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TABLE13A
<br /> murrian Copilot/Table mn&)
<br /> Opening Width('0rWtmoi1-ap3rrdn9mu1#0m)Or Operfln Hil(for h7I=rdaIIrsPar"ng mdf=) A
<br /> 50 in 601. 70 In go in go in Iouln 12O in 1401n 100i.
<br /> F-lenoulff T-PITII-no- Tevveto TApffdv- Rrtbn� T.Wdj Rectmng�da rWTawm ar x Ifteprol.m. &.t.2d T.VTdee. R--lenqAsr �dvq� z
<br /> 2x6x.26 Loedng Umd"s; 19
<br /> Lenore Ltafing Le*ft Lea"I"ng 1-tito Lwdlag 1.0-dr; L-ed"s L=ft Le'Ift L.A4.8 Leading twdng L-*r.a Leedm L-131),
<br /> Aluni.Tulpo z _-71 e -- 1 i I-- -- k 11 zl e ell iig -f a Id v1 1 4 19 9 f 'a
<br /> Mullion e
<br /> 1a
<br /> a L
<br /> z
<br /> 170.0_ii) 170.0 M 170,01 sla 17cco mil i7mo 521 V0.0 1240 170A 521 17D.0 14M 1 170.01 521 170.0 I"S 170.01 521 17D.0 ID03 170.0 621--Zk 17 OM 17OLO 435 170.01 744 17110 479 Vie FM n
<br /> 'ec
<br /> 71.
<br /> I "o-oT7
<br /> 48h 170.8 703 1710 SM24 170.01 M 170.0 Sao ITO.0 S92 170,0 630 170.0 11=1 W0.0 Wl 1XI) 121's i7M0 on 170.0 1417 iR)X SM 1711.0 1M 170.0 M 170.0 IM 170.01 6W I 170A 2W 170.0 00
<br /> 50.6-25 In 170.0 170.0 583 1170.0 ON 1 170.0 631 1 170.0 1046 170.01 654 170.0 1195 11700 7M 170.0 1345 0 747 170.0 1404 470.0 756 170.0 1793 170.0 7W IX0'2092 170.0 7511 170.0 23SI 170.0 756
<br /> 170.0 54h 17ILD 797 i%2 170.0 VA 1170.0 01 1 V(1,0 1116 170A 1 764 170A 1275 1170A 80 1711.0 1434 170.0 837 170.0 1594 1,.0 $50 170.0 19M 170.0 8811 1170.0 22311 I`R3JD 861 fmo 25% 170A 881 Uj 6
<br /> 6WO In 170L.0 emmas 170.0 701 170.0 IM 17C.0 707 17OX 1240 170.01 lil 170.0 1417 11704 OL44 17(XD ISU 170A M 170.0 1771 1170.0 I= 1740 M26 170J) IM 1 170.0 2479 t063 17040 2aW 170.0 100 LU
<br /> - i. F_ (D
<br /> 63h 170.0 OMMO IM0 745 170.0 111116 170.0 WO 170.0 13U 17U 840 1170.0 14W 170.0 MW 1170A 1673 17MG I= 17�ox 185a Mel 1122 170D 2231 170D 1169 170.11 2%3 170.0 1171 170.0 ZV3 170.0 1 Irl
<br /> z
<br /> 6 In 5 h I M M.0 799 1700 1169 170.0 903 171)o 1364 170,0 ICU 170A ISM I RW IOW 170,0 17S3 170.0 1155 170.0 IN8 170.0 VIC 1700 Z38 1-10-0 1275 170.11 2727 170.0 L= 170.0 3117 170.0 12M 1z
<br /> 70.0
<br /> in 170.0 1488 170A 1125 170.0 1700 IX0 tm 170.OT1913 1700 1315 170.0 2125 IMO tW7 Imt ZW 170.0 1488 1170A 2975 170,0 IM 170.0 34M 1 170.01 15301
<br /> 72k 179.0 1003 170.0 078 170.0 1275 170.0 IWO
<br /> 170.0 937 170.0 IW J70.0 I= 170.0.1570 1170.0 1209 170.0 1794.170.0 1322 170.0 2019 1702.-,421.170,0 ZZ43 170.0 150 17O.C.2M 170.0 1W IT0.P 3140 170.0.1C04 170.0 36W 17D.0 V05 :3 Lli A 3Z
<br /> 0
<br /> 78N 170.0
<br /> _j fL
