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TABLE 4A 4 Mullion capacity Tabio Ibslft2 OportingWidth(fcrvertmI1Y-BFayun7mulicn5)arOponing Height{�rhITdzw1aJVspanNngm0ion9) 50 In 60 in 70 in as In 90 in 10D In 1201. 14D In 160 In ^ p I X Z.TS R Reetregula Rapmang. Rminigd.r T.Padmg, Rmtenadm TraPIMI-9. Remtmgdar Tmodma RmorgWa TmaR tatnna. R- nMWa ivpvi ag. Reetnnepda '6sp Tdm�q. Rectonsd r T-Ond--n9. pen-71., Tfv/T•iang. .650Aium. Looting _ lx.ft Loadna Landrg toadm9 Loadnii Lmdnq Lmdng Lan Ing Loafing Lmdng Lrafrq] Load'ttv Loading Loadnil Loafing Lend" 1--hm o� oaI � Tube TO! a a,. � � .. „ a .. a � ., a.. a � .. a alDlion asG iA R � as � s � � �� a �$ a g LIJ o v ov o 0 oOc a n ca o o c+ G O 9 3 4 6 a o cie o ov u na o oa�� ae s i or 6� € lip a z� �� s� t� z.s 5 E b°� s s .10 s€ [ E� d`� s' � ssa sa aSa � d� a�av �� a �� s� tiro a s'> c s� o s'.� z� c� al�0 z Lli 42 in 170.0 520 170.0 435 170.0 744 L70.0 478 170.0 666 170.0 SW 170.0 602 170.0 519 t700 1118 17D.0 EN 170.0 1240 170.0 521 17110 14e8 170.0 521 158.7 1820 170.0 521 138.E 1620 170.0 Ul W 40 in 170.0 703 170A 524 170.0 850 170.0 SM WILD 992 170.0 630 170.0 1133 170.0 %1 170.0 1275 170.0;fi77 170.0 1417 170.0 680 141.7 1417 170.0 set 121.5 1417 17q.0 660 108.3 1417 t70.0 600 fJ? 50.625in 170.0 747 170.0 6M 170.0 L59 170-4 631 170.0 1046 UtO 684 170.0 1/85 t70.0 72.3 1828 1266 170A 747 14H.3 US6 17A0 TW 121.9 1286 t70.0 756 t04.5 1255 570.0 ?$ 91A t2✓� 17Q9 756 C! tU O i-' 54ta 170.4 707 170.0 012 170.0 656 170.0 GM 170.0 1116 170.0 754 150.7 1130 17D.D 003 133.9 1130 170.0 837 120.8 1120 170.0 B50 1065 1160 1740 861 88,1 1130 170.0 1 861 75.3 /136 170.0 861 [C m W 99 60 In 170.0 80 170.0 701 1465 915 IeU 761 U.0 515 144.5 746 100.0 015 1323 735 97.6 515 123.9 726 $7.9 915 118.5 720 732 915 114A 715 Me 915 114.4 715 60 615 114.4 715 G i-- QD (1) 631n ista m isia 710 120.5 ED 135.9 694 106.5 C30 123.2 681 64.9 000 1'122 670 84A 030 1048 662 75.1; 8W 99.4 656 633 EM g4.5 649 542 830 8A.1 W 47A as 04A W (n L IIJ m 001. 132.1 767 1400 660 110.0 757 118b 63fi 943 757 105.0 624 625 757 ml 0/4 73A 75T q0.1 606 667 767 842 Boo 65.0 757 79.0 593 472 767 78.2 and 41.3 757 762 W y z LL.z � �U j 72In 101.7 638 100.E 552 94.0 636 91.0 540 72.7 636 60,1 530 510 636 72.2 521 56,5 636 66.5 614 53.9 636 623 508 424 636 572 690 362 636 55.3 407 31.8 635 S52 497 J (,} 70h MS 57S 90.4 498 721 571 76.8 458 61 771 67.4 470 64A 57f 80.6 471 410 571 5CS 464 432 $71 51A 459 360 Z71 47.0' 451 309 V1 44.6 K7 27,0 671 44A 416 N a =4 78 h 00.0 542 83.4 4A 66.7 542 70.3 465 57.1 642 62.1 456 50.0 642 66.7 449 44A $42 51.0 442 40.0 542 475 437 333 542 42.9 429 250 542 40.6 425 25.0 042 40.1 423 ? Z O 4 N 93 h 62.1 407 U.7 361 43.4 407 4S4 355 372 407 39.6 349 925 411 11.3 341 28.9 1,07 32.1 =8 25.0 107 2a6 334 Z1.7 4D7 28.1 327 ISA 407 24A 322 10.3 407 23X 319 ¢ Z 2 93m 428 358 44.1 320 358 58 37.2 314 10.7 358 32.4 349 2&8 3$3 Z8.8 304 238 358 26.1 300 21.5 750 24.0 256 !7B 350 2.q 289 15.3 758 192 284 n. X '8"0IT 20 106h 30.1 233 30.6 255 25.i 2B3 25.9 251 21.5 20 22.6 247 166 263 its 2" 18.7 283 18.0 240 15.1 ZW 10.5 237 � W t0 ill In 