T O8 �9 �� ` lf �� 3� � i7e 0 �� 8 �� 6 � � �� N $ E � L b. � s s e¢' a�g s� � s s § � v� � � �i �� $� �� p� �� z �� a a� � � s rc s�. ��. rc � �� s �3 s � �� so ��. � � u� {26i 170.0 620 170.0 435 170.Q 7N 170.0 47B 170.0 E66 770.0 608 17U.o 892 170.0 61Y 770.0 1110 17D.0 621 t70.0 1Zl0 170.0 52f 770,0 1408 170.0 621 7T0.0 1739 170.0 621 170.0 1083 170A 6N J J �Bh 170.D 708 170.0 624 170.0 E50 ti0.� fi8{ 170.0 882 770.0 B70 570.0 1173 fi0.o 881 170.0 1276 I70A BT7 170.0 1117 170.0 690 170.0 1T00 f7a0 860 170.0 1883 170.0 BBD 787.E 2021 170A 660 � � SO.B291n 170.0 7{7 170.0 607 170.0 686 170.0 631 170A 1016 170.0 88l 170.0 1195 1711.0 72J 170.0 1345 170.0 747 170.0 7�81 17Q0 766 170.0 1783 170.0 768 158.0 IB19 170.a 75B 136.6 1819 1T0.0 75B � �p � 641n 170.0 787 170.0 612 170.0 958 110.0 881 170.0 1H8 170.D 761 170.0 1276 170,0 603 170.0 1131 i70A 837 170.0 1594 170.0 858 169.8 1789 �10A OBI 137.f 1788 170.0 a81 120.0 1708 1700 88f m O F' � BDIn 170.0 BB5 170.0 701 170,0 1067 170.0 797 770.0 1240 1T0.0 E7E 770.0 1d17 170.0 B44 170.0 1691 170A OG9 155.6 i61B 170.0 iDJJ 129.8 187B 770.0 1063 111.0 161i IT0.0 108� 972 1818 170.0 1087 {-_- m J &71n 570.0 670 17U.0 7�6 170.G 7118 170A 650 170.0 1302 170.0 910 7T0.0 1�eB 170.0 10fi 16&7 1612 170.0 f070 1/1.0 1642 110.0 1122 117.6 1512 18&6 H68 f00] 16/2 16T.0 H67 80.1 16/2 107.9 1107 � � � � 681n 170.0 974 170.0 Tb9 170.0 H68 170.0 9P3 170.0 708{ 17D.0 10D2 180.6 U72 170.0 f088 112.8 1fT2 16E.E 1148 12E.6 1�72 15E.B 1100 107.1 1�72 147.0 1fOB 81.6 1�72 716.0 H61 BO.J 1lT2 146.0 1101 Z �z m e � 721n 170.0 108J 170.0 6I8 17D.0 1Z15 7T0.0 1a09 150A 7030 168.2 HD1 172.0 1720 148A 1082 tp.3 1120 177.0 f068 f05.6 f320 12a.8 1019 88.0 13Z0 117.0 1024 75.4 f320 112.8 1019 BB.O 7J30 1125 tOtZ � a� � �W J 781n 170.0 tIT2 770A 937 148.8 1181 759A 1013 128,2 1184 139.8 B91 112.2 I16{ 126.7 W0 99.7 1101 116.3 864 E9.B 1184 107.8 B52 T�b 1181 97.B 8]5 61.7 11B{ 83.1 B37 56.1 1784 82.3 825 J � �z � T6In tfili.t 112� 170A 'JW 1�8.1 1131 U7.0 9A5 1158 1124 1]BB e{7 103.8 1124 115.8 6!1 F23 1124 105.B 91B DI.O 112{ 865 BO6 892 17Y� 88.0 B00 59.] 112t 84.� BB1 51.8 1124 832 B7E � J � � � Q �1 O BOIn 108.1 BN 11t.e T50 80.1 EIt ei.3 7Y 77.2 811 8Y,1 721 81.6 eN TJ.� 712 60.7 BN 68.5 702 61.0 E14 B1A 893 IS.O 8N 6f2 B7C 38.8 8H 60.0 660 �3.8 B{t lI.7 662 Q � Z N 881n 09.7 712 81.6 6&7 71.2 7�2 77.2 B52 9J.8 T42 87.2 W7 55.7 7!2 69.8 Gt1 IB.6 7�2 6{.1 B22 11.6 7/2 /&B 614 17.1 7�2 4J.B 600 J1.B 712 39.0 690 27.8 7C2 �7.5 581 � �� g0� tOeln 62.6 bee 83A 530 5Y.1 6E6 6S8 521 /4.7 6L8 I8.8 513 �9.1 698 41.� 70.7 N.E 688 �7.7 �98 31.7 6B8 �1.2 192 �e.i 686 78B �BI 22.7 588 26.8 �72 18.6 906 M.7 IW W M � o 111 N 57.8 375 68.8 6D3 1l.0 555 49.6 4B6 11.2 b55 12.9 187 36.0 fi55 7D.0 IBO 720 553 M2 I7J 28.E 333 J1.5 467 24.0 555 27.1 467 1D.8 555 21.3 NB Ifl0 S55 224 M2 � � � � 1201n I5.6 475 �6.{ �33 ]B.0 4T6 19.0 4T8 92G 173 ]]7 �20 28.6 175 29.8 N� 26.5 176 26.8 {09 228 475 21.6 �04 I8.0 476 21.1 795 18J 46 18.7 3E7 1�.7 t15 172 3S� � �( Q O O 1�41n 26A J70 2B.T 305 22.0 330 72.4 SO7 1B.B 73D 18J 207 10.8 ]JO 77.0 28� ¢"� Z ,fD (n TABLE7B ANCHORCAPACITYAWUSTMENTFORMULA: �� O m €�m� S�slnle: 2.7kCororefe �C�skC�ac! Table ba Ho¢owa.