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TABLE 8A -- F <br /> Mtdlion Ca acity Tabt9 1bstd2 x <br /> Opeatm3 Width(farventcafty-sparring intfjor.)of Opentng Height(for Iwd2Artta7ry-spetrtlrfg im1"Stons) <br /> 501n 60 in 701n e0In 00 In Shin 120 in 1401n 1601n O <br /> tiecmnlstlar Trz.{JiNOnp. Rectmgilar. Ttap7fdang. P.ee gvla TmplTd qI. ipt f-awar Trap rnnnq. Recta,adar impnnv�. Rer2enealnr irapRdang, Reeten8uier itapRdOfg. R<etugNar Tvp7lHanp. Rcmd1nq r 4op/111"ll .. $y. <br /> 125"X Loadan9 LOaSnO LaID6nP Loadn9 LOOtitina 14ad+kT I-oa V taadtg7 foadat9 La0dn9 LO4dn9 I.-an9 LOOdng Laa6n9 InawnO 1natOttg Loadln0 Loadkp Si fa <br /> s.188"X T16151111-63111 <br /> r ;a �r arF mzfinnmUn 4n a ILY1 asj`s� a �� s� a s a s sN t( t9 7 3� 3 8 a ae a s 8 aw € as � s� � a� � s K � `� S �� � � 8 � 8 �e t& � h�Ry; �C '0 s g & 3� � a >G ffi < aT fez ��. �a z z � 'x2 V`drc 's L, as EC d`rc a� z a 1 a 5e rc % -`ca So a Ic- to a �� a Ee rc w 0 � <br /> 42 in 17A0 620 1TA0 435 170.0 744 170A 47S 170.0 868 170A 5o6 77A0 992 170.D 519 ig <br /> 170.0 11te 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 621 170.0 1736 17oA 621 15f.6 1769 170,0 621 W J <br /> J <br /> 48M 170.0 T08 S70A 524 t7D.0 850 t70A 58{ 770.0 892 17AC 639 170A it33 f7o.0 661 178.0 tZ73 /70.0 677 i70.0 /41T 173.0 80D 154.8 /548 17A0 680 7327 4645 170A 680 it6.1 4648 tT0.0 680 <br /> 50,6x5'sn 170.0 747 170.0 58a 17a.0 898 77A0 631 170.0�ION 170,C 684 170.0 4t95 170.0 723 1709 1345 570.0 747 187-0 14� 1702 7`.A 139-2 7468 S7D.0 796 tiB3 f468 170.0 T56 l0i< 7468 1T8.0 7S8 S Lu C3 <br /> 64M 170.0 797 170.0 612 170.0 958 170.0 691 170.0l 1116 170.0 764 170A 1775 170.0 903 1611 1376 170.0 837 14&e 1376 170.0 8% 1223 13T8 170.0 661 104.8 1376 170.0 861 91.7 i3T6 1To.0 881 U'a =) rn co W <br /> 60T 170.0 083 t70.D 701 t70.0 5053 t7oA 7W 758.E fSSB t7Aa 878 139.0, 115E 187.4 trio 123.8 115E 156.8 019 ilia 1t5B t50.0 912 9 1 1168 144.8 M5 79,4 115E 144.8 905 fi9,5 1i58 144,8 BDS - � F � � z <br /> 63'n imo 930 t70A 745 183.1 Lost t7DA 850 137.2 108T 155.9 882 1 1 1055 1420 H48 t0S.7 t05t 132.3 83? 71B.f 5051 ix5.7 839 80-7 l061 119.5 eat 66.E 1D5i i18.1 82i S0.0 105f 119.7 <br /> r �{n 167-1 9S7 170.0 789 139,3 957 151.6 ms 119.4 957 134.0 'A 104.4 957 121.6 777 02.8 957 112,8 T67 03.E 957 100.0 759 69.0 957 f00.0 750 b9.7 067 09.9 748 622 067 08.0 748 Z 2 <br /> 72M f2Al 804 1352 698 707.3 804 t75.2 fi84 61.9�804 7012 (171 80.4 804 91,4 660 TiS 804 84.1 6S0 64.4 BD4 78,E 643 53.E 804 723 033 46.0 604 69.9 629 40.2 d04 �.8 628 2 <br /> TO in f6S.4 722 114-4 630 912 772 $72 658 782 772 853 606 68.4 T22 T6.7 595 60.E 722 703 SSE 64.T 72X 85.5 Sd3 45.fi 722 59.5 570 34.T t22 56.7 585 342 T71 552 5N ¢ `uY <br /> 7 <br /> 703, 101.2 BBS 105.0 600 84.4 655 89.6 588 723 665 78.6 677 63.3 ess 70.5 568 5S2 685 0A.5 566 50.6 bBS 60.1 553 422 E85 84.3 843 36.2 G85 fil-4 $37 31.6 685 50.7 536 <br /> go In 55,9 519 88.0 457 5<.9 515 ST.9 449 4T.1 915 90,1 441 41.2 515 -44,7 474 35.6 515 40.E fa8 33.D 616 37.4 422 27.5 $16 33.1 413 23.5 S15 30.5 407 20.6 515 29.f Q `7(• Z N <br /> 96 to 54.3 453 Sib 40} 45.3 453 47.t 397 38.Ep4j 41.0 341 33.3 4S3 36.4 389 302 d53 33A 33 ZT2 4S3 3D-d 3T4 22.6 453 26.6 366 t0.4 453 24.3 380 t7.0 453 1x.8 356 p, U2 �b'O�b'�In 38.1 358 39D 323 31.E 358 32.8 318 273 ZBA 313 23.E 35B 25.2 30S 212 358 22.7 304 19.t390 20.E 3w t5.9 teA 2D335.1 338 35.E 306 20.3 358 30.1 301 25.1 26.1 297 27.0 378 