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TABLE 7A e�^ �
<br /> IduilionC� ciryTable 16sR1� t�'+ � �
<br /> OpeningWitlth(Toreerticelty-spemir�qm�l4oris)orOpeningHeigM(forhorimnte�y-spannirgmuiliareJ �� � Q
<br /> 5o�n sorn 7o�n eom aom fuoin imti +aom 1so�n g�= o
<br /> !Y A 7c.376 PcclenPlaf T«RdanO. RectanW�a haMdmi9. Rectan6� �PrtrimB Rec}an0ulv UeD(fManO. ReGari9ule� heM�laNl� RYc�n@+Wr T2Mda�6. Rectenpulm rrayrdmo. rr�noW� TreCrtrianO. Rectm9�lm T��rimig. � � W
<br /> LoaA�g LaadnO lnadn9 Lmmn9 Loemn9 LaadnH loadng tneAng LmAnp Loe8n0 Loe6np LasAn9 LmArg Wmng lwdng LaeTne LaamnB LoeAng o� c�
<br /> Alum.Tube � ^ �
<br /> �. p y a .a r P P a„ � _ �, r r y a a �',. _ �_ � E � � r a p �
<br /> g"� � �� g � � �� ° � �s a .s � � � � �a � ss � $� � N
<br /> M�,��, � �� � �� � �� � �^ � � � �m � �� � �� � �� � �- � �q � �� � �� � � � �$ �� � �9 � �� � � i
<br /> � b9� s�' _�a � �¢& �- � s �� �� �g$S ss �yi��, s� �� �� �Ft�3 s� t� s� �g�et _€ �g� a 5s s� ��3 e ==�., d e `� � � ,�e.�, � � ��� F.:
<br /> s� d¢� �� ¢`a� �� 2K 5'� �� i� d`24 E�c 3¢ S�c d¢ f� �� s� day �c d`� � dd �� d� �� d�� s� �¢ �� d�K �� �¢ �Y� �rc �� ¢`rc �i Z r� W
<br /> � W
<br /> 121n 170.0 620 170.0 �35 170.0 7d{ 770.� 47fi 7iQ.0 88B 170.0 sm iro.o 89t 170.0 779 770.0 1116 17D.0 527 170.0 17A0 170.0 521 170.0 1489 1T0,0 6T1 170.0 1736 170D 521 1)0,0 1887 170.0 521 W J �
<br /> 481n 170.0 708 170.0 St4 770A B70 770A SB4 170.D B92 77D.0 630 170.0 11a9 17�.0 fi61 1T0.0 1275 170A B77 170.0 1817 170.a Bx0 170.0 7700 170.0 6B0 77�.0 i8m 170.0 Be� 161,8 7A2f 170.D 680 � � (n
<br /> W.8251n 17a.0 747 170.0 583 170.0 886 170.0 631 770.0 1048 1700 661 170.0 1185 1TOA 723 170.0 1345 1T0.0 747 170.0 149{ 170.0 756 170.0 1783 170.0 758 158.0 1918 770D 75B 136.6 191G 1N.0 758 � � �a F
<br /> 541n 170.0 797 170.0 612 170.0 956 170.0 6B1 170.0 1118 170.0 75/ 17U.0 1275 1T0.0 E03 170.0 1434 170.0 8�7 170.0 1594 77U.0 856 15U.9 1T99 170.D 861 137.1 1790 170.0 661 11A.0 17b9 170.0 861 � � m ((J
<br /> 601n 170.0 !BS 170.0 701 170.0 1063 17U.0 7W t�o.o 1P90 170.0 B78 170.0 7417 1T0.0 844 1T0.0 1594 1)0,0 998 1i5.5 1618 170.0 1u37 128.8 16Y9 170D iD63 111.0 1818 170.0 1063 872 1818 170.0 10H3 � F �O �
<br /> 6sln 170.0 830 170.0 745 170.0 1118 170.0 eS0 770.0 7302 170.0 9d0 i70.0 1488 17G.0 7016 786.7 1692 170.0 7P76 M7.0 1542 170.6 71T2 117.5 1542 168.5 1158 io�.7 15l2 t67.9 T761 88.1 17M12 167.8 1157 � z
<br /> � �in 170A 671 777.0 787 170.0 '1168 170.0 B03 570.0 1J84 174U 1�02 780.6 14R 170.0 7086 1428 7472 1e8.e 1748 1ZL,5 147Z 158.A 1130 iP7.1 1472 74T.8 11� 91.B 14T1 iG8.0 1104 80.7 1672 7/8.0 1104 ? Z fn z m 2
<br /> � Rln 170A 10p 17aA BTB 170.0 1279 1T0.0 1� 1SD.! 1320 �1�.2 1101 iJZO 19]D 1{9.B 10E2 117.3 1320 137.8 1066 105.8 193A 179.8 1618 Be.O 131U 117.0 1P21 75{ 1320 112.8 1013 68.0 7]20 H25 7012 � � !L� � .��
