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Reaar+gi9ur Ttap7dang. ftaclanp�lar Trap(Tden9. ° � <br /> a <br /> 1 K 4%.126 LoMGnp Lw�3n0 ��9 Loa6ng LoaeNng Loa6ng Laa6np LondnO lAo6mp LoeAnp toodng CoadmB Lan&ig Loa3ng LoadnB ��dnA Wa&np ioadnp �ye � <br /> �Mullloo$ � �.. � � �' �'.. �',. �' �� �' �'�. �' �' �' �'.. �' �' �' �'.. �' �'� �'� �' �' �' �' � � " ` <br /> � �� � �� 3 �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� N <br /> e ti. a$ 6 �� �p b� � & � �� �$ � �� .� �.� � � 6�v a� €" s� � � � � _� g �os�' �- <br /> �� � �� �� �� �� �� �� �� � �� �� � �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� z N�-� � <br /> � � � �� « � z � � f fl �u <br /> 421n fl0.0 620 170,0 436 1)D.0 714 17p.0 NB 17Q0 860 170.0 608 170.0 BB2 1T0.0 61B 7T0.0 1116 170,0 621 190.0 12/0 170.0 621 170A fleN 170,0 571 1{59 1189 170.0 521 127.8 1�89 170.0 621 <br /> q81n D0,0 709 170,0 62d I70.0 B50 1]0.0 6B4 1T40 Y02 170.0 810 170.0 N39 170,0 66� iT0.0 127i 170.� K77 16Q.7 1303 170.0 688 10D,8 1303 i78.0 880 Nt.7 1383 i74.0 880 97.7 1303 178.Q 68P � � <br /> 6p.8261n t70.0 T47 1740 583 t70A 896 170A 6S1 f70.4 1456 tt�.0 SDi 170.0 tt65 570.0 721 136.1 t23S f7Q0 7<T i4Q.6 7�35 ilUA 756 177.1 1235 R0.0 760 100.1 S2J5 170.0 768 07.8 1715 170.0 758 � �o <br /> 61 e� 170.0 79T 170.q 812 170.0 B58 170.0 691 170.a 1fl8 1T0.0 761 1M.� N68 iTOA EO] 107.2 fl68 170A 6J7 7R7.6 1168 1T40 868 f02.8 N69 17tl.0 861 08.2 1168 170.0 E81 77A 1160 170.0 Bet m p � <br /> m <br /> sou� no.o aos »a,o �o� ice,� rax »o.o �� �az.e �az �at.i a;z rzs.� iwz us.r e�o istz �oa �ae.a noi ioa.a �as �ao.z rn+ aa.a taaz �zs.� 7ez Tss taz tzai Tax sz.s �oaz �zs.� 7az � � � <br /> J <br /> 83tn 7T0.0 830 57�.0 745 fil.2 9B2 tA1.8 81D 128.8 98? iS4.4 7Yfl {13,4 892 7J1.0 782 IUQB 892 121.4 7G0 BP.7 B71 it�.e 758 7�.@ B92 fo@.4 7�8 64.8 8B2 f08.0 7M 59.7 BD7 709.0 7<9 ,� � <br /> � 661n 165A eq 170.0 789 157.8 947 1�18.0 768 ri7.1 &V 11a3 760 1WA ei7 117.7 762 BI.B DI7 1087 ?78 02] 847 102,2 7Z7 BB.B 96T 85.1 71� 59.1 9tt 81.0 711 51.7 UO elA 7N Z C4i° m � <br /> G 72In 135.0 tt8 ii27 T37 1132 614 t21.6 77Z 87.0 8i.9 t088 708 6iA 6i8 68.R 8g6 76.6 849 88.7 SBC 67.8 8+9 E27 875 688 Et9 76.1 653 d8.b 849 72.5 352 425 848 7?.{ £ut ,�G W� � �Z <br /> � 7Bt� 175.5 792 124.7 SGS 913.3 76] 192.8 852 825 782 COA 6}0 722 762 80.9 629 812 762 74.2 820 67.6 7G2 6A2 B17 18.1 762 67,E 602 {1.3 792 89.9 597 36.1 7�! 