+u Fwwu.tu piWooa ��i �pp��x(�CHORCAP.,o,,,,,\_ANCHORCHP.,,, � &�� yia�Eko +n•ssEea vicE�oo vrssE�o mosieei atzsu� sizs�e� �MULLIONCAP.,e,,,,,� AncharClipPatlems A"`^«rype: J/1GEkaUllreaon 1/4'EkoUlhaom �� yie�Ekou�woon »a•EkaU9ixm A�� n�� A�� seraw(o�sarew(cs� s«ew(cs) USETHISFORMULATOOB7AWTHE'ANCHOR Es�e qsmnee(!nk �' 24/r' �' 2-�2' 34�8' �' Z-�rz' 1' 2•72' 2' 3�tttf 2' 0.48` 0.51• 0.3t<' CAPACITY REQUIRED'CORRESPONDING TO AN EmCedmmt pn): t��' 1•3!9' ta�o• �-�r r �-ua• �-�w• �-v4• �-va� �-w• �.va• r tara iare• wnes ACTUAL PRESSURE REQUIREMENT FOR iliE 2Aro1wm�1.75'MIn.O.C./SlanOmfa0f6e1CUp(Fq•182k s�� s 4w�n Buom* �at4�s 2ro� zmias ms ��ome 3741m 6eaios eaetw �tiw ��2in+ 6soita OPENING,WHENITISLOWERTHANTHEMULUON �Nwhom�22YMin.o.0.�staraaN(aortaa)cnp(Flp.�: 7aome 7ooms saoes 191016a eszms wA aeoins wn owiw w� eeoim wA sez[m eAsns 7720roa �ACfTY(FROMTHETABLE)OFTHESELECTED 9Mchom@t.IYMh0.0.ISlenderdlatObellC�DffN�Q: �� 110DI�s fUA 1UA IUA wA 7001Da. WA FUA WA WA WA t38�los 17701M 9210ros MULLION.ITWILLYIELDAMBJIMUM/1NCHOR �AnckwaQ9'hlln.O.C.f(t)nSArybd'q�/(Rp.S�: 78016� )somc seoroc tse0lba �BSB� s101bs 5601bs N!A �780ma 7�e�m BeoIW 1B821b� B82�m eB51ts �lsoms CAPACITYWHICHMAYBEUSEDTOQUALIFY earcron�s'MN.O.C./Gq2c5Atpledps!(Flp B)' 11701bs N7oros tmoms zHoiw se�4w atoa,s aaiva w� �»oiw ��nies 132016n n3eina fon� t32Tms iwow� ADDITIONALANCHOROPTIONSFROMTHE �Amm�a�0.45'Mn.O.C./U1.1�,Nta.125'Alim.(Rp.7): NIA WA N�A WA WA WA WA WA N1A WA WA N�A WA NfA 1170 roe ANCNOR CAPACITY TABLE. 2Anchas�2.2S61h.O.C1FCly(Flp.OI: 35016s �SOIDs 47DIEs 765Ihs 0781bs NIA 2801Ga N/A 315109 IUA aoios WA 34110c I�2Ibn '.+601Ds PRODUCI'REVIS6D dAnolwn�t.i5'MIn.O.G/FIVPlFl0.9Y. <BOIDs 70D68 WP WA WA WP 3601M WA MA WA WA WA BE4IGs B951D5 11201W nscumplyiqgwilhYmFlbrida RuildingCode o218 O NOTE:FOR 7HE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STlWDARD CLIP --j 1.OBY r-- -y 1.000" �+ Ac�cp�e�uc No��O' �21 L'pi1s1' Daie TABLE NOTES: BY FIGURE t: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: �)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION Miam'Dada�roduct ON LOADING.SEE SHEETS 2-4 FOR GENERAL W STALLATION METHODS. ��i I i i i� • • • • • • � � • • � • �� .�4YMM n7/� �� 2JLINEARINTERPOLATIONBEfWEENMULLLENGTHSAND/OROPENINGWIDTHSI3AlLOWABLE. ``��ti'�n�" ENSC"'!�R /% � ��. L�G � � � � • • � � � � 3�MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCJILE FOR EXACT DNAENSIONS,SEE 4.000" _ � ' ��r'= SHEETS 21-23.HOLES TO BE ORILLED IN THE FIELD FOLLOW WG DIMENSIONAL RESTRICTIOfJS 4.Oao' _ N�,5670� _ SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOIE LOCATIONS. _ � ' - FIGURE 5: FIGURE& FIGURE 7' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND '�'��/` ,�fl. � • • • • GROUT-PILLED CONCRETE BLOGN UNIT(CMU)SHALL CONFORM TO ASTM G90.W0�SHALL BE ','�� " .\�`: � � � � � � � PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 'LT •. !-I.OR\O�•'�C��' 6063-T5ANDBEAMINIMLIMOF.125'THICK.STEELSTUDSTOBEAMINIMUMGRADE33AND.045' 375' .375' �i �� •••• •' ��` THICK(18 GAUGE).STRUCiURAL BTEEL TO DE AT LEAST.126'"fHICK AND A38.ALl ANCHORS �[" ,' � �s`SIQ(•J J��-�+� ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. INTO METAL SHALL IXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL u10&N72 1'X-0'X.376' � 7'X 4•x.375' p,L4NN�MILL�'A,P.E. ANCHORSINiOWOODMAYBESTEEL,t&BS.S.OR4103.S. 'T'-MULLION MUUJON FLP.E.#58705