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H <br /> TABLE YA <br /> Mutaton Ca city Table } <br /> OpmIng Widill(forlsldcHjVspatvung miAon3)or Opening Height(fer hadzOntaay-6parldngmdlfons) <br /> 60h Soh 701. 8DM <br /> 90in loots I20N 140h 160N g� <br /> R tmlg4af 7 terra• Trapffd a. R4cbmad- Tmpfln.%w I{pC2atDtHaT Tttp7F0aa1t RetlnnguI. Tmprr o- Recmn0a'ar 714pTda19• Rm>an8iim h0rT7nm1& R.Gtat®Ms1 7RF'7Ti�009- necimrDuly Tmoadrg <br /> 1 x 4 x.376 Ltat40 L0ad08 LaadaD L44dr47 t,wdng i.ca lrg 10adn0 taadv9 L-Ing tna+5n0 L-ft 1.0adn0 haft I-dn0 L40dA4 tAndng EHadnO �Y U <br /> AIum.Tflba �.Fill. <br /> s..MMllong ss � ���- �`• tY �" t3 ii$ 3 r3 &� & 8g L9 � e s �� a� g a� o Ua gg a 5 gg a � s is s a- g 9 g a q gg z 2 Ha yg q � a z----- <br /> a �6 2c• �� i - d �K �4 �� � � � �6 �kill. ,'�a d� s a" 5 a 5� � sc `da fc K8 Ec a�8: 0E dK (z!U; O L'.1 <br /> 42N 170.0 62D IMP 435 170.0 744 170.0 478 170,0 960 17a0 506 17aD 992 17a,0 519 iro.0 1710 t70.0 621 170.0 1240 170.0 621 iro.0 1490 170.0 621 170.0 1336 IroA 631 1T0.0 1H04 iro.0 Stf y1 ,J to <br /> ClT <br /> 4HM 1T0.0 TOB 170.0 524 170A 850 IMA 6N 170A t7a0 630 170.0 1133 170.0 WI 17a0 t275 tT0.0 fi7T t70.0 141T 170.a 88A t7PA i70D 170A 6pP i7D.0 t9m /70.tl 600 i5t.8 202A 1roA 5� _ <br /> 50,02310 170.0 7a7 1ro.D SB3 f70.0 696 170.0 631 170.0 1046 VOX 6E4 1T0.0 1795 170.0 723 f70.0 1316 170.0 747 170.0 1494 17a0 756 1700 77H] 170.0 756 15HA i87H iroA 798 136A f31H iro.P 758 W CD r <br /> 341a 17MO 197 170A 612 170.0 $53 170.0 691 170.0 lite 170A 764 1Ta.P 1275 170A BO] 17b.0 1434 170.0 837 1ro0 15% nD.P e59 158.9 1199 170.0 661 137.1 1799 fro.0 861 120.0 1750 170A H81 ? w <br /> 1'AM 170.8 885 i70.0 791 i70.4 tit i70.D 7H7 tT0.4 t2W 170.0 H78 170.0 ta17 fiaD 944 im.0 ism S7aA 999 165.6 t61H 17a8 t033 12it6 l8t9 170A 1083 111.0 ifi19 fro.0 1063 872 1818 570.0 10H3 Z <br /> Win 1ro.0 8N 170.0 746 1ro.0 111E 170A 850 170,0 1302 170.0 510 170.0 1488 170.0 tme 10B.T 1342 I70.0 1078 f47.0 1542 170.G 1f22 -Ii7.5 f342 f68.5 115E tOaT 1b42 t67.H 1167 88.t 1642 167.9 t157 U <br /> 170.0 074 170A 709 170.0 1169 170A 9M 170.0 1364 170A 1DM 160.6 1472 170.0 1066 14Z8 1472 100.8 1148 126.5 14R 158.0 1/30 1071 14R 14T.0 11tl0 91.8 14T2 140.0 116f 80.3 14T1 f46.0 1104 Z w f m <br /> T Rk+ T79.0 100 froo .8T8 17D.0 12m 110.0 1�. 