232 293 i9.S 378 20.9 289 US 338 19.1 285 110--1 � X Y cn <br /> 1201n 27.8 no 20.3 204 232 200 23.E 260 tO.D 2D0 20.6 288 17.4 2f� 182 253 15.4 '90 164 249 S (} tV Q <br /> 144M 16.1 201 18J 186 Q a <br /> p• r z..0 0 <br /> a a a0%0 <br /> TABLE 86 ANCHOR CAPACITY ADJUSTMENT FORMULA; 0 2 0 @�b� <br /> Anchor CspadtY Thwe(Ibs) ANCHOR CAP.,,,,, 'a� <br /> =vm � <br /> P.0- CI FY'e�cmu PTcvwo Leda (D_)X{ }oANCHORCAP.,,a .N1Bw v4"ssEe4 5116•Bco Ifr SS 0k BtO St 9 3S28t.1slr� ULLIONCAP.,,a,,,,,, PRODUCT REVISED <br /> 3alr Ot0Uttaem lir M.Ulm. " O 3M�BCD d3"m 1t4"aoumcon A99�at utrazm Ag9�Q 9emT(t;s)star R9=7 swot(GS) USE THIS FORMULA TQ OBTAIN THE"ANCHOReompWing with the Florida <br /> AnchorClip udding 1• z vz t' z vz s17azm t• 2-vz z 51/S' z Ata• o.6Y Da2r CAPACTIY REQUIRED"CORRESPONDING TO ANNOA-No" 17-0630.01 <br /> '43t4' -7.3IY 13td• tar Y t-Vd' S-V4' t-Vd• 1-Pfi i-tt4" 1-Vd- FACTUAL PRESSURE REQUI REME14T FOR THE <br /> x Ahthas®i75'111 O.C./sraro ar U!P G{B 1T Bw bs 3w o3 dLw I" mo c% 1545 tm 27oms 2W us 3548. _7401ts 27415e rr,4 Its °°film ;ss1>o' 442 m' Sso m OPENING,VVHF-N IT IS LOWERTHAN THE MULLION patpimtivn Date 05126/2021 <br /> 42 Anch g 145'Mh O.G/9tmlmrJ(or LThel)Cnp 0-ig 2) 4B0 Ds 7m W NIA WA NN N/A 300 he N1A WA NIA WA WA 682109 BB51¢s 7120 0>b GAF'ACITY(FROM THE TABLE)OF THE SELECTED <br /> 4Arcrors®9"k1i0.00/C27?45 Atgle Clip87(Fl&97 7atba 780 bS saD b5 19H1 ik4 ts$bs 540 tos am ID6 R✓ 7601Na 748 lbs eLn mfi 1892ss 682Iffi o63 Ns ttxD lm MULLION.IT WILL YIELOAMINIMUM ANCHOR riy�� <br /> 4ArctgI3s 0.aYMIn.O.G tutttp,Mio.125'AWnI{Fr3'tT WA WA WA WA NIA NIA WA i NIA WA NIA WA WA NtA WA td30lm CAPACITY WH(CY.MAYBE USED TO QUALIFY M7ami-0a ro uct Control <br /> _ 7Atttpr7 F•COP Aid Sk r9504 793 tK p5 bs d4563. fi�tffi 'C;5 b5 14010s 1771DS St08b 1878ts 3:tTr� 473 itc 17t79� 2211D5 z9085 ADDITIGt4AL ANCHOR OPTIONS FROM THE <br /> 2 AntMn ,i.15•MIM1 O.CJ FCII 6T 2eC7 ba 953 bS NIA WA WA IJ/A 7w Im N4A WA NIA WA NIA 3/1&s d42 tln b6a Iba ANCHOR CAPACITY TABLE. <br /> NOTE:FOR THE OFFSET CLIP,USE THE SAME AuNCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. <br /> P'-1264"-•a <br /> FIGURE 1: FIGURE 2: TABLE NOTES: <br /> I)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION <br /> ON LOADING-SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1 t 11 t 1111+t t tt <br /> 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. �d.-•-•-'•••. r <br /> 3.188" : �4`.•' l-\GENgF:'•�C��r.. <br /> FIGURE 3: GIG 3)MULLION AND MULL10N CLIPS SHOWN ARE NOT 7O SCALE POR EXACT DIMENSIONS,SEE •. <br /> CUP UST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.. <br /> SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DUENSIONAL RESTRICTIONS * No.58705 <br /> ® ® BE USEDIN <br /> PAIRS. r � <br /> 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND <br /> GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM Ci£4.WOOD SHALL '�O••' SATE ; ��' <br /> FIGURE 4: FIGURES: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE T •''-;ctORtDA,•=•\� ~ <br /> * 6063-T5 AND BE A MINIMUM OF.125"THIGK STEEL STUDS TO OE MINIMUM GRADE 33 AND 1.2,'X 3.iDD'X 265"MULLION <br /> 0 .045"THICK(18GAUGE).STRUCTURALSTEELTOBEATLEAST.125"THICKANDA36.ALL (1-114'VF MULLION) <br /> ANCHORS INTO METAL SHALL.IX TM <br /> TEND AT LEAST 3 SCREW READS BEYOND THE MATERIAL.. <br /> # <10&#12 ANCHOR$INTO WOOD MAY BE STEEL,18-8 OR 410 S.S.S.S. A.LYNN MILLER,P.E. <br /> FL P.E.#58705 <br />