69.! b95 ,�j (n� <br /> p Q 3 `'" 's}' <br /> � 7BYi 108.8 721 it1.4 B34 89.0 '724 9/.8 621 70.7 7TA 829 607 66.E 72/ 74.1 699 59.� 724 68.1 b91 47.4 721 614 SBJ 4{,d 724 d7.3 677 58.2_ 724 6/.7 b67 33A 727 b3b d65 F <br /> 90in 89.8 di1 7t.8 �83 68.0 543 fiO.T 474 4fr.7 6S3 32.9 �t'i& �.5 bf3 i7.! {fi8 18.8 3d3 42.8 J52 3i,b bA1 346 MB 2S.D d4J 34.8 436 24.8 543 �2.1 430 21.7 543 30.7 4t6 Q � � N O <br /> 981n 57.� 47E 48.0 �27 4T,D 478 �9.7 418 10.9 {70 432 4f2 35.8 41A 38.8 �OB 01.8 478 5{.e �Oa 28.7 �7! 320 395 23.0 478 28.1 3B6 20.5 418 25.8 380 17.8 47E ?A.2 370 � N� vQ eo <br /> 1081n �0.3 3fl 41.1 SN ��.5 J77 3L8 334 28.8 377 70.0 370 T52 ]77 28.6 326 2Z� 377 24A �2t 20.1 ]77 71.0 317 10.0 777 19.0 8f0 t<.( 877 17.t 30i � r�+ a` a <br /> 515!rt 37.t 357 37.9 323 3R.9 35T 3i.& Sta 28.5 357 27.6 ]t3 ?32 35T 21.i 3A4 R0.6 557 22A 305 18.i 357 2a.i 391 75.f }9P 17.4 284 Q. � ty �[ <br /> 120In 2�.3 308 28.! 279 Y4.5 108 25.1 R74 21.0 308 21.7 270 18.3 308 1B$ 267 iN.� 806 17.3 267 H .1,� � � <br /> �ui� �r.o z�x ir.2 �os Q..'- d O 4 <br /> a� ��v� v� <br /> TABLE68 AnchorCe acl Tablo Iba 1iNCh�RCAPACiTYADJU3TMENTFORtfiUtA: � � �S �a� <br /> ANCHOR CAP..K..� � � � ,`g �-r'aa� <br /> sotmuetu 21kCenrete 3.57�Conc. Nroc+vCMU FaedCAsu viwooa Metai {DP,a)X{ �=ANCHORGAF'.a� <br /> 916'Eko 1/4'6S Ebo W78'Elm 1/4'S8 Eko Yf0 SIW tl128feCl d12 S�eEI N�ULLION CAP.,...,� <br /> AnchotCpppattema A"°haTyns anbE�coutuacon tM•ekoulpacon W��� y�s'6boU�uocon tr4•EkoUnrecm p�ator Satrewn Aq¢r�eeiatw suerr(es�6aew(G5� 8wcw4G5> USETHISFORMULATOQBTAINTH�"ANCHOft <br /> Edmo+�mme�mT +" 2tm r 24rr �-v8' t' 2•1a• i� 2•irt� r 3�ve� 2• o.4s• ose� P.s2�• CAPACINREQUIftED'CORftESp6NDiN{3TOhN <br /> Embea�nmt{mk s-3t4" t-aa� �•v�• farr 2 f-ua• f�ftt• tal4• t•v9� bua• t.tn• Y tat8� taie• wnes ACTUALPRESSUREREQUIREMEN7FORTHE <br /> 2Anc.hon�4.7EMh.O.C.ISIeiWaMttp6elCYp(Fq.t82): a90Nn 3foihs 45albe 80610. iWli6s PTams aeuwa aSaRra 740wa a14�os fi81�� at9loa 7atbs �e2iW 5saros OPENIN�,WNEAftTiSCOWER'ftiANTFtEMULLIC}N <br /> a n�rchars g�2.2s Mm.o.c.ts�ana:a{aoaeq csA�q.ak raou�+ zoo�s seo m% ufb rw est a�s wn sep me ruq am ms wn eao ibe wn �ez pu ees ies r t�a ros CAPACI7"Y(FROM THE TABLE)qF 7HE SELECT�D <br /> BAncAue�7.lffMh.O.Q1SW#ard(pr0[sefJCfp�Fip,4Y. 660RH 1aaa�os WA WA WA Wa 7fA�bs WA WA Wa Wt. NtA t383ibs 177oros 22AatCa MU�L40N.1TWiLCY1El6AMiN1MUMAMCHOR <br /> 4Anclwrs�3'M{rtO.C.!(tJ2t5A�qleCSps!