27.8 267 28.3 212 23.1 Z57 Z3.8 238 18.8 287 20-e 235 17.3 287 t8.3 231 '.5.4 267 10.5 22B � � 4y 120 k1 2i0 229 223 209 18.3 229 199 295 15.7 229 16.2 z (,) X Q TABLE 48 Anc2lar e. Taht6 bs ANCHOR CAPACITY ADJUSTMENT FORMULA: ppa 9 a m O 6uMnatC 23k CLl MtB 3.5k Cano. lbu-CMll PEW WIT PTWmtl will (D?e)X 1/ANCHOR CM.,p,,,,,,r1 ANCHORCAP_ v X @�3� 5f16'Sbo 114'SSfta 5127ek 174"SSEIco Pasted 41ZS" D12 S:ed `MULLION CAP.,e,,,""/ E .2 m Oti 1�- AmbwlypC d/t6•Eao tlibaoon tsi'6ca Uibrtr vl 3/to Efoa Uar4o.n 174'Eeo Uua.a1 AnmCVor Sense(05)8-(GS) Sa x(G5) USE THIS FORMULA TO OBTAIN THE ANCHOR PRODUCT REVISED AnchorClIp Patleme uaapan A9pmGiinr usmpan EdOa D6Unra{hX 1' errs• i• atrr_ 3-u6• 1• I atrz• r 21rr 2• 5-va 2" q.4a" D,64• u.32t' CAPACITY REQUIRED"CORRESPONDING TO AN as complying with the Florida EmbetlmentM 1-3V4' 13N" 13/4' 1•914' 7• 1-11r ' 1-114' 1-1/4' 1.1/4• i-V4- i-1W Y 1Y8• i-av uat. ACTUAL PRESSURE REQUIREMENT FOR THE Bul{tlin9 Code 2Anck Q4.75•AOn.O.C.75tudador COnMOip{Fig 1), 320 Ms 3W Ms 45001s 000Ms 1644hs 2I01bs , 2801h5 3541te 7401b 1m w 46 ro n 3744lbs 9e 3411M 442 On he OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No. 17-0630.01 ,a 4 AmMn@l.15'Mn.O.C.I Standmd(or 015et)Clip Fm.2t 480In 700 Mn NIA NIA N"A NA 380ibs WA WA WA NIA WA 632 to. B85 _ S720ths CAPACITY(FROM THE.TABLE OF THE SELt-UrEO Expiration Date 05/26/2029 4Analrorn 113-Mi..O.C./(2)WAngM Clip./(Fig 111, 780 Ms Tan Ms 660 Ms 1560 Ibs 1896'bs 540 Ibs 56DMB WA '160It$ 740 Ms Len It 18921bc 6821b. 985 b9 1120IM MULLION.IT WILL YIELD A MINIMUM ANCHOR 2AMhom N OAS'MA,O G 70-01P.Ielo./25'Ahm.(Fil 4T WA WA WA WA WA WA 1111 WA NIA WA WA tUA t0ARA 718W CAPACI-Y WHICH MAY BE USED TO QUALIFY BY 1 Mwlnr/F-0IIp(FAO.S) 195 Ms Ins In. 225 Ms 445 Ms 62210s 135 Ms 1401M 1T7 no 3701bs lei in 3321bs 4731W t701bs 2271E 280 Ms ADDITIONAL ANCHOR OPTIONS FROM THE ami-Da rodue{-Con{tul 2Annh-@1.15-W.00t F{ilpft,8t 240 Ms 353 an WA NiA WA WA 1a08a WA N/A NA WA WA 3411ba 442. 56n MB AN ADDITIONAL TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24, FIGURE 1: FIGURE 2: TABLE NOTES: 1.000" �•-- �� * 1)SEE SHEET 1 FOR INSTRUCTIONS AL USING THE TABLES AND SHEEP 26 FOR INFORMATION ON LOADING. I� ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. l l 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. will l!// FIGURES �� Jt0 .......N��fr�i! 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSION_,a SEE SHEETS 21-23. 2750" Y�4':- UGENSF'C� ' ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-2a FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. NO.58705 ANGLE CUP MUST BE USED IN PAIRS. - 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED al ; " '"U CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE TREATED FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" -•O ATE O .'•�� THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT " �(/ THEM 125'THICK AND A36.ALL CHORS INTO INTO METALS TEEL,ITEND A7 LEAST 3 SCREW TFIREAL75 BEYOND 1'X 2.75'X.650'MULLION 'i SrS'' DR10P,:•�� THE MATERIAL#10&912 ANCHORS INTO WOOD;viAY BE STEEL,18-B S.S.OR 410 5.S. J01VAL i�� A.LYNN MILLER,P.E. FL P.E.#53705