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<br /> t061n T201it ML,
<br /> 70 trt 0QN so in •ik�?17d:np atcisn9ular Tmplenn4 t"� s-
<br /> 907n SOh tam+ Rectnn9wur Tm dasry• Ree'a0491t' Tmp:d:n4• Inadnn [a0dn0 Lo0de9 Las6n0
<br /> me Tmf�nb rtttx+4vir 7i^pRdonO•' tLxmnPss Sr"p/18an0• RatmnfKar ��9' Lamina LesdlTg LwdbA lqa@-q o
<br /> fr tanyvlsr S tmt-mndal9• a"•t�O tae3ln9 igLCn9 ina6'09 tnaan9 tnadln9 4nad:n0 u - �...
<br /> 2xax.26 Lensr� A WON
<br /> Aiufu.Tuba p xA'
<br /> ^ G 3 HR
<br /> 3 S` 3 o'e 3 S� 3 3 (4 g,h EZ n agYa W
<br /> Multiol7 b.', g S� ,� ? Figgc� 5rc8 s dSiz a: � i ate^. , �� die q
<br /> 5 Z .
<br /> F2 in S7o.D 62D Stn.O 445 iT40 7r6 5746 4)9 7T4a s48 770.6 506 170.4 it2 470.0 51G 170.0 ttt6 170.0 521 570.0 12da iTA.b SN S70.D 1aDA i70A 521'i70.4 1733 i;A.9 52! 770.4 1463 l70.0 62S F �=
<br /> iH 1n tT0.0i 74Y 17aA iT4 170.0 850 170,0 641 t70.p A92 170A 630 1740 1173 179.0 H3Y 170.0 1275 f7aA S.Ti S7o.0 /617 ST10 rsa 17C6 S7a0 170.0 L80 17A.0 199'' 7T0.4 8:9t,170.0 2;?cf7 170.0 6Ab 173
<br /> 39
<br /> LLI �m
<br /> 50,6750, 77aA 7F7 170A 663 170.a B;6 1740 G71 f70.0 1SM6 S7D.0 644 570.0 1195 170,0 M3 /70.0 i7g5 Sln.O` 74T 270.4 t444 170.9t 758 !?44 5T93 774D 73s l70.0 ' 170.0 739 17DA 7347 7fi.0 75s m
<br /> LU
<br /> fa �
<br /> Sala 17aa 79T fi0.0 612 570.0 997 170.0 89t 170.9 11t6 7T0.0 76d t?0.0 t95 770.0 H0:1 174a iq4 'rlaa b37 i70A 2594 170.9 836 /74b 1913 170.0 Sit 170.D 2'6:1 170A G61 I170.0 '1°60 770.a LU
<br /> dON iTOA 8H5 170.0 7C1't7o,0 f063 170.n 797 i70.0 12da 1i0A S78 770A ti1T t70A 4H 174D ISAi 17Q0 506 170.0 5771 1t0.0 7433,1TDA 2725 Y70,0 1061 170,0 2i79 770.D f063�760,e 25ua 1740 lava S
<br /> 63N 7709 930 1740 744 570.b 1N6 170.0 660 774A taba 770A 'N8 ilaA ts88 170A 1013 17a9 76T3 170.0 2�6 170.0 SD68 170.0 117b 2Ta.0I 2731 S70.0I 1160 1CS.7 2S5? 770.0 1171 145,9 2633 T7a9 1t71 N � �� � iQ
<br /> G ISb 1740 974 17a,4 704'114.0 ft54 170A 903 STC.4 7384 17n.n 29M. 1T4A tt58 t79.D SbdS 170.0 1733 170.0 1155 1)4.D iSaB 770.0 7210 1744 2339 170,a i273 tblS 24:7 t7DA 1296 1329 2ibT 770.0 12A6 U.l oZ
<br /> G 721t1 5744 i063 770A 6Ta f7oA 12;5 t744 la04 170A 16D8 tT4.0 ti:'S Y70.0 iT00 570.0 1'1"A t?0.0 1913 7T0.0 13f6 770,0 2t2S 1NA 1387 145,E 2tII4 1740 idt8 126.8 2tH4 t70.0 Y+a'S 7442 2155 770A 7534 � ¢ �� � n
<br /> � 'T6N 17a.0 1722 178A 937 1T9.4 t346 l70.0 1040 114D 1674 170.0 12a9 170.0 179d 170.0 1a92 1n5.S t960 f70.a 1421 tae,6 16A0'fY8.0 t5b5 127.t 19A0 isi.6 154.' 105.1�1s60 13a.D Y.35 929 1930 1527 :531 � 2 � d � 07
<br /> 784i Y70.0 1131 i?4A 067 170.0 S3tlt t70.D 111G 110,0 1G11 1T0.0 125e 170,0 1842 ilOA 1369 1fi27 1H6f f70.0 1474 Ta7.4 1f81 ldLf 14tA i1i.5 186I i47A tk73 5H.2 1A61 189.4 tiS9 86.9 iE81 437,E lass
<br /> n h b Ka
