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TABLE 2A w iutuglonCa tc Table lbvfte Opennt Width Uor2ettltairy-sparllm rrddicr•S)crOpcnlns Het9hf Vc0oftrta6Ysparv6 g im-17 tiS) }2TS4'�1Z K SON Gain 70In a In 90 In 100 to L'1]L4 14a in R0cGn901a( Tnp?da r 7Eclamvlar 72r mm. Remonvi ,IV haprklam0. Reetmq lrr Traptr-'L1ng. Rbp1an2War lmplmm. tloattmQtCor T14PTA0v4. Rodon uar Z Tmprf4Dr0, Ratairyvia( T.Fattom R.c llumr T1aMNd0nQ �' t- 1Y2X.375 L"ebv LDaed Lmdt n; taztfn0 L02ft LoO&a L=&g Lmdl o L.&V L0mdv twdinp Losdtn0 L2odkv LDDft Lbadlnp Laodina La^a La arl ^a'4 1 Alum-Tube B' s � 1 � s �a'... �` , a• a., z .. 5; 'r4 ',.. -�' .. 3 -1 � a.. 3 $.. 'i• .. a a.. a Mullion .8 2m 2a 3 a4. 2 85 2 U 2 $. 2c, as+ st & .� C4 �' ) a s su 3G �.8 "� s� $$ s� ¢ ss b u 3o B_ It 421n 1TO.a 62A 17aD A35 15'!.3 en 170A 476 129.Y 8S2 17aP Sob 1t26 e62 130.5 510 100.9 002 i689 St7 928 aaz 100.5 S'a 75,7 602 ISO.!) 617 Cu 6S2 d4- b17 56.7 fiGi i62.9 e17 5 f 481n 121.0 607 134LO 419 10L4 507 119.2 410 56.9 W7 IM7 403 T0,0 5ar 1=6 391 6r.d $or 99.0 37T ca0 Wr SAD 30a 5a7 927 09.0 ads 43.4 507 60.6'29 in 103.7 40 1140 378 BM 468 0a5 3?1 741 45a $a$ W4 00 4S0 as 250 57.8 456 •at.3 '3T a1.a 4ae 00.8 368 A0.2 45e aO.O 360 87,a ASS 35a 324 469 W.0 255Sd In 60.4 4rN S.i.3 33S 71.2 40p 0a9 320 61,0 d00 727 57d' 51.4 40P 07.3 378 47.5 a00 64.0 315 A27 4O0 Q23 314 3S6 A00 6L6 3t'4 30-5 4DO 313 28,7 40a 61,81 113 C0 Lit 'O wIn SIA 1324 CA9 270 5L0 324 57,s)2T A44 WA 6f.2 2% 36.0 324 4ae 280 S4.8 324 -Ml 25T 3t.1 324 420 25S MO 2V 43.6 = 222 =4 253 1S.S '324 40.5 = LTW,8 294 CA 252 44.0 294 40S 248 96.4 294 4t.6 241 31.0 294 OA8 In 20,0 04 17.1 =4 MO 2D4 3a2 =2 224 294 33.5 230 10.2 294 230 i60 234 33.-0 23O r, Z WIn 4S0 265 45,0 23D 30.0 2W 424 '22S M7,4 250 ST.s =1 29.2 2M UA 210 -0.0 2M 31.8 2t6 23.4 2Sa 29,6 212 'MIS 355 28A 210 M7 MO 201 ia.S 2U 21.7 200 � � Y � Y� _ .A 72 ut Oa0 27S 37.4 195 30.0 T.5 322 181 2L7 =5 28.4 ISO =S 225 2S8 IM .0.0 225 23.5 102 19A 225 22.5 180 14.0 225 20.3 177 12S 226 10.3 S7S 113 ?SS •f9.0 17a (6 TO In 36.0 202 -02a i77 2Sa 202 27.2 1?3 2t.8 202 228 RD 10.2 Zltz =3 167 i7.0 202 19.7 lay 142 2rl3 15.4 163 128 202 16.T 182 iO8 2x4 169 1SD 9.8 202 Sa.a�SSS W 18 in 26.3 td2 29.9 169 236 102 2S7 Se5 20.?. 1a2 z0 162 113 Ira f37 ISO 1ST 102 1a,1 157 5-42 122 188 1S3 11.0 192 IS2 Ia2 12.1 1'2 14.4 7SD 8.0 102 tow 154 Q 9010 58.9 tA4 58.0 129 154 1d4 tst 12. OStn tS2 42T SSfi 113 TA9LIE20 ANCHOR CAPACITY ADJUSTMENT FORMULA ARC110rC0 ae Table bsl X Ik 5184 2T8 Cmwtae 35tConb. Lrow oYtU False mu PT wow Stosi (Da.)X( 'I=ANCHOR CAP.,,,, � Y � va^13w W4 ssm_5ft0`Ew. vrss Elo BASoWt el2std m2 � � Q I _ AnciiO7CllpPattema AnataN - 371a"19^.Dt10Dc4n ria•SraUa400n 3ri6^F7mLt0unn