|
7ABLE16A
<br /> TtKuifion Cx a T9hia bstR° o S
<br /> Oponing`NiIItli{firwt�ea3y<spanrnr>amt$icros}or Oparung Hoight{{ot3»rSmntaLyspare;"m mt,*,5ass} 4
<br /> Soto BOIL 7019 a In sokt to Ift 120 in 149M LOOM rr '0
<br /> Re mrI Imodarc, Rett-w- T1aDTdI Rtdm:AQ I TnydTdmp, R-In.I TMWdnnD• Re4tMI I ThIp m0. Ridnnaw-f w1n.9• Rat4ng8or 71npfTdam9. Re9tw'D19pr 7mp7111ana Rednnv* Traprrhm
<br /> 3,26"48 LoadhtD LO9mnD LondnO lramn0 Los?a19 IA*dnD Lm5mo Land0lo Leaft L ddnD Loo0T90 L..&g inarMg Laadn7 LwdlnO L9aalnp Land.; Laadng ox, y
<br /> DEG,AL a r x a x x a � 1 x £ x 2�F r x_ a a a a a x r a g S a
<br /> DAY MULL a a a n as n^ w a� .: '.. >v
<br /> u v_ a3 is u isc 8 iS Sa v S•$ S 3 �' 3 u'" S ci it cio c u o a
<br /> y� _� _ _ a o}o
<br /> c $ ;� 2 �'3' dL => $z _"�O v5"•" o 2S v 5 ` d�', SG 3 8 S q " INN C' '
<br /> z c i.> & �>r �z c @. .ta: ..: n: 2To `c _ $ � �sr 4. 1A Sri �� �� a� �a � � r
<br /> 42h1 17W e20 17U A25 170.0 744 TAG 473 I= 20 170.0 SOS 170,a 41 V0.0 519 17DA file 170.D Sal 170.4 1240 170.0 521, IMA 1400 170.0 12t Tian t73.a 170.0 521 it" Ian 17a.0 SM Q Z
<br /> IL
<br /> vva rn
<br /> d8m 170.4 798 T70A v24 {74.0 85a 170A 56t 17QD 9SL 1714 630 170,0 17m 170.4 fib[ A0.0 127S /70.0 f7711T0.0 1417 176II ef1P 72.7 1w7 TTOA bag ta9.3 4637 170.tl 860 T220 {037 170A H09 K � m
<br /> 53A25M 170.0 747 170.0 2=3 17OR 85a 171.0 eat 170.0 11 170.0 634 17P.4 1196 ;70.0 r4 ]74Q 13GS 770.9 747 17Q.0 1494 lido 730 1477 1352 {7a.0 75$ 120,T 1552 t70.D 756 11a4 1552 170.0 766 S � �0 2
<br /> itln 270A 747 170.0 612.l7QA 85 170.0 691 ttQ.o 1118 T70.9 754 tt0,0 1279 170.0 803 17a.0 1434 170A B37 1�Z 1455 1TQ0 850 1 420,3 1453 170.0 861 t10A 1455 170A GO 47.0 1455 110.1 161 a p tfj
<br /> 60M t70.Q 865 17AO 701 17" /foal 170.0 797 170.9 '1240 170.0 975 ISM 13D9 t70.0 944 13V 1300 170.0 o93 125.7 1309 1S3.6 OU 104,8 ',Zoo 157,1 082 H9.8 13W iST.t GG2 73.6 7309 tni 952 � tom•- [!} ti7 �
<br /> 63 LT i70.o 930 170.0 745 17D,D 1115 170.0 650 IMB 1247 :70,0 040 14Z5 1247 1644 903 72d7 1247 1SZO 386 114.0 1247 NO 562 95,0 1247 1182 MG 01.4 1247 12.5.7 ff15 71.2 1247 135.7 939 � LuLu �
<br /> a0 in 170.0 s74 170A 7r0 t70.0 ]709 t7aa 903 14d4 ita0 103.7 OBS l26.4 1190 14T9 845 115A 1t48 1066 iR8 1(f3.4 1190 1264 Did 88$ i180 1195 59a 742 1150 t16.1 693 COS ;;50 ite,! 893 ? 2 en g m X
<br /> r 727. 161.E Into 1603 9r7 134.7 1010 144.Q Sao 118,4 1010 1R7,2 342 101.0 1010 liCT 92B eta io10 ]05.0 817 aa,e lots 03.3 am a7,3 1V0 W.8 799 57d 1a70 67A 7§0 WI 1010 07.7 709 w
<br /> v 76M 137.4 106 14M 782 ti45 909 -MG 775 SM US 1D7.1 761 85.9 900 862 749 79.3 M 002 736 OS7 SO 82,3 T29 SU 403 7A7 716 49.1 904 71,2 710 49.9 III 74A Too N ,.3 ors
<br /> d T.� 70 i0 ]371 aQi T325 Isi 105P 88! 1125 778 9P.6 O61 93,0 ?25 Tad L6! BB.S 713 70.9 Oat IISA 701 Qd. a04 764 4,'94 310 83Y 1fd1 &3f 45.4 88f 04.6 973�327 eHt 63,7 972 (_ T•
<br /> 90 In t27 Od6 96,4 574 69.9 b{8 72.7 Si;S 5§,i B46 624 H34 5i.T 946 58.7 i45 48.0 646 SD3 14MM.1
<br /> 61B i7.6 Sao X5 648 41.5 $10 79.5 B40 U2 511 25,4 S46 36.5 Sol F Go N
<br /> DOM Sim Cos T0.1 577 W.0 Sea Silt 407 46.7 $03 51A 491 4ZS 568 46.3 403 37.9 -:;-Sr 41.4 568 30.1 41 23.4 503 3+4 439 24 � ��1C3M 479 4a4 40.9 405 3R9 449 412 399 342 4}s 35.7 0s3 28,9 419 31.7 3tl7 266 4d8 2dC 448 28,E -s77 27.0 449 22.7 -068 17.1 44D 20.4 281 15.a _ais 18A 35B Lll �`tltM ;44.1 42S 48.0 325 3d8 42: 3X9 379 915 425 32,8 373 27,0 A25 20.1 367 24.5 425 2B9 425 24.0 355 18A 42S 20.7 360 15,8 423 {dO 343 0D ff tu
<br /> ❑ L/}
<br /> 12DM 244 am 33.5 331 2D.t' 3a4 29,6 = 24A 364 25.5 327 21.8 3ai 22B 3TT 10.4 Sad 20.5 313 17.6 3O4 tdT Sao � � •� �}
<br /> i4414 1O2 298 2d4 233 1HR 28 47.1 230
<br /> a 'd' Z m m�
<br /> TABLE 1fiB ANCHORCAPACTTY AWUSTMENT FORMULA' 4 � Q"
<br /> Art hot Capacity Table ba
<br /> onoI 22X carc,•ca 3.5k ewe_ Houowchlu I RIIdClru Atwood Ialmm PP_)X jAPICHOR CAF.,.,.>,,.`_ANCHOR CAP.,,,,
<br /> v1C61ao TN•ssElcn etta^Etao v4•ssamn alDsmm EtzsMal tt2sted MULLKINCAP•,®,,," PRODUCT REVISED {
<br /> hndiv'tppe .Vf6"Fa0lA4tcnn t(4•Etoa Ulanaan 3W2"Ln0aeon T74 aka UDmam os Cam
<br /> AnehorCltp Patlems t!!o^am ADa196'atu U;axan A0{OnGfl10r scat 035J Ewan(Qst eaar[tlS) USE THIS FORMULA700BTAIN THE°AIJCHOR sa4aln Complying with iheflodda
<br /> tc-A l�sbra a-& i• 2.12• v a12• 3-TIT 1' 24ir 1• 2.14• r 3.11r" 2• D,4e^ 05d^ d324• CAPACITY REQUIRED*CORRESPONDING TO AN S i