<br /> 781n 170.� 1132 170A 877 149.8 118t 159.4 1073 7282 718t 737.0 9B1 1123 11M ]25.7 B7B 08.7 1194 113.3 68� 06.8 1184 /07.9 B4 7/.B 11Ef 97.9 975 6t.1 1184 83.1 9T7 58.1 71& 92.� B27 H � �o � Z
<br /> � N J �
<br /> � 7BIn 7W.1 1124 170.0 B87 1�.� 772� ti7.0 B95 118.6 11�b I?D.9 947 1018 11?A 115.8 931 e2.3 112f 1ne.e B16 N.0 117A 89.5 808 692 t124 &9.0 BBO 59.1 11Y4 91.7 eSt 51.B 1124 &13 We � J �
<br /> 90in 108.1 041 7115 7s0 90.1 BM 84.3 738 77.2 84d D21 724 BT.6 844 TJ.3 712 6�.1 BW 68.6 702 W.0 B44 81.4 693 45.9 8/4 5{2 WB 70.e 846 5�.0 869 31.8 B14 �7.7 66L Z Z 7 a N �
<br /> f Q � Z
<br /> 961n 897 742 81.3 663 7�.2 7�2 T7.2 862 6�.8 742 673 B41 55.7 7!2 �.B 837 49.5 7�2 64.1 622 R4.5 74Z 4G.8 6U 37.1 741 43.6 600 31.B 742 38.E 690 27.9 742 37.6 68{ a l� r B b��d�
<br /> 10Bin 626 588 83.9 530 52.1 588 63.9 671 44.7 5B6 4&B 513 38.1 58fi 41.4 505 3f.e 5BB 37.J 49H 37.3 58B M.Z 492 26.1 586 28.6 481 71.3 588 28.6 472 79.6 698 7{.7 486 n � M N ❑
<br /> 1111n 57.6 555 59.a 503 48.0 355 495 495 412 555 42B 48T 36.0 656 38,0 480 33.0 d53 342 47� 2H.8 655 31.3 46T 24D 555 T/.1 i'7 20.6 555 24.3 44B 18.0 553 13.4 442 N � X o� Y
<br /> t?Dln 4fi.6 475 4e.1 17� 39.0 175 J8.0 478 326 q5 }17 {a0 78.5 475 29.8 414 25.3 q5 Z8.8 409 72E �75 14.5 404 18.0 �75 21.1 395 7fi.7 /75 18.7 387 74.3 475 17.2 381 � � � �
<br /> 1{41n 28.4 330 '18.7 30S 220 330 '12.1 707 18.8 330 7B.] 297 18.5 330 17.0 4B3 S V X a � �
<br /> c� a 2.- Z O O
<br /> TABLE7B ANCHORCAPACITYADJUSTMENTFORMULA: � ,�fi .� €Q.�
<br /> MchorCa c Table IEa � � b
<br /> ANCHOR CAP.,,o,,,,,,, g y ❑-a��
<br /> 5u0stmta: 27kConcrNe 7.SkCerw. HolrowCAlu FllledCMf! PTwood MetW (�P.�,)X( )=ANC1'IORCAP.,,,
<br /> yic�a va•ss�o vie^eico 1l4'BSEko mosu� �rzs��i mzs�ea MULLIONCAP.�,„,,,,,E pRODUCT REVISED
<br /> AncfwtType' YtE Ekn I111�eaM 7!4'Eka IliVeowl 3�78'Oco UIVaGOn U4`Eko Ultraedt
<br /> Anchor Cilp PaCems Ntre�w namec mr lmraccn AOgre�amr sc w(G�screw(c� screw(c,5) 11SE THIS FORM�LA TO OBTAIN THE"ANCHOR as eomplyIng with tbo Flodda
<br /> Eape�smrwe(mp ri 2-t2^ t' 242' 37fe' r 2-srz• r s-vr Y 3�tta x' ¢48` 0.%• o.:,zP CAPACITY REQUIRED"CARRESPONDING TO AN 9uiiding Gode
<br /> Emhedmw�Pnk tan" 7-vA' 1-va• tal4• Y t-V4• t-Vq' 1-V4" t-0la' 14la' 7-014• 2" 1-9le' t-7/B' �edas ACTUAL PRESSURE REQUIREMEfJT FOA THE MOA-No. 17-0630.01
<br /> 2McM�s�4.7sMln.O.C.lSendafdorOrtsatCAD(A7�1aE} s8oi0s 39olbs 45oIEe B901Es iB441Ce T/OIDs 48014s 3s4ms 7aolCs 3T41bs be4iCs 9481W 311I'�s 4421m 5fi01Cs OPENING,WHENITISLOWERTHANh1EMULLfON EapiretionDate05126/2021
<br /> q���w�g 2�5"!Aa O.G/Slerdad(or06eq Cilp�f10•3k 700 los roo ios saa loa 14101bs 952 its Wn seo Ibs It/A eao ms N!A eBu us WA ea2 me Be51ta itso ba CAPACITY(FROM THE TABLE)OF THE SELECTED