150.6 `.320 13sa MI 1320 132D 14AD tW fi73 1320 137.e 1066 105.6 1320 U&S 1049 eH,D 132P 117A 1tR4 75,4 1320 111.8 IOW 86.0 132D 1f2A 1of2 W � :@(, <br /> J 7H In 170,0 1122 170A 93] 149.8 1184 t59.4 1013 123.2 1184 130..0 891 1123 1194 125.7 078 00.7 1134 1163 4H4 89.1 1184 107.5 952 Ti.B 7184 9T.6 3' 84.1 /184 93.1 927 3b.T 1184 923 tAG _ <br /> 78 N 166.1 1124 170.0 987 138A 1124 147.0 9G7 118.0 1124 120.p 947 103.a 117A 115.6 931 423 7124 105.8 H18 53.0 1124 H8.5 906 �] 1124 89.0 BrA 59.3 1724 B1.3 881 5t.9 1124 832 B78 0 t¢' <br /> 2 Z �_ Q N L71 <br /> 80N imt 84t 17tA 750 99.1 H44 94.3 736 T7.2 844 82.7 R4 Ze 844 T43 712 00.1 814 8a5 702 54.0 844 61.4 693 45,0 BH 642 878 39A 84d 50.0 666 33.9 edq 1:.T 6E2 `y Z <br /> 06 in H9.i 742 gib 963 71.2 742 77.2 652 6a6 742 872 Stt 55.7 T42 58,8 &4' 49.5 742 64.1 622 44.5 742 49.8 8i4 37.i T42 43.6 600 31A 742 39.8 600 27A 742 37.b 684 D, h B 4+p yp <br /> 100 Yr 620 506 8:L9 530 d21 666 WA 671 44.7 No 46A 513 39.1 566 4fA 505 34.8 6B8 37.3 4. 11.3 S88 .2 492 S.1 t•0 29.8 4H1 223 696 245 4R 10.5 588 24,7 9C9 r. to M N �o 'a <br /> Sit M S7A 55S 58.8 503 464 S55 4A5 496 412 665 429 4H7 36.0 655 30A 480 ]2.0 li:S 342 173 29.E 656 313 467 24A 555 27.1 457 20.6 655 2a3 a48 18.0 22.4 442 i4i X <br /> t20 kt 4$6 475 48,4 433 3&0 475 34.0 429 32A 475 33.T 42a 28.5 475 29A 4t4 26.3 476 2&8 409 278 419 24.6 dQ4 IBA 4TS 21.1 3H5 tH3 475 i8.7 387 143 475 17,2 3Bi 1 b x ¢ 3 <br /> 144In 26A 330 20.7 305 220 330 224 301 tab 330 1B3 29T 16.8 ]30 1TA 2H3 iY a � Z O t0 <br /> ANCHOR CAPACITY ADJUSTMENT FORMULA.- a' "5 u 5Cf <br /> TABLE 713 Anchor Ca Table b9 /ANCHOR CAP.,d,,,,, $ c� "5 <br /> satstats z.tic cacteta 35%m,°. Ilia-cmu rada4u PTW d Mont (OP-)X IMULLiON CAP.,,v,,,��u ANCHOR CAP.- <br /> Ilia- <br /> ua-sseu0 5118•EI. ll4'ssEka dlosleJ 41261ee1 412s15d PRODUCT REVISED <br /> AndWrTypo- 3N6"Eros Uomm IN Pi..Plaeem U1rMb'em 3116•Ft0 Uracm 114'EIDD Uhaetn /rs50r ��� A99.06x 8,-(Gs7 SOM(05) 0.r (05) USE THIS FORMULA TO OBTAINTHE°ANCHOR •9 comp in with th•Florldo <br /> Anchor clip PaCDtna 8 <br /> E40a imtame04k t" z t t' z-irr suc r 2•+n' 1• 1�tR' 2' 3-ue' 2• 049' MW D.324° CAPACITY REQUIRED"CORRESPONDING TO AN Building de <br /> Emmuma00nk i-3f4" 1•ar4^ sai4z 1ar4^ a t-vr faro• 1-1F4' t-1F1° t•a4• t-v4• z• Iat6 1-Le' vanes ACTUAL-PRESSURE REQUIREMENT FOR THE ) Non-No. 1T-0630.01 <br /> 2Anchnr®4.75'MM.O.C.!5ta1c1n0IX OIBef C1P lFA1 tb2k 3901hs 3900n3 4501bs E901Ds 1E44 Ibs 2ro lls 2801b0 35a au 7401be 3141t3 31b, ;WA <br /> 347 Ns 4421� 560 @4 <br /> OPENING,WHEN IT IS LOWER THAN THE MULLION: Exphailon Date 05126l2021 <br /> 4 ARchn'4 2.25 