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TABLE 10A munian Ca ac Taola bc7ltz � $ <br /> a <br /> Opening Width qor vcmcnirp-pa ug M.ir ls)of 0-ing Hoight(far tnrizort2*sP3rrir41 mIr'025) loon +v O <br /> 1n t10 fn t0065 120In idnp 7y <br /> 50n 80 <br /> BO in TO in 7 g Rw:woAar Trarl'91a80, Rec18n0dar Tr0{Yfnan9• Rectangi4ar TraDrTnan9. } °1 <br /> IraWT4 R..I.K:ba1 T-WI-V Ractan9;tar T,-WT+b08 Rccfan@Ss TkprT4ang. 1lactacgdar � inaSmg Loadc9 L-1Ihq L.cadn9 L. &n0 Lcadn9 $� O <br /> R.ten3Aa 7MYTri0a0. Redwo- LCadnO L+0dh9 L0adn9 i3Oa0hg Lnamng LoadnO d <br /> 32V 46 Loaaaa tAamne ipvdna I amrD foad°'a s_ a _ i• x a "^ .... y ., a �.•, i E. S.�qll ,,�DEO.ALa GearMUIL a a' i) o v � hQ A € a c kS' is a �ga �s ea s � <br /> ;s � w <br /> s� a $ $rc d�a �ad`nd`a �o $sue d`i E� �� J <br /> 42 to t7a0 52D S7a9 435 1T0.0 744 170.0 478 1T0.4 866 770.0 308 77a0 992 110o 519 170.0 1116 170.0 621 170.0 1240 170.o i21 17a0 1d85 170.Q 521 17a0 1735 170.0 52i 180.3 id71 17an 521 <br /> a w <br /> 48n 17a0 70B 1ro.0 52a 1Ta0 850 1roA sa4 170.0 49"e 170.0 830 170.0 1133 770.0 581 trait t275 170.0Onf70.01+77 7749 660 t53.7 1537 i70.0 58C1 iaa3 f637 773.a 893 t228 1037 lT0.0 <br /> SCSARon5 1n 117794.00 Tl4977 1/77a6.00 563 i7a0 E48 l70.0 a".i STaO t0{6 17a0 684 S7aQ 11 <br /> 700 34 1atl 747 772 1455 1T00 8°S 112G3 1545525 diro70.tlp 7(f5eDi 1121a0.16 17545525 1i7ro0A.0 785681 t8tTaE4 1552 iro.0 fFit" U CI (1)1195 17a0 72 <br /> 512. Ifox ---- 69 170.0 7 170.0 12 1740 $03 1TD0 3 155 tj U <br /> OO(n i7D.0 885 170.0 701 1TD.D 1063 1roA 7a7 7M0 t24D 170.E LLJ <br /> 5T6 ib7.t f309 1".0 944 13o.7 13M 170.0 996 125.7 t309 153.3 90d ta46 5309 t57.1 802 a9b t309 157.t eSL 78E 13D8 757.1 9� 2 D. w <br /> 63 to 5T6A 9?0 tro.8�701 170.D 1053 170.a a50 /829 f247 f70.9 940 7125 5247 764.5 9BJ txc.T 124Y IS2B 96.`i 114.0 1247 141.7 952 95.0 1247 138.2 936 et.d 1x47 135.7 035 713 1247 1357 935 Z 1n CU <br /> ,� 09 Lr 1740 yC 7O2D Ii nn 116¢1E7 7803461604 169.3 . . 85S a8M14iBb9 19534tla11.27i9 987S34244858057 787432219a876d5.8,30984 3f985410084181668608 11834230801>65L.32.E465 9975342!3378878762 16643220i3432.....4991 164a1l948b9b0 I42Z21784B0....,.00i74 9S33S1375Wa0T8 <br /> 932174n62..a4 51440+219500 19�108-.8.57 B3B55Dq 71452.8 11492150 f8 17B..1fi 7S98-003 5201.35 11501195a00 12188..71 Bd7643T_ <br /> WZarN�aa ? JWO <br /> NaSu <br /> eae'00�C0 <br /> 97{ 170.0 1150 176:3 907 148.4 1190 183.1 o ED.B into 969 807 .2 <br /> 7<.7 718 491 972QTi34Tf10 144.6 068 4 1016 5272 8a2 29 6 Q <br /> a7 90 83 729 573 ea.5 BA5 <br /> 4d 792 tt4S 900 tZ R 91 8 0T16 d5.4 861 Q <br /> 75 ' be 13 38 661 545 ZN <br /> 90.8 . CD f <br /> 78 861 5 1 it25 8 295 540 <br /> 3 591 Sy aLS 5 51.7 <br /> 85 432 <br /> 14 1 W <br /> gap 682 AM 4.1 50 59.1 499 48.7 57.1 . 90 <br /> 148h . 