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TABLE12A <br /> Mullion CO Kv Table((bWW) <br /> ccip-mula ifamerd ng aullow-mm) uning H (for maons) <br /> isol. <br /> Gab Sol. 70 in gain ISO 1. 120 in 140�1 Rdww T.0 mg <br /> Tivad.'e, Rw-i2w T-Wdft* Twawv� <br /> Traoliftv. Rwwobl TMVTftTg. -rcaxl. mdw. 7-1,111tarka. lt-t-w`w lrw'wril.e. 8 <br /> Lm"o L-fiv LAOft L-ft Uaftg 1-&G W-dw- L-w-d-9 L-dbq L-*S L-aft L-dV L.-Ing L-Aw Loadna <br /> 2X4XIS Lw4m .1 A, <br /> Atuva.Tub Z. p a. lk 11 - <br /> i3 a- 9 Mullion IN C4 <br /> a "' 0 <br /> C3 CID <br /> LU <br /> ff z <br /> i19- 17D.0 Ilia 110.0 521 Ing 1240 170.0 &H 170.0 1735 170.0 521 170X 19113 <br /> LU <br /> Seg IMO 992 tiki 1170.011461 <br /> 42 In MA 620 IT101 435 17GA 7" 17UD 478 170.0 80 1744 -J (n <br /> 17mo We IM.0 ISM 170.0 S60 170.0 2ZS7 170.01 1 <br /> W T7-00-iiT YE 103 14M.0 G&I 1"4 il 170.0 GUNO 1 0 f700 - <br /> 48 in I . 7 ITMO 524 1704 WO IVA - 1-7,10- - - I - Ina IM 170.0 756 171XQ 220MM 111)0 75MG <br /> M IVIA IUS 17OZ 747 178-0 IASI IXIA 758 _a _170-0 756 -1 <br /> I_ - age 1-0 1016 17U 1700 1195 iMG - - Lij a--" -F� I X SIT T?-u.c 2231 Ina a6i 170.0 2550 1".0 "'1 <br /> 64 In 170.0 M 170.0 612 170.0 9% IX0 691 170A 116 1710 754 170.0 t276 170-0 BM IT010 170.0 a37 1 .0 11594 170.0 850 1 a 791� 03 <br /> --- l7o.0 ITII 17MO Im3 170,0 2125 170.0 100 fOX 2479 I7DX 1063 ISMS -2SW-f70.0-�O-ST CID <br /> 170.0 170A -call Ingi �7uo 1003�--MD 797 170,0 1240 17" M IMA M7 170-0 i7l.0 1594 17111 896 <br /> --i------ DID VMS 1408 11,04 1160 IM7 2553 170A i"I U&S, 2513��70X 1171 Z <br /> li3g 0 119 170.0 aso 1 .0 130 Ing <br /> I a -ii�i"74T -TT0-15- 114.0-Tm--1-7-az W I 1 0 2-2 17MO Z231 .17MG <br /> 70.0 ISM 170A 1086 IMO 1763 170.0 1155 170.0 190 17CLO We 170.6 170�0 1275 181.9 2437 170.0 1226 =9 2437_L70-0 129a <br /> - t7oX tIbS 77TO 9MM 170.0 13 170A 1002 1 -- - U) <br /> 11 In IMI 1 170.0 789 - 2104 170.0 1 t092 2184 170.0 ISM <br /> 17910 1275 17gX 10m 170A -i7l).O 1126 170A 700 1700 1220 170-0 <br /> 170.0 1053 1 .0 - 17110 1913 - 1315 7*0 2,21 EfIM0 '1: 1419 21" 170,1 14U 124.8-- - 61 <br /> c 72 1� z <br /> 170 0 IZD9 1700 1794 170.6 I= IS&I 1960 Tm un 4 1258 1960 isis 160 ium low Tai o TsTs SZ9 ISM isz? 1631 <br /> M b -�7-00 937 1700 1346 17QO CSS 1700_LW8 - - -BSS �Sffl -1� 1454 <br /> 1651 110.0 1474 117A laal je&I ma 114.5 1901 147.3 1473 982 INI IZgX ---- -J ZZ: <br /> a SIX 1151 IX0 W? j7uX 1381 -Me Ilia 110.0 jail t7o.0 125D Il%X 1042 IMO 13 Y527 <br /> -is--iv-S Tm--�-260-;,-m'WI-8--�2-13 11-79 -;;,4 -�3-gg-Tj�j-T,-62 -SaW-Tiau-To-is Tu-7 -F47 Tm--i;-a 1122 63.9 1390 BW 1105 S" 1353 70-9 Iggg <br /> 7&-0-i-lM -T4Ti 0-iIt 1390 D Z <br /> SIGN 1711.E M T ----W-�=- <br /> --T -;'-S -VIS I= n7 IMS MA 1010 <br /> 2 IM Im co In <br /> b 147A IZ29 .16 Sea 057 -WIT, 4 1 W 49.0 ic)go <br /> IMt, 103.5 071 TO S-.-$- M3 971 89A 962 74-0 -1 -'7i-.2--iiS-1141L 071 A WT 67.5 911 61.5 82S SIX 971 565 796 370 071 440 M :W-4--FT w-7TI <br /> 819 SSA 919 Sig 4ag ?S4 5&0 Big 55.7 -;1-9 -T 732 w X <br /> III h 9&4 919 .3 79 919 SIX 9 FW.-;7-7 I-A -WW4--iW IC-19- 44X 750 34.1 210 40.2 742 29.8 910 37.1 <br /> cf) rn <br /> 120 hi 756 749 6 a e29 788 wr-70-5-F539 1 786 a an 472 ISS 49A 00 41X 785 44.48 lip x <br /> 1441. 