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TABLE 6A mulnon Capacity Table gb5e) <br /> mitilon0cropeningm Ica w 1 0 <br /> pening 1000 120h MI. <br /> sob In lob sob 901. - Twpa&ng- <br /> Ldg <br /> TMPM"- ftvo <br /> Imalum P-IMVJ Immia <br /> -Trpn..V. GP_d_g. Rwbngldw TrIPMffng, R;rrAa 1;7d-a ftt'W Lmbg Umd.g L�Mg loadhg L-daa <br /> Lmdrd <br /> L-ling L.�d-g L"dng LmdM L-dng L_dm Loeme Loa" <br /> JU t L­"u I Iff ! <br /> lx4x.129 cli <br /> PJU..Tube 0 <br /> a V) <br /> z U.J <br /> 0 <br /> L <br /> EmOG <br /> 1 7 IN A x <br /> 42h 170.0 M 1700 4j7"t70o 74 170A�478 il'0-0 668680 <br /> 0,C) 1133 170.0 661 Ima 1275 617 IM 1- 17110 756 <br /> 7M CD a) <br /> 1700 624 170.0 SW 17MO 6" 170.0 M 170,0 M 1=4 I= 170,01 750 07.8 IZ35 17MO ID <br /> -io <br /> 5a t701 7W M-1 17D.01 061 cn <br /> 40 b 170.0 708 g�j 170,0 10a 170.01 M IMO T_ 51DD .7 170.0 eal 772 1165 <br /> 1 1235 <br /> ]I'7�0.. co 'Lon <br /> jW 115, IF-1 882 <br /> 7707 31 7. <br /> 64 h 170s 170D 612 770.4 1700 170.0 11% 1�4 - IMS IMs 1042 Its so 126A 78.2 iZ� -Ims 7" <br /> 46- 012 <br /> 70.0 70, 166.7 1042 170.0 797 142,9 WO 161-1 W2 12" '042 1 7 5'5 1112 1 e4i sm Tt-mj)_74-4 56.7 d 17TO 90,7 M 114.8 7W TGS 9-2 iM,4,1 rAS so b UMS - 113A 9W ine 7112 laae 692 121.4 765 <br /> - -Wig 120 02 1444 790 817 V 1.2 M 5.1 713 59,1 947 94.0 711 51,7 047 04.0 <br /> sm b ir,� 30 i7cs 74S 1512 M Gas 547 8 0 <br /> 669 <br /> 647 140.0 IM 11&1 947 1 03 768 10$.4 947 117.7 752 01.9 047 IM.7 7W <br /> Go I, L.5.4 0.0 730 137.8 75 _i;T_�,4 Sae 755 1 849 67,11 w 0 1149 7 �;5 80 52 42.5 949 IiA CL z <br /> ICO.9 708 co <br /> 10 0 <br /> 7 <br /> 71.2 <br /> mi w <br /> 47-s 452 <br /> 34.8 400 <br /> I -,f2 M2 r13 _4EU i62 62s 602 413 762 69s 07 - Z) <br /> rr 656 96.. 64,2 762 _jW 87.3 M M2 543 667 33.4 724 111$ M5 <br /> 722 M ON <br /> 7rh -7715-; 12D SIA 63A SD clj 94s 7W-_jW 74.4 609 59A 724 Z z - <br /> Otj <br /> 78b 10SS' M 711.41 634 as 724 62, .3 .9 .8 3%4 446 210 E43 34.9 436 24.8 S43 7TI71 21.7 543 3B.7 AIM (0 NCO.4 CD 4W 38A S43 34.8 W - - <br /> - 4W SEX _iw-;a 28.7 1= 7.0$ 476 25.6 M 17J3 478 24.2 376 9, <br /> Win 646 W 47a 32.0 395 9 478 25*1 - <br /> 476 Ws 427 47.S 478 49.7 419 .8 39.5 377 24.0 1 21XI 377 ZU 317 <br /> -ici- x <br /> 0 39.5 4 31A 78 <br /> 117-6 32, <br /> _jjj 37T =5 284 _iV <br /> 031. .. -2r,2 __i7v AIT <br /> Nis U0.3 377 377 30.0 7 .6 22A -TSF- <br /> �j 15A 7 114 <br /> "7 305 10.5 x <br /> _j4 4 3M 20.5 357 22.0 357 20.1 301 <br /> 2�6 0 3 7 g <br /> I lith . 30 3T.6 - =9 _�_73 26n kJ <br /> b (1) <br /> 'll, Ej� 270 16.3 102 2V Ifis <br /> 121 b .3 3cs ms ws 24.5 V4 V.0 305 21.7 o go <br /> 17.0 1 .................. (!1111:11 11 ApACrTy ADJUSTMENT FORMULA: <br /> AN Mf 10f <br /> (ANCHOR CAR::)=ANCHOR CAP.