IJ4•E1coU!Nagn imeevan ApICSCDUm t(rmon A00t05E10r Serax lG6}setcx{GS} SeOnv(G5) USE THIS FOI?MLJl.AT0OBTAIN 7HE°ANCHOR 9dpe 0sWnc0 Mfi I. z-12` .t^ 2arr ',Its' r 2-u 1• u.'r 3-v6• W ItAr o.ar o.D24• CAPACITY REOUIRM"CORRESPONDING TO AN a ara� z .V) E•nbo4metn I. t-tfa• 1+Y4` t.J4' F i-it4• 1-1W I 1.IW 1.114• 1.1w 1.174^ Y wa• lava- team ACTUALPRESSUREREQUIREMENTFORTHE � �' u 2An=aa434JVmT1.O.Cr5landmd or O;b4CCL'D470.17[Imp" 360 te4 390Im 4mR E9a Wn 1644 fb4 2701bo 200 too =4 ma 7AOim 074b0 ee4 m4 O4ems 341@a 442 Do 58017m OPEN➢NG,WHEN IY IS LOWER THAN THEMULLIONtyTu �� 4 Anebma Q L15• In.O.A➢sipmbN(oro,ro�a d4a 9np.2): 440 fart lea ma WA WA WA NIA Seaton IVA NIA NIA NtA WA 6821m ass to, 1170IG CAPACITY(FROM THE TABLE)OF THE SELECTED a 4AWA0M 0sfdbl.O.0 IR}2X5 Rn910 Cllpn7(Fi0.3z780lba T90 ibc 600W iWOWa tMSA 54DIbc Wtba WA 760 on 74a ma 16Dmn iw2 mi 682 roc 885Ion 11201, MULLION,IT WILL YIELD A MINIMUM ANCHOR PRODUCT REVISED f ZAmh=Q PAP MY1.0.0.1lH2Sp,Nta.12rAAM IRS..; WA WA WA 111A WA WA WA WA NrA WA WA WA WA WA 7161W CAPACITY WHICH MAY BE USED TO QUALIFY as comPl lag with Oho fl0rtda t Aaclwrrv-atliFto-ax 103106 ='0a q45 ry �2tm 1:.5mc 14n ms miao 37a 1x ie7 Ws at3 Wa 4xa ma ITP Wp 2zt loa 2aams ADD rNONAL ANCHOR OPTIONS FROM THE BWldtuS odo S 2AnoMq&L1SMIn.O.ClFC6ptfl0•Bfi 201" 3"to. WA WA WA WA 10Dma WA WA WA WA WA 3911b2 442ibi Sa01p4 ANCH0RCAPACITYTABLE HOa-No. 'i7-0630.Q'1 y NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDAROCLIP. Explmtloa Pato 0512612021 1! 1 Mtam d rottuat Cantm FIGURE I.� FIGURE ^ ^yn'_ TABLENOTFS: ;� �' 1)E SHEETS SC 1 FOR INSTRUCTIONS AL ATI N T8RMET TABLES AND S}9EET 25 FOR INFORMATION ON LOADING. SEE SH£EYS 2-4 FOR GENERAL INSTALLATION biE7HODS. "I 1•�0�I- 2)LINEAR iNTT:RPOLAT(ON SESWEEN MULL LENGTHS ANDIOR OPENING WIDTHS ISALLOWABLE FIGURE 3: [- 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETSZ-23. t1L 1 i t i i i r!r 2600' HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. I �� L Y N ' FIGURES SHOW SUGGESTED,APPROXIMATEHOLELOCATIONS. .�`%"C'a'd•y10ENS ANGLE CLIP MUST BE USED W PAIRS q}SUBSTRATES:CONCRETE SFL4LL CONFORM TO AC!301 SPECIFICATIONS,HOLLOW AND GROtii=PtI.LED •'75' �� CONCRMBLOCK UNIT(CMU)SHALL CONFORM TOASTM GOO•WOOD SHALL BE PRESSURE-TREATED f No•l:S717a I_ 11It FIGURE 4: FIGURES; FIGURE YELLOWSOUTHERN PINEWITHAN SG OF0.5S.ALUMINLIMSHALL SE6083•TSANDBEAMINIMUM OP.12S �^1 - THICK-STEELSTUDS TO BEAMWIMUM 6RADE23AND.046'TH(OK(18 GAUGE},S'➢RUCTURALSTEM70 BEAT 1^X2•X.375'MVLUON .,0: 5( _ LEAST.125'THICK AND A36.ALL ANCHORS INTO MBTAL SHALL EXTEND AT LPILST3 SCREWTHREADS BEYOND LL- -----1 THEMATER➢AL;t10S#12ANCHORS INTOWOOD MAYSESTEEL.1U&S.OR410 S.S. F /rr)r,1 1111 t A,LYNtN MILLER,A,E, 1 FL P.E,#$6785 4 i 1 t