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TABLE 8A _ e � <br /> Mullion Ca a4a Table Ibs/It2 8 <br /> Opening Wldth Mrin3rlically-spanning muriions)or Opening Height(for hod2Ardallyaparinirlg mullions) 0 a <br /> W In co In TO In go In eD 1. 100 in im In 1401. 1601. p <br /> Recmrri3/lu Tnpil7Aanp Reatargdar, Traplfdait0. R4cmnprlar 'Raprlaan& Reaemgoar Thprit8mg. Rectm�9uter 7tapTnarg. Rectarguat TrapRdang. Rclan9uly T/aplydwg. ReeWgNer Tapl7darg. Rceang,pr 7r�mkn9. <br /> 126"Y L-sn9 I.n4b0 LaadnO Loading Loading LoadA7 LoadmO L.-F-4 laadn0 U.un0 Lmdllg Loading Lmdna Laadng lCadna tnadng L0adn0 LOadkV 6z <br /> n a n r n r a l_ r a r £ a a a r r ;�• r r & F n 2• a a g LL <br /> .266"ANm a„ <br /> rube Mull &� a8 a� j .� ag �.� a N <br /> a� a a� a s a� � a e am a a` ab a as a a� a a a as a a 9 a a <br /> �a 9� a� s� s� t IS _�� °_ � e €� h a@ he �� r h� o =Nk <br /> a sa !a sa a �� dE s s� 2 s� d`t'e Z W <br /> O <br /> 42 in 170A 620 17a0 435 170.0 744 170.0 476 17D.D 865 170.0 506 170.0 952 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 521 V0.0 1488 170.0 621 170.0 173fi I7aA 521 151,E 7769 170.0 521 u�u11 <br /> 481. 170.0 708 170.0 524 170.0 BW 170.0 584 170.0 9R 170.0 630 170.0 1133 170.0 661 17D.0 1275 170.0 8T7 VIDA 1417 173.0 am 154.0 IS48 17a0 680 I= ISO 170.0 660 118,1 1548 1700 6" a 'J GO <br /> N b <br /> tm.625m 170.0 747 tt00 5m I70.0 896 170.0 631 170.0�f046 170.0 684 170.0 1195 170.0 723 1700 1345 170.0 747 167.0 74W 170.0 756 139.2 1468 170.0 756 1193 1968 I70.0 756 lota 1468 170.0 758 C5 <br /> v.. 54 in 170.0 797 170.0 612 170.0 056 170.0 641 170.DI 1116 170.0 764 170.0 1276 170.0'803 1611 1376 170.D 837 146.8 1375 170.0]28.5 <br /> 1113176 170.0 851 104.8 1376 170.0 851 91.7 1378 170.0 951 �-d. CJ co <br /> Wh 170.0 565 170.0 701 170.0 I= 170.0 797 153.0 1155 170.0 878 129.0. 1153 197.4 93D 1T3.6 1150 156.8 919 1112 t1W 150.066 144.8 905 79.4 iIW 144.8 905 695 1158 144.a 905 F W to 0 <br /> 63In 170.0 930 1740 745 163.1 1051 170.0 8W 137.2 1051 155.9 862 120.1 ICSi 142.0 US 106.7 1051 132.3 837 MI 1051 125.751 119.5 822 68.6 1051 119.1 821 8a0 1051 119.1 821 d ZQQ <br /> I Y Win 167.1 967 170.0 789 139.3 057 151.6 605 119.4 95T 134.0 790 104A 957 721.6 777 92.8 937 112.8 T67 83.5 957 IW.057 100.0 750 59.7 067 08.9 748 fi22 057 69.0 748 � z J o B eU <br /> c 721n 128.7 8" 1352 698 107.3 804 1152 684 91.9+ 804 101.2 671 80.4 604 91.4 6W 71.5 804 64.1 550 64.4 e94 78.6 04 723 633 46.0 804 ass e29 40.2 a04 09.8 028 W `L :� 5 �a <br /> 701n 103.4 722 114.4 WO 912 772 072 618 782 722 eba 606 68.4 722 T6.7 6% W.8 722 70.3 588 64.7 771 85.5 2 59.5 570 39.1 722 W.7 565 3&2 722 W2 664 = fi as°Z <br /> N J M _ <br /> 2 76 in 101.2 W5 105.6 WO 84.4 660 89.6 SM 723 665 78.6 677 63.3 685 70.5 sea 552 so K5 SW 60.5 Gas 60.1 S 64.3 643 36.2 686 61A 537 31.6 685 50.7 5W � Q w r � <br /> m lrl fi5.9 515 69A A57 54.8 515 5T.5 4l9 47.1 SI5 a0.1 441 412 515 14.7 434 33.6 515 40.6 425 33.0 616 37.4 15 33.1 413 23.5 51S 30_S 407 20.6 515 9.1 404 Z N XWIn 64.3 453 559 404 45.3 453 47.1 381 38.5 453 41.0 391 33.9 453 36.4 365 302 453 33.0 379 272 453 304 53 28,6 366 10.4 463 24.3 36D 17.0 463 22,9 3561481n 38.1 35B 3&0 39 31.8 358 328 318 27.2 358 28A 3is 23.8 355 23.2 305 212 358 22.7 304 19.1 355 20.8 8 10,0 293 n U) � b <br /> 4)u <br /> III In 35.1 338 359 308 99 338 30.1 301 26.1 338 26.1 297 220 336 232 2 33 19.5 335 20.9 289 17.6 338 19.1 9 � x <br /> 12D In 27.a 230 283 264 23.2 290 23.8 260 tO.D 290 206 266 17.4 200 182 253 iSA 90 16.4 249 F c) N Q <br /> 1441n 16.1 201 1 153 186 C9 d..