43.7 646 442 1.4 11 1.1 71 2 t 60 31.8a. 0 <br /> ANCHOR CAP <br /> 0) ANCHOR CAP_CapacityTabl. "I <br /> ANCHOR CAPACITY ADJUSTMENT FORMULA-* <br /> TABLE12B I IM <br /> AnchorHWW cmu PT WOW md2d (Dp-)X iMULUO 1 8 A . <br /> F " E..UK. I"'I'SSEtc 916.0m vc SS 13c. 410131eg 012stad omsmd USE THIS FORMULA TO OBTAIN THE"ANCHOR PRODUCT REVISED <br /> AWOU- SMO'Scoummm 114•Jt0U1=MuOracm SMSEltotMmcm ULMM Aggwglm Scw(65)Stro.P5) stmo Q361 REQUIRED,CORRESPONDING TO AN as complying with the Florida <br /> AnchorClIp Patterns ! FOR THE Building Code <br /> r- - -Ifir v 0" 05C 0,wr CAPACITY <br /> V 2 I-ve <br /> 3 mi.5 ACTUAL PRESSURE REQUIREMENT <br /> 4.4� 1-1711� ING,WHEN IT IS LOWER THAN THE MULLION <br /> , 1 1' '­ -- OPEN NOA-No. 17-0630.01 <br /> 341 m 442 Re <br /> _m Tell Z! <br /> a 2 <br /> a f <br /> 147 <br /> r-z I.0 <br /> 071 8"Sig 97 632 .5 <br /> 'as m 71 <br /> 604 <br /> IN THE ANCHOR OND'N <br /> E <br /> T FC <br /> EN R TH <br /> R 7T. <br /> W M <br /> R Y <br /> TAGLW W4 0% sum OF <br /> Ej <br /> $90 as 45005 Sea ge 16U ms 270 tm 200 CIA TY(FROM THE TABLE)OF THE SELECTED Expiration ftteCS/26/2021 <br /> as <br /> A111 III-IB"I 740 M. 630 0s 14M N 1424 M 6611M WA W505 NIA swite ALF -72D­S- CAPACf I',ANCHOR <br /> L WA MULLION.WILL YIELD A MINIMUM ANCHOR <br /> -7=-Ms -NIA NA -WA I 1w USED <br /> TO QUALIFY <br /> It%O.C-ISW=(WLWCUL�P(RG 3) f'"m 7W bs NA -Mms WA a A IOF B <br /> 0MU*CUP tm ; ga- CAPACITY WHICH MAY BE USED TO QUALIFY <br /> .7 WA 796'-t. -TAB-b-S ON to law 1. ON.FROM E <br /> U-- <br /> O.C.I C4 2(5 A"CIIP$I("D -0- *A M10D 11 <br /> 'M 5M"'t ZWA <br /> 2- <br /> tJ/A NIA <br /> -A A M <br /> A WA <br /> ge <br /> I b� M as <br /> - 1896 ms RN <br /> 1560"IS 9 - 1140 as ItMbs ISM b- ADDITIONAL ANCHOR OPTIONS FROM THE <br /> 11702. ilia ad 2M 1% 2 fil -E " "It" ANCHOR CAPACITY TABLE. <br /> Wj-WA WA NA MIA WA N/A I <br /> U-jrXIa.AWAb7LM?Y NIA NIA WA WA MIA NIA <br /> 9AMMM 19 0.644-M1n,D.C.I u�p,04O.125r AWOL(Fkt 4 WA WA N/A WA WA WA I WA.. WA NIA W, <br /> 2ArWKJMMM9Z am lis MIX 315 IDS 743 0a 7 2 MIA <br /> -3AMra5 a 1--n- 443 -wfwa-s man <br /> NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. CIRCLED VALUES ARE USED IN THE SUVAPUE ON SHEET 24. <br /> FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4* TABLE NOT <br /> tit tl <br /> • 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 2s FOR INFORMATION ON LOADING.SEE smEErs 24 FOR <br /> ()N(LYNIV <br /> .......... <br /> GENERAL INSTALLATION METHODS. <br /> FIGURE 5., FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 4.00V No.58706 <br /> TI <br /> ON AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN <br /> 3)MULLION <br /> FIELD FOLLOWING <br /> ULUN. MENSIONAL RESTRICTIONS SHOWN ON SHEETS 21. <br /> 23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE <br /> LOCATIONS. <br /> 10 ST,TIE 0 <br /> 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILUEO CONCRETE BLOCK UNIT <br /> FIGURE FIGURE101 <br /> FIGURE7: FIGURES: FIG ANGLE CLIP (CMU)SHALL CONFORM TO AM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66, %ko 1z' <br /> (FIGURES SM) MINIMUM GRADE 33 AND.046'THICK 08 2'X-4VX.25'MUU.IW <br /> MUST BE USED ALUMINUM SHALL 13E 6063-75 AND BE AMINIMUM OF THICK STEEL STUDS TO BEAM HALL SCrEND AT LEAST 3 SCREW ,P.E- <br /> IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126-THICK AND A36.ALL ANCHORS INTO METALS AL <br /> THREADS BEYOND THE MATERIA-010 8#12 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 S.S. <br /> .1 FL P.E.#58705..._ <br /> L <br />