<br /> 988 t0a4 BL9 !219 94.8 1424 73.7 72:A A7+4 tote 61.a 1773 71,2 933 `..!'.7 1229 fl5,9 977 i6.1 1y'9 6Z.S �) N N� a
<br /> 4PV. 7T0.0 13:9 tT0.0 114{ 1k9.i 139II 135.0 1210 527.8 7390 736A 1i9B ltt.8 734H 721,4 tt79 99.b 13W M02 tt82 8
<br /> EOS t39H 74L6 1Y47 7i.°, ri98 aS.B t122 67.9 1399 82.7�1105 S9S 1379
<br /> SS.H 07t SES 816 a3.1 O7i i4.0 7A0 37,0 471 44.0 782 32i 971 AA,B 771 � _
<br /> _ 061n 16T.0. 122i S5f.6 1046;ta.9 1^=9 12T.8 10T9 505.1 T.'2n tits. tH6i 82t Q"1170181 NN 19057.54 8971t8 7640143.2.3A f8573nT2F b73696'3.,3i 1 R07'r6f}Y968 806O41a7D,5S4 9874Ef0st93d T853a3H2.1AS4 997o7Et4tS96 7753T051Zs..99 S5EWa996b i579,..nZ 97879E 6429A9 T65546 9415..05 8977H1196 645fAi,.H7d 8767.'A+.i7+ 632771.,778 E7578a988 5?{10;,..AH9 7GF7[Ti6b4 39.7
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<br /> ANCHOR CAPAC{TYAM
<br /> 1441n 43J 646
<br /> wcm Ibaa {ppp};C rANCHOR CAP-.,,.•,w� ANCHOR CAP-w
<br /> TABLEi2B An°horC i,3011VTabla046 Narncuu rweacmu PT \MULUONCAP.„ u
<br /> Sa�taT 27KCareitl9 3sldCOne. Vq•g5p:0 s1eFJc0 va•Gsnsa afbste. ttf2sirJ xtzslmi USE THIS FORMULA TOOBTNNTHE ANCHOR PRODURTREWSED
<br /> SiC Sao 3t1 raltoUtabttl Vd Btoumatoo }�y LOffCr UNbtd7 A591Kta:a:Scmvr{t1u')StSaU{.�} Scrw te$ Building
<br /> Odinga
<br /> with ttta Florida
<br /> Mthorl}FeI 3'16'flta 0mx04 vm Etcautrdicm nipatan 2-vz x a.1H° a6r bAza^ ACJACAPACITYRSSURE0°CORREMENTFO THE Isalfaing coa°
<br /> sires' 2' ACTUALPRESSURE REQUIRFJIAENT FORTHE NOA-tio. 17`0630,01
<br /> AS7aharCAPPattOtns sue• r avr 1° fa�H• t•3'H' t^rtd5
<br /> Ea4etlstarF04Gl" ,. :zuz 7` 2-rr OPENING,WHEN ROMTIS LOWER TFWJdTIicMULi3
<br /> 1nteaneltAbri 4:1a^ 73'a• tSfa" 13'{` T 1•V4" SNC 7•Va` Y 1ra' ttte tvc 2'
<br /> ms A6o Im i ms m9 <ta tw 7 aaa a: 7D7a3 ales m� 09am °10 u° a{a ms 4a2tlis o6Hfbs OAPACiTY(FROM THETABLE)OF S7IE SELECT=D FxPlravan Onto 05J261202"1
<br /> Balms scolat N� m1x N1n w51ns NrA Hmttn tuA HA21W 90.iI[e 1 dan MULLION.ITINILLYIELDAMINIMUMANCHOR
<br /> 2Anc21s�4aa•tunaa76tardam°roput ciW R74)S2Y 7F7 rOs T Ca me t3s 14H547s fa21 t� CAPAOt1Y WHICH'MAY BE USED TO oUALiF1 rZ
<br /> q Alea°n d1t2WM1n a.4lSmOdaf4 C-+' LH�P(N�z t0» 7Se lo5 14:60y WA NfA 70.51C { WA 7001cs WA tUA tEA 4PT217n T S' i��� ADDITIONAL ANCHOR OPTIONS FROM THE MixmIa Pr°tlaet Control
<br /> fiAtv^nns�t.7f`tR8t 0.R I9tibalyd l.0m 11Cv 0•"•9.4 E35 m" wiM SfR6 mt >t01b^. 6674Y. WA 1wtM Ice ms P.lA LLz9 1� im2min 737]1� 16Aa 05
<br /> 1 gy 5d010s N7A t7A0lG t1221Ds Yf31 Ibs N:A T073 ANCHOR
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<br /> 1020tmD8s 23a0 tC3 27G1a241l4ass N U+
<br /> �W5W1AA m s NNWItAAA aDW0A19 a NNtthA W1UAA HNaAt mNttAm OAPACI7YTABLE
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<br /> 77'6a 4GiDF0. 1 40.