fNn.O.G/SP+Mtrd(0r Oc e0 GOP(FCC.3k 7D0 ms 7CA Iea Nib 1410 b» eS2 me WA NO 1b+ WA_ B30 ms NJ 6621be 6B5 ros 1120 ha CAPACITY(FROM THE TABLE)OF THE SO.CCTCO B <br /> 8Amnont�1.19 Min.a,G lstand d(arotuty Clip{FlO.ik 9601Ds 14001b0 WA WA WA WA 760IM WA WA WA f]03 Sn 1Tro IW 22401u MUWON.fi'1'JILLVIELDA MINIMUM ANCHOR Y <br /> 4 .0.C.1(A2157P3 t IQ I" 1 780 @s 7800xi 00044 t5w1m te98@s 3+080 669ID1 WA 7601W7-08 tta 692 the 866 iGc tlNt be CAPAGITY WEIGH MAY BE USED TO QUALIFY Miam aPm ue tls0 Arclrm®3•hOn o.c.r Rl zsA °ceps HR9-sk tnalbs t17o o+s 7P7D@n 23431de 28441b4 6m H.s H4Pibs WA 114UMS I=ts lozzm 13a Hs lam 2n ADDITIONAL ANCHOR OPTEONS FROM THE <br /> 4 Amhonl®OA5"Mh.O.C.r 11Gi(0,h10.12'u'AlOni.(Flo.7k WA WA A WA WA WAWA WA WA WA WA N7A 1430 Lc ANCHOR GAPACf7Y TABLE. <br /> o,cr FLitP(Flo.ej 350ma0m 290 8rs 705 fbe 4ro me WA 2801ha A 315 Dis WA 341 Ih0B0 roa-the 70010e WA WA WA MA 380703 WA WAWA 6821bs 8851ba 1120 Ibs <br /> NOTE:FOR 7HE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. -^� 1.052° �^•- --j i.000' E-- <br /> TABLE NOTES: <br /> 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SFLET 25 FOR)NFORMATtON <br /> FIGURE 1: FIGURE 2: FIGURE S. FIGURE 4: FIGLtFWZE B: FIGURE 9: ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. <br /> • o • • • • • • • • • r <br /> 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND,'GR OPENING WIDTHS IS ALLOWABLE. \���1aQNY LYN/IJ <br /> • • • • • • �• • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE tS�;•'•y1GENs�,,'•.�Ct <br /> 4.000' 4.000' Pr •., i <br /> • DR"IF IN THE FIELD FOLLOWING DIMENSIONAL No.587 <br /> 1-23.HOLES TO BE DR 05 <br /> I SHEETS = <br /> SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. *"" <br /> FiGUFE b: FIGURES: FIGURE7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 201 SPECIFICATIONS.HOLLOW AND <br /> • • 'i��'' •�•--•�`II GROUT•FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE <br /> • • • • �.�i PRESSURE3-T5AND BEA MI YELLOW SOUTHERN PINE WITH AN SG T OF B 0A MINIMUM <br /> ALUMINUM SHALL B£ 1 p F �� I <br /> 6063-T5 AND BE A MINIMUM OF.125^THICK S?EEL STUDS TO BEA MOVIMUM GRADE 33 AND AAfi" 375 .375 i� <br /> THICK(18 GAUGE),STRUCTURAL STEEL 70 BE AT LEAST.12V THICK AND A36,ALL ANCHORS37T. 7VAl <br /> ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.*10&912 4"X 4•X LION 1'X 4•LI.375'� �LIY�M(MtET3r`�E. <br /> ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. -MULLION MULLION FL P.E.#68705 <br /> 1 <br />