(Fip.�} Tenwe 7eoros saofa: �ssoi� �eesros �aoms sm� wA 7eoibs �eaiw aeoros �es2ms oazuxi easiw rt�an CAPACIT`lWHICHMAYeEUSEUTO�UALIFY <br /> 6 Afwwtps�9'Min.0.0.7(2j Ya5 Mpia aps I(Fq.sr i��o it� �no ins 7uz�ux 2id01os 2eta ws aio ms aaa i� wa f�aorns »n a, ia20ms zaas ix �m2 t� �srr i6s 9cao�Ls A4PIT14NAL ANGHOR OPT(6NS FftOM TH6 <br /> 4Arofwrs�tO.lYMh.o.CJUC1y,Inied25'Alum.{Fq,7�: WA WA YUA WA 111A H/A !UA WA WA WA WA WA WA NIA 197010s ANCHORCAPACITYTABLE pg(ypUC'1'RF,VISED <br /> 2Anclwrs�Y.25'MN.O.CIFCIIp�F7g.eT. ��s 350iLs 200�i TO$&a .I786x WA 2&Dibs H/A 31b@s N7A fdQlos WA 3#5&�s d�21M 664�a axcmnptyivawiAia�oFloiid� <br /> 4Anchore�l.7SMIn.O.CJF-CIIp�Ffp.9): d801hs 7001Gs WA WA WA N!A 3BDIbs WA NIA WA !llA WA 6871bs Ba51t� 1120N5 IiuildingCoAe <br /> NQTE:F6RTH50FFSETCL.IP,US6THESAMEANCNORPAT7EftNASVDANCF(OftVAlUE8A8THE.STRNLiRRDCLIP , "{ �•Q��� I�`- Acmpuncallo��'a2�9,0''� <br /> Bx imiiont�to�iij(j�l <br /> TABLH NOTES: g <br /> Y <br /> FSGURE t: fl4URE 2: Fl6URE 3: FtGURE 4: FIGURE 8: FtGURE 9: ��SEE SNEET t FOR lNSTRUGTIdNS pN USING 7HE TASLES AND SH£ET 25 F4R INFORMATIOh10N L4A41Nf�.SEE Miem1 do►ro�SC�t <br /> � « � � � � • • � � ♦ � SHEETS 2r{FOR GENERAL WS7AlLA71DN METHO0.S. '��\C�a . �;�����,r J <br /> � � � 2)IINEAR INTERPOLATION 6E7WEEN MULL LENGTHS AND/qR OPENtNG WIDTH515 AILOWABLE, ti� 4SGLhS� - �Q 1 <br /> • • • t • • • 7{% � <br /> 3)MULLION AND MULUON CLIPS SHOWN ARE NOT TO SCA4E.FOR EXACT DIMENSIONS,SEE SHE�TS 21-23.HOLES d'�� `' �{r ;.}�.b4'lfl5 <br /> TO @H OftiILED 1N TH�f-iElO FOICOWING DtMENSIONAL RESTRlC710NS SNOWN ON SHEE7S 21�23.FIGURES SHOW ' - <br /> FIOURE 5: FIGURE 6: FIGURE T SUGGESTED,APPROXIMATE HOLE LQCATtONS. Y^n � � td ' �y_ <br /> � ' Ul� <br /> � � � � A}SUBSTRATES:CONCRETE SHALL C6h1FORM T4 ACI 30i SPECiFiCATtONS.HOLLOW AM4 GROUT-FiLCEB ."".� _ gTA1E i , .�,,�� <br /> ♦ s � s �� � CONCRETE BLOCM1C UNIT(Cb1U)SHALL.CANFORM TO ASTM G90.WOdD SHALL BE PRESSURE-TREATHQ YEU..OW 125" ' .{'' '.,CCORIOP :C. <br /> � � SOUTHERN PINE WITH AN SG Of 0.55.RLUMINUM SHAIt BE 8063-TSfiPtD 8E A MtNIMUM OP'725"TS-t7CK.STEEL ���Cy� � '' ����� <br /> ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. ANDDA36.ALL A C'HO SM 70 ME7AL SHALL IX1'EN4 AT LEAST 3�SGREW THRFAt)S SEYOND THE A+A ERIAL#0�&K � �i�Is��n���+`;�� <br /> #12 ANCHORS INTO WOOD MAY BE 9TEEL,19-8 S.S.OR A10 S.S. YXA^X.525 A.LYNN MILI�Eft,P.E, <br /> MULuoN FL P.E.$58705 <br />