<br /> 125D 17e,0 10421170.0 130 17DA, 2072 1700 1474 110,0 2302 170.0 M In.0 2763 170,0 1700 170.1) =3 170.0 IM 170.9 380 170.0 Im < I-
<br /> 170.0 967 170e 73311 W0�0 Lila 170.0 1011 170.0
<br /> "'Z - l- 5;
<br /> go In 170.0 13n 170,13 11441 17a4*1 1594.170.0 1328.170e 18S.170.0 1490 170.0 2123 170.0 JW3 17MC 2391 170,0 1793 170.0 ;08 170.0 1918 170.0 31 IIS 170.0 2125 IWO 3413 1-M.0 ZZO 136.6 3413 170.0 Z301 Z Z cn
<br /> 90h t7Q.6 1417 Poll 1232 170.0 170. 170.0 U11 171)(1 1993 1711.0 16n 170.0 2267 I'MAl 1794 170,0 Z= 170.0 1952 170�0 2833 170.0 2055 IMO 3100 170.0 2339 137.1 31S0 166.6 2M 120L0 3199 IMI O to
<br /> 170.0_�_973 170.0+1647171"1 ZMN31 1 ISTO 170.0 2550 170A 21176 164.6 27611 170.0 2771 U&B 7181 151.9 M3 123.6 2781 140A.Z281 105.9 27111 125.9 m OZ7 Nei 116.0 2120 106in $TD.0 1594 ITO.0 1409 U)
<br /> I.Mo Too
<br /> Vile 17D.0 16M IMO 14,14 1170,0'1m 170D 170e 793 17CU) 1002 170.0 282 2 151.6.2W2 1823 2245 138.8 M2 14&4 2216 113.6 2an IZ8A 2IBS 97.8 2532 115.1 ZW 8&4 2= INA 2M w x
<br /> JE co (1)
<br /> flas
<br /> a 91111 1 1 2252 1411,41 1W 120.1 2Z2 1272 1938 108-1 2= 118.11 3915 In,
<br /> 1201. 17D.0 1771 V&D Ism 11mo 110.0 I&W 154,41 2M l5a9 I U. Rai 2= 998 11872 772 9
<br /> I.. I.., I. . , I I I - L) x
<br /> _�2_Sg 1564 14Z Be' 1564 OLS i
<br /> 1441. 125.1 1664_ JADT 7&2 IW4 10.7 1390 1 615 1 11564 72,3,1373 UZO 1 124,65.7 1355 SZI 1564 56.0 1= 44.7 i 15641 49.2 1.315 1 38A 15U 44A 1 1283 < C4 z
<br /> �'0
<br /> a-
<br /> TABLE 138 ANCHOR CAPACITY ADJUSTMENT FORMULA:
<br /> Ariehor Cavacitv Table-(I b-S) I 5fe -or
<br /> sut.m� 2.fk ce� 34mm.1 W_emu I F0.dCMU PT%khmd - Mind (DP-)X ANCHOR CAP.- R 19
<br /> tW Fj.Ur..?_ SFIGEl- a 114'SSEZ- 810SUIS1112sle.1 012 stw Ewm-)
<br /> Ulattan IV Eke Lft Ell 11-111, PRODUCT REVISED
<br /> AnchorCUppautins An.WTYK W16- U�._ ul 31167 Elco Dimon I - I'Agg.G.Ipf Ut- Agi S.-(i St-(m) Ser-(G5) USE THIS FORMULA TO OBTAIN It IE"ANCI IOR with the Florida
<br /> Edon cblann0 il.k r vur 3-ur V eta' 2-117 2' �'Vr 2' 0AW& 0,W 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Buildlingfto%
<br /> LX I-W4- 1314- 13W 13W 27 Ll7 lr ',IW 1-1/4' 1-114- IIJ4- 1-'147 r 1118, Ma, ;Zw ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01
<br /> -rA.h--04.76-Min O.C./SttMd Cft-t Clip(90.1&2Y 390 M 590 be 453 W ON Ing 1644 be 27O rb.. ZM)O 0". 35A it. 740 lba 374 IM 034[be "S 1b, 341 IM 442.lb. 5W 2. OPENING,WHEN IT 15 LOWER THAN THE MULLION
<br /> 4 Amitete 9 4.W MYL 01 C.I SM%md(W Crta)Clip Fig.3]r 700 to 700 be 90)be 1180165 3232 be rAO lbe Sin Ihn 708 lbs =9% 748 lbs 1272 Pm 189216s 632 lbe 00 its 1120Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED Epimftn get.05/26j2021