<br /> 9Anc�oogl.lS'MIn.O.C.lSmrdmd(orOCsepCllp(FlB.4k ���a 74001Ea WA WA N/A N/A 1601Ee WA , WA f1/A �llA WA 1303iEs 17701Gs 7140mn �IULLION.ITWILLYIELDAMINIMUMANC�iOR By
<br /> 4Arohore�7'lNn.O.C.I(z�2S5AnpkUlpB/(Flg.Sk 7Boloe 7eoies eeolen lssaim laeeroe 54oms ssams tuA 76oICa 7481os Baolm teesim sazl� ea5lhs tlzUlbe CAPACITYWHICHMAYBEUSEDTODUALIFY Mlam e roduetControl
<br /> sAmtwrs�7'Min.o,c./(11z�snngkcips�(Flp.eR i�7aios ��7oron �vtoin� 2aaoits 2auioe atoms saoiec wn ifaom+ iia2m.a �3aams 2e3eroe �a72roe �7vies �eaoae ADDI710NALANCHOfiOPTIONSFROMTHE
<br /> 4Arwlars�a.<SMIn.O.C./ll-a(p,bto.1R6"AWm.�Flp.7k WA N/A WA WA WA WA WA NIA WA N/A NfA WA WA H/A 143u�c APICHORCAPACffVTABLE.
<br /> 2 MCMm�22S Min.O,CJ FClln IFlo.8k 350 ms 3501Ee 290�s 765 fm �761W N�A 7BO Iba WA 315 ms WA 4f0 fba WA ]E1 ms 47Y Ita 660 Ws
<br /> 4 Anclwe�1.1Y Mm.O.CJ FG�p(FIg.9k dbD Ihe 7W IEs WA WA NIA WA 380 Ns WA WA WA N!A Wp 6B2 @s 8851ta 17201ba
<br /> NO"fE:FOR THE OFFSEf CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VRLUES AS THE STANDARD Cl1P -'� 1.062" I-^ --j 1.006' I--
<br /> TABLE NOTES:
<br /> FIGUREI: FIOURE2: FIGURE3: FIGUAE4: FIGUREB: FIGURE9: �1SEESHEET7FORtNSTRUCTION50NU51NGTHETABLESAND6HEET25FORINFORMATION ,
<br /> � �• � � � � � � ON LOADING.SEE SHEETS 2�FOR GENERAL INSTALLATION METHODS. I
<br /> • � • • � � �
<br /> 2)LINEAR INTERPOLATIOPI BETWEEN MULL LENGTHS AND/0R OPENINO WI�TH5 IS ALLOWABLE. `\����QNY LY(�1/���i� i
<br /> � • o • • • • 3)MULLION AND MULLION CLIPS SHO4VN ARE NOT TO SCALE.FOR EXACT DIMENSIONS�SEE �LICENSF ���
<br /> SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLAWINC,DIMENS(ONAL RESTRICTIQNS 4�00�" 4.000" � �� • �•.�'�
<br /> SHOWN ON SHEETS 27-23.FIGURES SHOW SUGGESTED,APPRDXIMAIE HOLE LOCATIONS. '7k; N����OS � •
<br /> FIGURE 6: FIGURE 6; FIGURE 7• 4)SUBSTRATES:CONCRETE SHALL CANFORM TO ACI 301 SPECIFICATIONS.HOLIOW AND -� � *-
<br /> • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMUj SHALL CONFORM TO ASTM G90.WO00 SHALL BE �p '• ��I� . (V�\ �
<br /> � � � � � � � PRESSURE•TREATED YELLOW SOUTHERN PINE WffH AN SG OF 0.55.ALUMINUM SHALL BE ��T''., F ATE F G(V� I
<br /> 6063TSANDBEAMINIMUM OF 125"THICK.STEELSTUDSTOBEAMINIMUMGRADE33AN�.o45" 375' .375 ��s �'•�aR!�P•• \��`
<br /> THICK{78 GAUGE).STRUCTURAL 9TEEL TD BE AT LEAST 12S THICK AND A36.ALL ANCHORS T �'�iS��NAL E����\
<br /> ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. INTO METAL SHALL IXTEND AT LEA57 3 SCREW 7HREADS BEYOND TFtE MATERUIL.�70 7'X 4"X.375' 1 1'X 4'X.375•� p����14��,P.E.
<br /> ANCHORS INTO WOOO MAY BE STEEL,1&8 S.S.OR 410 5.5. 'P-MULIIDN MULLION
<br /> FL P.E.q 58705
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