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TmpTimn9. �� 1.no0ng <br /> 125 x894 Lsad1P9 tAading Leadn4 Lna4ipi .. _ � &^ o ��. <br /> HNIIbn Gg B 13 <br /> 0 of c'°i_ ti z. � �9 € i�. a �.� S'S �'�" �O �@ rc � 8Q `° 'c <br /> 5�• @. a3 d`a8 d`rc8 Eca d`a <br /> t2ln iga t0.0 626 176D d35 i100 74-0 iJD.O t73 170.9 g68 1780 576 170.0 992 170.a 519 170.0 1116 iTO.p 521 170.8 T2t0 i/Pa 62t 170.0 ibT>0 fTD.O iZ1 tT0.0 i735 1T0.0 621 170.0 <br /> 48 to 178.D tOd 170D 6:b it40 85g t?OD 584 77QD 992 tTfl.O !a0 :70.0 lt3J 17oD Btl1 170.0 1275 170.0 677 t7DA 1417 t70.0 6B0 1TCA t700 110.0 6ffi 176fl Lsfl3 170D fiH0 iTD.D 226t 170.D S8D � m � U1 <br /> 58525s i70.0 7d7 170A 683 1T0.0 696 A0.0 631 1T06 1Ddg 1700 6fld t70.0 1155 770.0 723 1T0.0 1345 1T0.0 TbT 77a.d11494 iTOA 765 170.4 17G3 iM.O 75S 1t0.0 2g92 1709 766 170.0 2391 174.0 7S6 � F- � <br /> SS in t70.0 747 170D G'2 1tOD 95S 170.0 691 170.0 111E 170.0 754 -70.0 1275 i70.0 803 1T0.0 1834 7740 83r 170A 153i t76.9 ffiG t70A 19t3 170.0 BG1 SJ40 2131 tTa.9 861 1642 2473 iT6.0 fl51 4 tU <br /> E0m iT0.9 eat IIOD TO7 170.0 1063 1TOA 797 7fi.0 12i6 7TaD f08 17d.0 1417 170.0 9d4 tT4D SS9t 1740 990 t70D 17Tt 1700 1Pi3 170.0 2125 170.9 f663 7443 2l6t iTP.O 1063 5�.8 2t63 YT0.0 10p Z z i U <br /> pin 170.0 930 710D 7a5 iP0.0 1118 tT0.0 86P 17PDi 1302 170.a 9C0 ti0.0 tiBB t70D t616 AOA tET3 t740 '1975 17Q.D 1459 779A 742 /56.9 2D60 tRIA 1169 T3d.i 2000 /7tlA 1171 117.7 2060 POA i171 W � � �O <br /> $ 63 in ITOA 978 1)dD 749 IiQD 1164 I'76.0 903 170.0`13Di 1740 1002 170.d 1trb3 7709 7AH6 l700 t753 #T4.0 SV5 170.9 ig4fl 1TQD /110 143.0 19rb f10.0 IT.5 722e 196d i7PD 12BG f072.1366 A0.0 1:86 O rc0 <br /> c ¢ r <br /> T21n 170.0 10p 110D flTB 1T0.0 1ZT5 /70.0 1069 1T0.0 1488 4746 1126 1740 174ti 1tOD i22H /5t1 1731 1700 4315 138J.1736 1698 #388 115.fi Rid 155.9 1364 99-1 1T34 150.4 7952 ge.T 1134 1602 7 _ <br /> g i s 07 <br /> 761n 1TJ.D 1172 170A 93T 177t6 tides 1T4.8 SDfiD iW5 f556 1J40 1249 14TA 1656 1652 7205 /317 1666 t51.5 12fi6 199 1556 fit3 1251 443 1556 12d.3 7229 fl42 7556 1223 1219 T3.7:1696 1212 12 z <br /> � Jg in 110.0 1751 1706 95T 170.0 138f tN.e 1176 i559 b877 1593 1245 138A 1671 752A. f221 12t2 1ST 139.i 12Gfi 109.1 147T tTQS 1191 90.9 7877 116.4 t169 7T9 tb77 1168 i74H 69.2 i 1bT7 1099 il51 N 7C�z m � <br /> Spin 1.t2.0 <br /> 9/126101tn1rnn 1751491..D79 I 97fi73s50t 7T260!t3Ab3 9es59ri66g9t 1468t17&109.A5519 S9ni672t5Qlt 11729P3/.957 9B665H865 lflp0ii..56T 1977773159111 18666fl1763933 965T174 tl5N1.A.e 1iS17?7A10 953613..332 967684 7bS4S9.93T tTNiJts13 074�7415.6'.000! Dgtl6325i2HZT527 7I437LR177..9S153 179-7417i3115i00J S0440Sii.9.7i 966fS10T46 5379419.59 1TTi6 7321010i tfi3ti2i47T-A..5867 f'87G6963Gt910 642204t7 3-.4H0 N477737t51d0 653352it.6309. DREd7'9!,0b19 4322d557..d767 T9T7S7T3M50t 6A322249..A9735 <br /> H657fl01 <br /> Frn r01 <br /> N <br /> X <br /> 10Hn � <br /> p73 V rn��a <br /> At 660 42.1 624 1 443 a Zu) <br /> a $ �� <br /> 744In 3L/ 433 35.1 470 2B.9 433 29A I355 24.8 t73 25A S90 21.7 833 22d 3% � � <br /> ANCHOR CAPACRYAD.lUSTMENT FORMULA: u <br /> TABLE11B AnehorCe ocky MU, ION CAP. 0.UCHORCAP."„ m <br /> p TabalflTa) FDI4acLw pr#amd Ltaa {DP,s,}x�MUCLI4NCAP.,,m,,...)