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<br /> ti CIRCLED VALUES REUSED N TH'c[7APAPLE ON SHEET 24
<br /> NOTE;FORTH=OFFSET CLIP,US6 THE SAME ANCHORPATTEI'W AND ANCHOR VALVES AS THE5TANDAR4 CLIP' 2COa'
<br /> FIGURES: FIGURE 4: 10111
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<br /> P:GURE S` FtGURE2• u ° ° TABLE NOSES: �Et III
<br /> ° . ,��a��yY LYNN�i
<br /> 0 ° 1}SEE SHEET f FOR INSTRUCTIONS ON USING TH£TASLES AND 5HE-�C 2E FOR INFORMATION ON LOADING.SEE SHE
<br /> 2.4 FOR `�^� y}CENS�c,4 '
<br /> GENERAL INSTALLATION METHODS. R' �`.�'A�-
<br /> ° • ° . 4.000" NO.SS705
<br /> 2)LINEARiNTERPOLATIONBEM'EENMULLt.E.�2GT}iSAN4(OROPENINGW("UTH54SAL1.OWASLF. .250" Cs4'e •:yt•:,
<br /> FIGURES. FIGURES:
<br /> • ° ° ° 3)MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE•FOR M=d I'O1M NSIONS,SEE SHEETS 2'1-23,HOLESTOBEATE DRILLED IN �� f
<br /> (j1
<br /> a • THEF}ELDFOLLOWINGDIMENSIONALRESTRICTiONSSH04VNCNSHEETS2t•23.FlGURFSSHOWSUGGESTED.APPROXIMATENOLE +©�..- STI
<br /> a • LOCATIONS. . ZORIO
<br /> 4 Su5STRATM CONCRETE SHALL C.9000NFORM
<br /> OD SHALL E PRESSURE-TREATED YELLOW
<br /> AND GRCUTSOUTHERN
<br /> PINS CONCRETE AN SO BLOCK UNIT ,s'••.•,__•,• 0 1
<br /> FIGURE7: FIGURES: FIGURED: FIGUREIG: ANGLE CUP CAAU)SHALL CONFORM TO AST'MC•90.WOOD SHALL BE PRE5SUR6 TREATED YGI•LOWSOUTHER3't ADE$3ANDSGOFH'S5• 2•X4'X.251dULLION '�i�s�O/t(Al„ p.
<br /> P
<br /> 01 ° (FIGURES5&0) ALUMINUM SHP.LLBE60t13•T5ANOBEAMINIMUM OF.125"THICKSTEELSTUDSToSEAMINIMUMGRApE33 DATL AST3SCR ALl(1()I1N,ILLE�t,P.E-
<br /> .
<br /> MU NT Be USED GAUGE)-STRUCTURALSTEEL70 BEAT LEAsT.125-THICKANDA35.ALLANCHORS INTO METAL SHALL EY.T£ND AT LEASH SCREW FL P.EA 5VO5
<br /> PAIM THREADS BEYOND SHE MATERIAL-010 C if12 ANCHORS INTO WOCRMAY DE STEEL,la-8 S.5.OR4 0S.5,
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