05 39.8 449 412 399 42 4 <br /> 379 t .5 425 262 382 <br /> 171In 44.1 42 5.0 355 36E 75 37.9 8 3 313 1.3 Q <br /> 35.6 331 29.t' 36 29.6 326 34 25.6 321 216 228 317 19.4 364 20.5 m0f2011 34,9 <br /> iM Dt 2a2 253 20.4 233 f6.a 253 i7.i 230 <br /> ANCHOR CAPACITY ADJUSTMENT FORMULA: 0 a m .5��a <br /> TABLE 168 Anchor Ca clt Tadte Iba /ANCHOR CAP.,,�,,.,o, ANCHOR CAP_ <br /> Hauow t3Nu �tal cMu ETWoa1 2St ,D )X`MULUON CAP.,,o,�./6 PRODUCT REVISED <br /> 0v3sstmt« 27k Conemfo 3.bt 1xna. as Complying with the Florida <br /> y1B'Ebo Va`SS Eico y76 Etcv tf4.5G Fm 0105tx1 0123(66 S12Sted Building Cade <br /> Anctol Type 7/76°F]CO Ul0eaol 114^Ebe l9lmoan ar1e Eke utrown va•Ebo ultm¢on A0 1a ulv8/on AM.GBbr Saww(G5)sere.w(G5) suaa lGS) USE THIS FORMULA 70 OBTAIN THE"ANCHOR <br /> uitracon CAPAGITY REpU1t2ED°CORRESPONDING TO AN HOA-No. 17-0630.01 <br /> Anehor Cfip Patterns z11. r 2•".r2 3-v8• P avr r 2a7r r �t;rr z• a46" a5a• o.;"xd• ACTUAL PRESSURE REQUIREMENT FOR THE <br /> Ed Oa Osl-IbF .•• 1-i14" 1.1N' 1-1H• 1-7/4' 1-lw 1.1i4' T -1318" 1'3'e• �nies OPENING,WHEN IT IS LOWER THAN THE MULLION F�rpiretion Data 05/26/2021 <br /> i:trb¢dmantlnL law 1-314- 1J(4" 1.3/4' <br /> xAncnara 5^hBao.c.Y(t)24sw#e3pa7(Fc.1} 336m 380ma asatea 89Dm4 t7aoros 27a555 zantm 359s f40hs 3ra5bs 7201 97915s 3a19s s4zm �00s CAPACT(Y{FROM7HEiABLE}OFTHESHELTD By <br /> MULLION.IT WILL YIELD A MINIMUM IN Minmt-Da rodact Control <br /> 4 Arclns 493E^Min Q.C.!(g2s5Aa95r•(5p¢T(Fk.2l 760 Bu 780 fDs 7901bs 18Ta Ibs 1523 Ds 540IIn 54010s WA 11201b9 7481ba 0B01W te9x Dn 6E21ha BBS Ibe 1f2D ms CAPACITY WHICH MAY BE USED TO QUALIFY <br /> BAar¢ttA 271"Mirt G.C.i(22x5 An910�Yn!(r"'0.37 t/209n 1t29 b¢ 950 Um 224636s 22b{ac WIA 8401ts WA S059Un WA 1320 @6 WP. 102216s 1327 Ita 16000¢ ADDITIONAL ANCHOR OPTIONS FROM THE <br /> ANCHOR CAPACrFY TABLE- i <br /> I <br /> FIGURE is TABLE NOTES: <br /> • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, <br /> F-1 SEE SHEETS 2-4 FOR GENERAL INSTALLATION MEfHODS. ```}}}••• <br /> 2)UNEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 1S ALLOWABLF_ j r <br /> FIGURE2: 'PV LYIJ&�''•�. <br /> 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DRIENS;ONS,SEE SHEETS 21-23. 45'-�..� � a ••......-, '�� <br /> HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125^ �'�_• tiGEN,SE.'•,C��. <br /> • • F. * FIGURES SNOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Z q': '•,�^M <br /> d)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED *' <br /> CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM h11NIMlXN OF.12S <br /> C•90.WOOD SHALL BE PRESSURE TREATED <br /> YELLOW SOUTHERN PINE WITH AN SG OF M65.ALUMINUM SHALL BE 60133-T5 AND BE <br /> FIGURE 3: 45e RAY •:�tr` <br /> • • • • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045-THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT �0 '.• TATE <br /> LEAST.125 THICK AND A36.A-L ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 61ULllON <br /> • • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,115-8 SS.OR 410 S.S. <br /> A P.E. <br /> ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAI L7Y'i3t771ty7I171570 <br /> RS. <br /> FL P.E.(5875 <br />