<br /> a Amtm p 1.71-MK OQ/SUndard(W Cftaq Clip Pip,4} 1190ft 1490 lbs 1010 IM 2595 Ib3 WA NA Wrips I N?A I0XIbs WA IVA WA 1 1363 lb. 17n r. 2240 ihs MULLION.17 WILL YIELD A MINIMUM ANCHOR
<br /> -giE_- -748 IM E82 Am BY-
<br /> 4Amhm@XtffrO.C.1(2)WA�glaCrp$/",, I_160 t. -7w%. 03 lb�_ I5601h. I&W b. Me 1b. Is I NIA 760 1. 8851tt lizo be CAPACITY WHICH MAY-BE USED TO QUALIFY --Dade
<br /> AW..9 T(Alm 0.0.1(2)NS ANW Clip3l Fill.6y 16601b, 1560lbs 13611 Rm 3120 The 3722 be low N g�j - 2ZO[be ADDITIONAL ANCHOR OPTIONS FROM THE lact control
<br /> 0 Itippit. NA 152C INS 1496 llb� 1780 lb. it. a. I We lb.
<br /> I2Ah-@i.WMin QC1I(2)2(5Anlii ajp81ft7)j Imft 2U)01b%±j!: 31101 1 WA 111A 1320 It, MIA Ime He WA WA WA 2045 It. 2m lbs m lbs ANCHOR CAPACITY TABLE.
<br /> 4A.10M @ 11.347 M.a O.C,I U-Clip,bd..IM'M.,Fig.OIL WA WA WA WA WA IIA WA "A WA WA 11430 b3
<br /> i� WA WA tw_ WA -------
<br /> IVA WA A
<br /> SArzim@ O.GrMh 0,C.1uMplhf0A0�Ah(Fli IIA MA 2861 ft
<br /> 2 Amhm I ft 2PA tea 35d its1 740 He 374 om, MjbS W lbs '341 Ills I 4421ts 560 to
<br /> 4Ambm Q 1.71m Mn.O.cJ F-ap(Fla.iIXI 593 Im 1 700 be 1 505 Jbs I 1298 lbs I NIA I WA . 470 The I WA 533 Tbe WA WA WA 8021bs 66S Us 1120 r.
<br /> NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES:
<br /> FIGURE 1: FIGURE 2: • FIGURE 3, • FIGURE 4' F,'MIRE8: FIGURES:FIGUREIO: FIGURE11: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR MIFORMATION ON
<br /> LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
<br /> %
<br /> 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPFAIING WIDTHS IS ALLOWABLE tCEN. .......
<br /> 3)MU_UON AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS
<br /> 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON 0 5 7
<br /> FIGURE 5: FIGURE15: FIGURE 7. SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
<br /> E ANGLE
<br /> CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
<br /> (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO AS TM C-90.WOOD SHALL BE PRESSURE-TREATED SATE (V
<br /> b-7)BE Y5U.OWSOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BEA MINIMUM OF,125" X10
<br /> MUST
<br /> USE IN THICK STEEL STUDS TO BE MINIMUM GRADE 33 AND.04�-THICK(18 GAUGE).STRUCTURAL STEEL TO fl
<br /> PAIRS.
<br /> BEAT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW x
<br /> A RS. THREADS BEYOND THE MATERIAL, 3#12 ANCHORS INTO WOOD MAY 13E STEEL,18-8S.S.OR41CS.S. 2*X 5v'1.26' A. Sf�P.E.
<br /> MULL FL P.F..#58705
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