<br /> cmbmin�mM1 Cara• T.sr; 1a4•• tau• z•1as E90 ai t-11; 1;itv YV4• mw 1A/ L1W T 1rW 1a xu]at ACTUAL PRESSURE REOUtRVAEITFORTHE NOA-No. 17-063d.0i^ i
<br /> 2M00m0Qii 9•hG4 O.C,7L2)9�t5M0W Qtpa/939.tT 3[W 817 3B0 na 11 17001bn 27015p 2a(I 24 Dls 7401b 1741to 720In. star, 5171ha uzlb4 309107 OPENING,WHEN IT IS LOWERTHAN THE MULLION Expirt1t70n Dot-D5126/2021
<br /> 4AtM419R Z 510Inn smu NIA 11201q 74BIW 8e01he 1B92 Ox B921bn 8831M 7120Ion 0 PAOITY(RP,OM THE TABLE)OFTHE SE.ECIcO t
<br /> 6 AOdtp2®27t"MIh O.C/CO211S An01e Lunn//R18.3}: 1120lba 1120Ion 0501ba 2246 t07 2254 Ma WA 040 r. NrA 1098 i>a WA 137. 1111 1.. 13271M 185014E MULLION.tI'W{LL YIELD A MINIMUM ANCHOR
<br /> CAPACITY WHICH MAY BE USED TO QUALIFY MTan11�i7a Product Control
<br /> ... ADDITIONAL ANCHOR OPTIONS FROM THE
<br /> ANCHOR CAPACIIY TAU LE.
<br /> FIGURE 1: TABLE NOTES'
<br /> H SHEET I FOR INBTRU USING LES AND SHEET25 FOR INFORMATION ON LOADING.
<br /> SEE SNEETS2.4 FOR GENERAL
<br /> INSTALLAT()KMETHODS, L
<br /> � x
<br /> FtGURE2• 2)LINEAR INTFRPOLA710N BEIWEEJ MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE. i
<br /> Ed3}MUWO BE D.DRILLED IN TH lPS LD WN FOLL W NG IM SCALE.FOR EXRI T DMIEIONS SONS,SEE H E TS 21-23.
<br /> � o, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMEt4StONAl.RESTRICITDNS SHOWN ON SHEET52Y-23. •12S 45• ���J,O - !V/ ii t
<br /> FIGURES SHOWSUGGI:STED,APPROXIMATE HOLE LOCATIONS,
<br /> 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS.HOLLOW AND GROLrILFIU.m 'fib l%• j
<br /> F7GURE3; CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTMC•90.WOOD SHALL BEPRESSURE^TREATED 3?50° NO.5874$ ft
<br /> YELLOW SOUTHERN PIME WITH AN SG OF O.55.ALUMINIV SHALL BE SDW' 'r6AND BE A MINIMUM OF.125`
<br /> THICK STEEL STUDS TO BE N;iNiMUN GRADE 33 AN➢.C45•THICK(18 GAUGE).STRUCTURAL STEELTO BEAT ��
<br /> LEAST.128•THICK AND A3G.ALL ANCHORS INTO METAL SHALL f7C['ENDATL.EAST3SCREWTHRAD5BEYOND 4S`0AY
<br /> THE MATERIAL.11D&I ANCHORS INTO WOOD MAYI"BESTEEL,1 S.S.OR 410 SS IdUWON
<br /> t2 l�,�'•., AT$ F ���
<br /> ANGLE CLIP(FIGURES 13)MUST BE USED IN PAIRS, %�sSl10RI�A. t�,,
<br /> _ qq/LlNN�{1!hLk �
<br /> A. P.E, {
<br /> FL P.E.#58705
<br />
|