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TABLE 12A " NtalSan Ca ab Tabb b y� Opening Width(b,ver9ca0N'spanidrg mltlliorr.3)or Opoltlttg Haight(for hol9xaitallysparWrtiq muUlons) 16D In a taa'n izok 140N m o 60 in 70M 80 in �N �" t- SO N dan Rectangmm Trapl01ur9. p•etangular Tisp7tlanp. Re91a0N00t T�WTnaMa Ractarmular Trcrylvian9. m rG ,� TrapiTlixit¢ Reefan0da: naN'f1�9 F�taetpiar T15piTtlanB. ISCCtalgt/rt 7 p n0. ftecf�a lm' '1f�JT 9. Lm0N4 1aaQn9 ta8•nB Wa6n9 LoarL 8 Laa6n9 L°adn0 F inSdat9 L9adg7 load" tn5g LoadD9 -. o U 2);4 X 25 L^adn9 L°"mns Lvadn9 Loaa:"9 Alum.Tube r z a r n a £ �' z• & Malflona - fi 5s_� ��sg' €g� az•'.� s a• � B .�E� ��. s$ ��c rc � NOZ siFim'r Km r, WW_ SB Is 42In 1ro.0 s20 17LL0 43s 1 170-0 744 1ro.0 478 17 868 f70.0 50fi 170.0 rd2 i4l7 1%0 fife f700 fits 1m.0 521 170.a 1240 17d.0 S21 tmA 14� tmA S21 Im.O 7738 170A S2t 170.0 4983 im.Dl 92i a ? 0) 48N iro.0 768 iro.0 S24 (ro.0 850 174,0 b84 t7e.0 ap tma 834 Ima tilt im.0 641 t7a0 5276 17aa 677 Sm.O t10.0 680 sl0.0 17m 47a9 660 1ro.0 7983 170.0 680 170.0 2267 ro.0 680 i u° i 8v.625in 17a.0 747 ii0-0 563 f70.11 896 170.0 63f 17v.0 1040 170A 684 770.a 1195 1m.0 T23 1700 1345 1m.0 747 1m.0 1494 170.0 786 f70.0 1743 17aA!756 1m.0 2052 1mA 7S6 1780 2$97 im-9 7S6 O w m W a 841n 170.0 797 lio.0 612 7T0.0 856 1ro.o 697 170.0 1118 170.0 76b 170.0 1275 170.0 803 fla0 1a3a t740 837 imD t594 770.4 858 tm.0 f9f3 im.0 861 tm.0 Tr3/ /mA 88t f78.0 25E0 1- 64N 170A ass 170.0 612 tmo 1563 1m.0 601 imA 2240 170A 878 tm.0 tail ima 944 178D 1584 1m.0 996 170.0 1771 17a.0 1033 170.0 2125 170.0 1063 im.0 2479 170A 1033 100.8 2600 17d0 1g63 d 631E 170.0 8311 170.0 745 770.0 7116 1m.0 850 170.0 1302 170.0 940 7m.0 IaBe 170.0:iM9 17a0 1673 1m.0 1D76 770.0 1859 170.0 1122 i70.0 273E 7m.0�1168 166.'t 2553 t70A ti71 t45.8 2353 iraD ttTf E Z fJ}1 66N 170.0 W4 770.0 789 170.0 4169 170.0 H03 170.0 1364 tm9 tdYt 170.0 1558 1mA f0� 170.0 1763 t76A H55 574.0 5999 179.0 1244 fm.0 2S7A im;0 1278 151.8 2437 579.0 1286 132.8 2437 170.0i 1286 W � V 10 co 72N 170.0 974 170.0 789 f70.4 5275 l7a0 f009 170.0 4486 f70A 1126 t70.9 17W 1-fee 12M 1TED 1913 170.0 1315 26 170.0 1387 146.6 2184 170.P 1488 121.9 2fa4 1m.0 157B 109.2 x184 170.Di 1S3C LU �2 LU J '- T6k 170-0 1122 170.0 MR A0.0 1346 17aa IW0 im.0 i570 170.0 1209 170.0 tiB4 170.0 13J2 165.1 19W imD 1421 146.E 1960 170.0 i505 =8 1S6D 761.6 1596 t02 IS61 154.0 i635 tYL9 iia t52.751535 z Z Q fin at � 788r lT0.0 flit ti0.0 987 iro.0 t381 imA Lit$ t70A t811 tm.4 7250 170.0 t842 7T0.4 136B 157.7 4861 774.D 1474 737.4 1867 163.1 1W0 119.5 1ae1 147A 1473 982 1861 139.6 1459 859 1067 $*711 j 4398 7.',8.0 t218177.9 1390118899,4 1198 1102 1182 09.5 1398 1M.fi 1147 74S 1398 89.8 112'< 63.8 13Ba 827 1 < rNA 1079 1055 R29 1112 It'41 B"L 1275 88.9 faN at.9 4 . n571 89.4 602 74.4 97f V.2 649 84.7 97Y Sa,4 837 67.8 0 . . 370 971 4i0 792 024 971 11 819 ef$ GIs 68.1 919 70.8 806 59, 919 62B 784 8a.0 91 . . 9t0 472 792 20.8 -91e 1- t 120N 7S5 786 �i B.B 778 829 766 64.6 705 83.9 786 55.8 695 372 785 49-b 6a8 44.9 T86 44.9 877 3T.7 763 925 fi68 315 788 34.8 683 ZT.O 78G 3fA 041 23.6 786 28A 637 Q ¢ C4 z 144N 43,7 6a& #Z 504 3s,4 598 37A 498 3t.2 846 31.8 49t 2T.3 b4S 282 485 243 846 25.3 479 2I.8 54B 229 bl4 182 598 49.6 464 15.6 S46 172 Afb 13.7 54s 15S 448 mm m ANCHOR GAPACiTY ADJUSTMENT FORMULA:------------------ TABLE 128 AnPhor0ai3a61LY TaW6(!hb ((ANCHOR CAP.,,„,a. ANCHORCAP.