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TABLE 15A
<br /> MUfflon C.FwaltyTahlo,ibsftt
<br /> Opening Width(fox vertirall-spa9dlg mJ11cm)or Opening Haight(for F4xmOrda9}/epdrlNl'g mW9oxr3) E,d
<br /> 1
<br /> 50 In 601n 70 in 80 in so in ISO b 120 a 140In 1601n U O
<br /> Reot-vitm T-WTOm3- R.WVA. T-waf n0. Reetemw. T1MV11fsp. Reot18rp4m TrsArT8ma9. RKI.Vidw Timp pd q ft&.VA. tteaifIft9- Ian , Tiv}JTr v- t2 4'' TBp�7doa+3 o
<br /> 32P 30 l.-ft Lm&,s Isadn9 L4adrt9 L-mv Lne4n9 Loadir9 Load's L-tn9 Lnadn9 Laed.0 L-ft load147 L-9m Lwft L-ftrj Loadrg U ftg
<br /> DEG.AL a z• a r & F a a _ r a 2• a a a r_ r a a r Tilfmi
<br /> VVULL
<br /> , g0 3 �x•- s �� g' ��' g s �� aA g8, dc� f �" � �rYa" x �a� d z d � oa� � e sa" dpr ' z w
<br /> O
<br /> 421n 170.01 60 VISA 435 170A 744 170.0 478 86 170e 8 f Me MS 170.0 9M 170.0 519 170.0 1115 170.0 521 170.0 1ZW 17U 521 1700 14M 170.0 621 170.0 I= 170.0 621 149.11 Val 170.0j 621 0) _1 CD
<br /> 48b 170.0 7m 1700 W4 170.0 11M 5 0 504 17410 992 170.0 we i7Q0 1133 170,0 66! 170A I= 17U 677 170.0 1417 1111.11 We 15Z2 15M 170.3 SW I 130.5 I= 170.0 SW 'H4.2 1522 17a0 We 3 CO
<br /> c =
<br /> 500.61n 170-0 747 17(10 563 170.0 896 170A ml 170.0 16r8 17dD 864 170.0 1185 170.0 723 1700 1N5 17Q0 7;7 1643 1443 170.0 766 luita 14a3 170A 758 117.3 iM3 170.0 766 107-6 1443 170.0;756 W o i••'
<br /> 64 h 170.0 707 I700 612 170.0 9% VISA 691 170.0 1118 170,0 764 I70.0 1275 170,01 BED 18a4 1353 170A B37 144.3 13M 170.01 066 I= 1363 170.0 681 1m.1 1363 170.0 061 902 130 170.0 $01 (5 ED cc'
<br /> 80h 170.0 aW 1700 701 170.0 1063 1717.0 797 IVA MIS 1700 W8 146.1 1218 1700 944 126.9 121E IWA 838 116.e MISS tS1 924 97.4 1218 140.1 913 53.5 1218 146.t 913 73.1 1218 146t 913 „� F t7 co (�}
<br /> Win 170.0 930 170.0 745 170.0 iti6 ".0 850 160,2 1150 I68A 933 131A 1150 IMA 014 116.8 ISO 1419 898 105.1 1150 1342�885 87D 1150 tai] 8T1 75.1 i1a0 1202 870 65.7 1160 1�2 870 U W Q
<br /> 7 S, 8 U
<br /> 6B in 170.0 874 1T00 788 152.4 1048 1653 881 1309 1048 140A 804 114.3 1046 133.1 e50 101.E /048 123.4 819 At.4 1048 11fl6 830 %2 l048 109-4 821 65.3 1048 IM2 818 57.1 1D48 10e2 018 Z Z U'J:{S2
<br /> 726 140A Sal 147A 754 117-4 880 126.q 748 t40.8 867 110A 734 88.d 880 100.0 T22 762 88;7 820 7t2 %tt 8H0 882 703 5$.T 898 792 693 50.3 NO. 76.5 686 44,0 We 76A 1 MB J g C)
<br /> 70ki 119.7 7m 126.1 620 99.8 790 WA 676 85.6 790 913 563 14.8 7W W,9 W2 6S5 790 769 647 99.E 780 71.7 635 43S 1 790 Mi 624 4Z8. 790 62.1 619 37A 790 61.5 617 V z
<br /> Q r F
<br /> 78k 110.E 790 115,9 667 B23 750 99.1 G41 7e,1 750 89.9 632 692 760 77.1 621 81.5 750 704 612 55.4 T50 6S7 605 462 7d0' 99.4 694 39.6 750 502 880 N.6 760 65.6 688 `-
<br /> ~ ¢ <t N rn
<br /> 9301 Rt 563 74.4 We 6Qt Ma 491 61.5 563 6f.8 483 i6.! 663 489 475 40.1 SE3 M.4 468 3Si 563 40.9 482 30A 9&i 362 452 25.8 663 33.3 445 724 683 St.b 442 F z IL7
<br /> 1 %in 59.4 495 61.1 443 49.5 495 5t.$ 435 4Z4 4% 4C5 427 3TJ 430 W.9 42t 33D 406 24.1 416 20..7 488 332 409 249 4M 79.1 400 21.2 493 26.6 394 t8.8 495 25.0 380 M LU•li -O,O
<br /> 1001n 41.7 'UI 34.8 391 35.9 348 29.8 391 31.1 t34226.1 391 27.6 337 232 391 24.9 3.13 2ae s9t 220 328 17.4 391 18.7 331 14.9 391 17.8 315 :=ttt 41 3G4 370320 370 33.0 33D 275 370 2i.6 370 2S3 3?0 21.4 370 22A 3t9 t92 370 20.9 312 180 370 i8-! 305 lL' WIRE