� z_-0 0 <br /> TABLE 88 i 2 "O>O <br /> ANCHOR CAPACITY ADJUSTMENT FORMULA: <br /> sucsuale 23K C-Mb, Aneha�C�dry Table i6s) H.D.CNU 131W C746 PT%V- I4ea1 (DP_3 X( )=ANCHOR CAP.,," O a .� � � <br /> AN(�-IOR CAP.,„, o a <br /> We Ow v4"SS Eta 976•Dc0 1/4'Sam_ O10 Stm 012sted ftt2 s1�1 MULLION CAP.,,a,,,aa PRODUCT REVISED <br /> AnOm Type we MEOW— 94.'Eto UItr0e0n 3'1C6cD ullmon 114'Ek0UM8COn <br /> AnchorCilp P.Itama UmzcDn A9grec'.at3r umacm Aggn'Aata 84�".'.-Io.) 3a"(057 USE THIS FORMULA TO OBTAIN THE"ANCHOR ns complying with tho Florida <br /> Eage Dsarce an) 1• _2-vr i• z-vr 3.10 1• 2-v7 1- 2vz 7 3I/F 7 0.46• D,5a• D.324• CAPACITY REQUIRED"CORRESPONDING TO AN Building bode <br /> Emaa .l n 13/4' 13rY 1314' 734• 2' I-v4• 7-v4• 1-114' 1-v4' 1-1/4' 1-11r 7 1-sw 13r8• Svrtes ACTUAL PRESSURE REQUIREINENT FOR THE NOA-No. '17-0630.01 <br /> -2AnCMrs�47BMin.O.C./sta+damoromeid1praIT 8WD5 393te .4530S 8901. 160W 270a. 1 2008. 3548r3 7401b 374ft 564as DwDa 3116a 44211N 560D3 OPENING,WHEN IT IS LOWER THAN THE MULLION lirxpimtio.Data0 512 6/2 021 <br /> 4 Ambm$1.15.61K O.G/StaArm is O'he0 Cep F79 4 -0BO Ors 7W f.0 NIA WA N/A NlA 3m is WA WA N/A wA wA ®2Iro 6659s tt21 f0: CAPACITY(FROM THE TABLE)OF THE SELECTED <br /> 4AIT"@'NIa.O C 1 M 25 AroL aW 10Tg 4 MbS 7m is 6B0 bs i5WIt6 19951D5 640I0S emm6 I N;A 7601M 745 ms eWm 1892as W21m BBSN6 I=611 MULLION.IT WILLYIELD A MINIMUM ANCHOR 4 <br /> 4Arcrc19�0.45'M{n.O.C.IU-Clip,ono.126'AButt p-T34) N/A WA WA NIA WA NIA WA I N;A WA MIA WA WA NIA WA 14308a CAPACITY WHICH MAY BE USED TO QUALIFY Miami-0a ro uet Control <br /> _ 1 Arctnrr F-cnp Sid 5) 1�ms 1�2. a n5 44s m- 62z ms 1s5®s 140 1. 17>'ms s701ra 16/Ix 3221E 473Iw 17D 109 2n Ms Zee M ADDITIONAL ANCHOR CPT.ONS FROM THE <br /> 2 Pncmq i.tb'MIrI O.CJ F-M 67 ZO bs 3W ba N/A WA WA WA 1m ft NIA WA NIA WA NL1 341M 442m0 660 ba ANCHOR CAPACITY TABLE - <br /> NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. - <br /> FIGURE 1: FIGURE 2: TABLE NOTES: F-1250'� <br /> ® O ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION <br /> ® ® ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. <br /> 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE `���aO.-...-• ,•21 77 i� <br /> FIGURE 3: :.• L4CEN6f•/`c : <br /> 3188' <br /> ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE ,. Q'.• .Cn� <br /> CUP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DUENSIOKAL RESTRICTIONS * No.SB705 <br /> ® e BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. .265, _ �} <br /> 7 <br /> IN PAIRS' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOWAND <br /> GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTM C-90.WOOD SHALL L !A� <br /> FIGURE 4: FIGURE 5:, FIGURE 8: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE '�•'•, p �/ <br /> '-•[ORIDP cl <br /> 045'THI K(8 GAUGE).STRUCTURAL STEEL TO AT LEAST 125'THICK ANSTUDS TO BEA MINIMUhD DA36 ALL GRADE 33�D 1.25'(13.4'VX MULLION) <br /> MULLION <br /> 70NA <br /> SN <br /> • 0 ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL (1-1l4'VF MULLION) i.........1115`` <br /> O 910&#12 ANCHORS INTO WOOD MAY BE STEEL,1 B-8 S.S.OR 410 S.S. <br /> � A LYNN MILLER,P.E. <br /> FL P.E.#88705 j <br />