- SUIS 27rOn 36N Coro. Hdiat CAN F41e0CNU PTylual M� ��)X`MULLION CAP-�,,,�,� 5ti6'Elm 31T FIcoinl3cn va ENOuftfacon v4'•ss Ecc 91G F]ca v4^5s Bca '410 stem mxstml tcz USE THIS FOR,IIULA TO OBTAIN TI IC ANCHOR PRODUCT REVISED anc8w 779 9nBBco tiv6con v4•ac.uard:P6 ulF i'. AO or etrdco'i agp16¢air Screw t77Scmv{G',�T CAPACITY REQUIRED^CORRESPONDING TO AN as hompi3ring With the Florida AnehorC6p PAttEm6 BNllding Cod.17-0630.01 plye psmrcepn? r zvz 1^ 2-vr sua• r x.vr 94fB' r 4"a6• asa^ b.aze ACTUAL PRESSURE REQUIREMENT FOR', KpA-No. 6mbeSlne,r On7 tala° 15�r 74N4" lsrr x i-v4° to°c w7r 7-v4• fa14• avr r 1-1 SI 138 " OPENING,WHEN IT IS LOWERTHAN THE MULLION 311ICE 10' � CAPACITY FROM THE TABLE)OF THE SELECTED ExpirationDato0512612021 2AnotM'3s 4,75"S9n O.C.I Si (FIa t82) �� SA Ioa 4W t19 beam 1s44¢>s z7a PJ5 zab ns ass ms 7abltd H7d Ns 69d MULLION.ITWILLYiELD A MINIMUM ANCHOR », u^ 4 AflCno�s "2bB°Mk O.O I stmaio ltu C'if Cal(39 3k 740 i5s 7d0 tln 72 D9 idfl510/ i42d DS N:A 660:iis NIA t735tffi SItA 8PJ1 IDy WA 5o2lbs ff058s ti240a ( / CAPACITY WHICH MAY BE USED TO QUALIFY BY 6Anbars 61.7P Mt10.C/StF,artfai Cf0e4C11p{r704Y f5t513s 3`JI Sea DS 19aE IOs WP. NA 705ffi NIA 7B}IM 7A814S ` � T6g2lm Q>s 8851ke it9 Bn ADDITIONAL ANCHOR OPTIONS FROMTHE Miammr'6�d1 ProdaCt Gontroi 4Arc1gis 643'hiN.D.C.1 u5Ale aipst Ln05Y 7801xs ffi 683 D3 15F41ffi t.4B5M affiffi NIA 4 i,:Wls@3r MN,OL.f 42f�5AV""Psl(r10.6% H74M i17011s 14201b9 £.l LIrB 2841 Ds BtU 840Nn __NIA 1190 aS f1225Yd 132015s jai Los 507218n 1327 iE9 0u ANCHOR CAPACITY TABLE, SAX �1.34N9 Mtn.QC.1(2)2x5Ai25•tam 7k NIA WA N7A t0A NIA N!A NIA. NIA NIA NIA WA WA N:A WA 6Acta._}0.63Aklrctn.O,G.f UCSp,kto.t2 6'Alun0 7Fg0.Y SO% fA WA A N2IA NIA 28W0Ar NfUfAA 31W8 Ai0 0 NIA WAI WNIAA 2r*4 02,6w wit O.CiF-cupC6 378 5 7t 3N!1I AUE 44N2IA11E 2S19 D BibE4 Ds 525ffi 97B pss p738x NIA NIA 353 its NJA 399i1s WA WA WA SttAS fi64tt4 8a0 Bx NOTE:FOR THE OFFSET CLIP,USE THE SAME PATFERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24- 2 000^ FIGURE I: FIGURE2: FIGURE 3: FIGURE 4: TABLE NOTES: t1I It • • • ° • o ♦ 0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLESAND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR `,.aljjg LYNIV,11+,,� GENERAL INSTALLATION METHODS. :a'�`,.•'VSCENgE'•.�(� • ♦ • • • R:' '•S' FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABt£ 4.000" Z No.58705 FIGURE 6. 250" ': �•: • + ♦ 0 3)MULLION AND MULLION Cl IPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21"23.HOLES TO BE DRILLED IN � ._ • • • • THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHE 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HDLE �•�:'•IU.. • LOCATIONS. :0,4'.• ST RI L CONFORM TO Art 301 SPECIFFICATIONS.HOLLOW AND GROUT FILLED CONCRETE BLOCK UNIT FtORtD?`.•' FIGURE 7: flGURE 8: FIGURE 9: FIGURE 10: ANGLE CLIP 4}SUDSTRATES:CONCRETE SHALL .,`� o • (FIGURES S&Bj (CMU)SHALL CON-FORM TO ASTM C-90•WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINES 33 AN SG OF THICK 2.X q•X.25'MULLION f� �Q le ', 77 lVAL is • MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.1,25 THICK.STEEL STUDS TO BE A MINIMUM GRADE 39 D AT LEAST3 S(tCREW A.L4f ill i MWL*P.E. • M. IN PAIRS. THREAD STRUCTURAL STEEL IA BEAT LEAST CH RS IN AND OD.ALL ANCHORS INTO METAL SHALL F?CTEN - FL P.E.#58705 ♦ THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS g3T0 WOOD MAY BE STEEL,t&8 S.S.OR 410 S.S.