- <br /> TABLE6B An h.rCa Table ths (DP_)X _MULLION <br /> LL <br /> ".7 <br /> 2SuDstta-a .5k 0- P PRODUCT REVISED <br /> ,,'6*Ek. Lmr� IWEICOU.- CORRESPONDING TO AN Building od <br /> 3110 Flw MM- IW Ecm UMMM IrElco USE THIS FORMULA TO OBTAIN THE-ANCHOR -to-PIZ ing with the Flodda I <br /> AncM type: CAPACITY REQUIRED' E ROA-No.- <br /> AnchorClIpPa ACTUAL PRESSURE REQUIREMENT FOR TH <br /> 1.14, • OPEN ING.WHEN IT IS LOWER THAN THE MULLION ExplaItion D; 06/26/202 <br /> CAPACITY(FROM THE TABLE)OF TFIESELECTED <br /> MULLiom.IT WILL YIELD A MINIMUM ANCHOR By <br /> Mr. 169211. 6621 1IM7. CAPACITY WHICH MAY BE USM To QUALIFY rfllamp�a Product <br /> 660 lb. WA 1327 It. IBM 9. ADDITIONAL ANCHOR OPTIONS FROM THE <br /> 4 AWho. a,hilm aC.1(2)295 A.V-CWS Ua_4 ft IC20 840!m NA 1140 IbS 1122 lbg 1320 w 638_w- la WA <br /> 117i6.- NIA MA KA 2A IVA WA I In ANCHOR CAPACITY <br /> _N WA RIA WA um ILI <br /> IA WA -- 515-po NIA 440 lb 34i W 4421.M <br /> 4 A, 5rp t NJA WA -51)lb, WA <br /> It*U 7051b. 470 ft WA _ - ­- - -- <br /> WA NA HA2UA <br /> 700 b. _WA WA WA NA M P. WA <br /> 4fis 01 <br /> NOTE:FOR THE Ottsc-T CUP,USE THE SAME ANCHOR PATTERN AND-ANCHOR,/ALUSS AS THE STANDARD CLIP. <br /> TABLE NOTES: <br /> FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGUREB: FIGURE9; 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE <br /> SHEETS 2-4 FOR GENERAL INSTALLATION METHODS- ....LYNN....... <br /> 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ,.tCENst*-. <br /> 4.00V <br /> 3)MULLION AND MUWON CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES z No.58705 <br /> FOLLOWING OlMpNSIORAL RESTRICTIONS SHOWN ON Si JESTS 21-23,FIGURES SHOW <br /> TO BE DRILLEt)IN THE FIELD FO <br /> SUGGESTED,APPROXIMATE HOLE LOCATIONS- 7-� izz <br /> :.4v- <br /> FIGURE OUT ED 0, S ATE 1w,Z <br /> FIGURES* RE 6: FIGUREl n�i <br /> 4,SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW XND OR -FILL 125" <br /> 9' IT vU)SH L CONFORM TOASTM C-90.WOOD SKALLBE PRESSURE-TREATED YELLOW <br /> ALUMINUM SHALL BE 6053-T5 AND BE A MINIMUM Or.12-THICK STEEL ......... <br /> ON BLOCK LIN (C� 5 L <br /> WITH <br /> AN 6 OF O� <br /> SOUTHERN PINE IN 55.ALUM -14ICK(16 GAUGE).STMICTURAL STEEL TO BEAT LEAST.12,TrHICK 'ONAL <br /> STUDS TO BE A MINIMUM GRADE 33 AND.0W 1 .12.T <br /> AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#to Nq"MILLOK P.E. <br /> MULLION FL P.E.#58705 <br /> ANGLE CLIP(FIGURES 5W)MUST BE USED IN PAIRS. #12 ANCHORS INTO WOOD MAY BE STEEL,I"S,S.OR 410 S.S. <br />