- pRODUGTRSYlSBU <br /> 25NColc. Yatax Cidl as calnPI&J,with the Florida <br /> 9uoseate 27N concrete ttd'SS pto 51tC F7ta 7/P SS Bm WO SLek1 i12 St6tl 072 S4fM C d <br /> ,r1trEtca ytCfilmtJ9>am N8^EYcU3rbrml r,�waar i119Ma� At>>na^aa' SCJant 7^•��"is`)' 9srertom'} USETHtSFORMULATO oRRESTHE°ANCHOR Handing o a <br /> Alxha'y1t4 3n6•Etta uta>:an t14°fJso:lrtlBtan Ulan 1.49 O3i• 4324' CAPACITY REQUIRED"CORRESPONDING TO AN NOA-Na. 17-0630.07 <br /> AncborCBP Paueina r z•v2' 1" 1 2N2 z•. 34m 2• tarts lams raks ACTUAL PRESSURE REQUIREMENT FORTHE <br /> Ed¢Osttrce ODI t' 2.12" 1'. 2.12 9-t7H' <br /> FADaanent fft 13rb' 1+1'4° 1314' 73`b' Y S»Vd` 1=Jt' t-7f4' t-14' 1-tf4` 1.111- 2• <br /> tFa4ms x7old3 21ams a54ms T4olle aT4las figiex B96IIs 3ntms dues FRB OPENING.WHF.NTTISLOWERTHANTHEMIA.LtON E:PirationDaSo45� <br /> 475'tJOA O.C.r 54sasla tz fl�al Ctip 4tD.1k � 3m� 4411Ds N7A 280 tat WA ta:A Ntn WA tUA p2016 esfi 1� nm H:. CAPACITY(FRWILL OM THETA MINI f M A SELECTED ! , <br /> z analort� ,pg Tw mn WA wA NTA N+A Tsnst,9 74H uu 060 ms itsx lm pzms Egg im 117D hn MULLION.IT HIGH MAY BE USED <br /> MINIMUM ANCHOR MID -0 Product Contra <br /> d AJttLal9&T1a5•M810.C.19tml a(a Cf5e4CD,1 � TEg mt t;sn ms 1963 DS ttBgiDs 5d0ia9 wp WA WA WA t25t its CAPACITY WHICH MAY BEEIONS R QUALIFY <br /> bAKlxxn�T811a O.G1(I)2t6At010C8ps1 P�9.3t tTO ms 2zi>m 2W Im ADDmONALANCHOR OP-PIONS FROM THE <br /> NtA WA N/A NA N/A N/A WA WA WA WA <br /> 4Arc17ors®058"dirt O.C,T n•50ip,IAmwr"r-mI II`3& 195 m9 10g Ra 27i ifi "S Da 8=t. 135m9 1dD 1b8 1771a9 adSQh 197 Ors 8424 WAS 341ms -0d2 Qs 5601M ANCHOR CAPACITY-TABLE. <br /> 1 ATotafT F•(.'Qt(fl9&g- 1901tS 1JTA tJ1A WA <br /> - 2Anam Oi t.iV LORO.C/F-0�$1 lF0 fik 7lD ms 350 m6 NIA wA ItJA FJTA <br /> 1.250' <br /> FIGURE 1: <br /> FIGURE 2: TABLE NOTES: <br /> !� fI • tl SEE SHEET 7 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION <br /> Fo <br /> pN LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS- / <br /> �.�``�y LYN�y <br /> 2}LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE () i� <br /> 3.9'r a .'VCENSe',?I`�11 <br /> FIGURES: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE-FOR EXACT DIMENSIONS,SEE = ct.:• .-p <br /> ANGLE SHEETS 2t•23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICT70NS No.587C5 <br /> CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. •; <br /> BE USED <br /> CS • IN FAIRS. 4)SUBSTRATES:CONCRETE SfiA!L CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND CL' <br /> GAOUT•FILLED CONCRETE BLOCK UNIT(CMU)SHALT-CONFORM TO ASTM G94.WOOD SHALL "0, AT.E C 2�4 <br /> 624" <br /> FIGi1RE 6: BEPRESSURE-TREATED YELLOW SOt3THEFtV PINE WITH AN SG OF 0.55.ALUM <br /> SHALL BE i i �`'••FC ORIDP•.•'•ti`+y` <br /> I-IGURE 4: FIGURE 5: 606?,-TS AND BEAMINIMUM OF.t04"THICK.STEEL STUDS TO BEAMINIMlR7A GRADE 33AND ��' +ion <br /> ® .4A9"THICK(t8 GAUGE}-STRUCTURALSTEEL TO BE AT LEAST.125"THICK AND HE ALL f� <br /> O . ANCHORS WTO METAL SHALL EXTEND AT!.EAST 3 SCREW THREADS BEYONDTHE MATERIAL- 1_b`X 3.9C X.624' A�S.NdiiV N• '•P.E. <br /> #14&#72 N To M INTO WOOD MAY BE STEEL <br /> •15-8 S.S.OR 410 S,S. MULLION FL <br />