<br /> 30.4 317 243 317 29A 284 2I.7 317 22A 317 19.9 2% 189 3iT ri.9 TTt U p O >
<br /> 17.6 220 17.84203
<br /> a e z m rn cco
<br /> 0
<br /> TABLE 158 _•_w ANCHOR CAPACITY ADJUSTMENT FORMULA.-
<br /> An E
<br /> eFlo3rCa ac Table ds O c d g o�o�',•-3
<br /> j.2p
<br /> tmsaata2.7k C-I.W 3.ak cm H�rc41u R GAP.,•,,.,,,FdmWU F7Woed Naw (D,,,,)X =ANCHOR CAP.,,,6N6•Ele4 174•SSEko5118`Oco V4"ssE1o0 6losteel 5128tee1 m251ed ULLIO .,„,,,.. PRODUCT REVISED
<br /> or type 9/18'Eko UlOmon 1!4`FJon URacm L00acon 3116'Eloo Ulvao00 774^L7oo tptrac3n AgiimG.Nr U400n A ;tor 50" 8crmtt ase0 0ty ngwith tha Florida
<br /> AnchorCOpPad4:m9 99SS (� tw t"2 1G5) USE7HIS FORMULA 700BTAIN THE"ANCHORBa0d1n ox4 C0r7 t` 1' 2-1ft 3-1t6" t' 2.itE' 17tir2 1V8' 0.46' 0.94' 0.324" CAPACITY REQUtRED•CORRESPONDWGTO AN NOA-Ho. 170Ei30.01
<br /> ad thk Tar1a7a• 137v 2 1-va^ I.va" I-va" 1-va• 1•va• 1-vr z rare lara• ACTUAL PRESSURE REQUIREMENT FOR THE
<br /> 2 Axl-05"M1a D.C./C2) I R.1T 390 hs 390 t0s 4W m4 ear es 1703 27005 200Itn 354Nm 740I00 114 Ibc 728 ron 4u84ra 341 Im 442m 560 ki4 OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 0 5126/2 0 21
<br /> 4Amh=®35^MinD.c./R) /ft.2y 780 2c 7601ba 790 Ib4 1670IN =5 Ds 540 @s 560Os NIA IC R6 748 01s 838 roe i892ro3 882 0B91m 11200x CAPACTY(FROM THE TABLE)DF THE SELECTm ,,.6 Andim@2.71`Min.D.G 101049.3T t120fbs 1120 fbs McIt. 22ae IW 22642e WA 1 840'ta NIA 1459110 WA 1328ibc tUA t022ths l37T Oi4 1f>oA tbs MULLION.IT WILL YIELDA MINIMUM ANCHOR Dy-.���
<br /> CAPACITY WHICH MAY BE USED TO QUALIFY pliadn3-,Arno Product Co.
<br /> -- ADDITIONAL ANCHOK OF,I IONS FROM THE
<br /> FIGURE 1: 1 ANCHOR CAPACITYTADLE
<br /> TABLE NOTES:
<br /> 1)SEE SHEEP 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR WFOHMATIOV ON LOADING. - ..
<br /> SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
<br /> FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTH$ANDIOR OPENING WIDTHS IS ALLOWABLE. 1l t t!i 1 r 117
<br /> 7
<br /> 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23. "125• '�aO�••••• /v
<br /> s o a o HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONALRESTRICTIONS SHOWN ON SHEETS 21-23. 80` ,ti`'�'� y„1GENyE•
<br /> FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS-
<br /> 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AG 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.26(r �'; No'68705
<br /> FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED
<br /> a a { e YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 606346AND BEA MINIMUM OF.12,T / '
<br /> THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND-045-THICK(16 GAUGn}.STRUCTURAL STEEL TO BE AT �.SLY t z�
<br /> LEAST.12T THICKANDA36-ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MUW(N4 %,�,.T SATE fi
<br /> • THE MATERIAL 410&912 ANCHORS INTO WOOD MAY BE STEEL,1M S.S.OR 410 S.S. �s1''•;�CORIOP; \<>>
<br /> ANGLE CLIP(FIGURES 13)MUST BE USED IN PAIRS. �7�7S;a/N.tALN 5``
<br /> A.LYNN7I�A�LLER,P.E.
<br /> FL P.E.$56705
<br />
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