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TABLE 4A
<br /> Mullion Capacity Table Its
<br /> Opining Width(Tar ved(ca*spil-dro mutiots)oroponing Hoight(ior hodaxda"pmvting m AioR6)
<br /> 50h 00h 701a 801n soN iW in 1201. 14DIe 16Dh M p
<br /> Recbt�ala 7taLVTdai9, 17�teagidar T-pref-ca. Reotm9dm 7}ep7Lia69. 11mlangliar TradMana flectanHW¢ Tssa;J7dmlg. Rect®" RepTdal9. Rectaa9� 7taptTd-a. ReotoeW- Tup ilmo• pedalo, Tme[Tda09.
<br /> 650 Alum'
<br /> Losdri9 L4add0 Losece tAadr41 Loalfrlg L90drt4 Loadng Laadagi IAs Losing Laldng Leaft Lolfty Loadb9 LoWnst Loadry Issuing Laadlsg
<br /> a r a r r r n 2a b r Z, a a P. r
<br /> Tube m ., „ a v a 2 z a 1s
<br /> lywim, $ g "fry lei 11 & �? a a� 5-� g G �.� � 2
<br /> U Un V �� U � U Ga U U U Uv U Uo G Ua U Ua U U C U U lgG �~ U_ Ua U U U
<br /> �� ra s� �.� e�• �� z� � �$ �" 5� <� s� <� sg r s� �� 6 e�
<br /> so add �� �$ :z» -& -g s zs
<br /> e s'a d`a >G d`c s s' �� o: s 1 �� �¢ � J� 11 1 �a �� A. z� 20 s'1 1 s� a S e a'� z � O W
<br /> S
<br /> 426i 170.0 620 17D,0 435 170.0 744 1700 476 170.0 888 170,0 506 170,0 992 170.01 519 1700 1118 17D.0 521 170.0 1210 fAA 621 /760 1404 170.0 521 158.7 1026 170.0 S21 136.9 10W 170.0 SZ1 0 J rA
<br /> 48 in 170.0 708 170.0 624 170.0 BMW 17dD W 170.0 89'2 17DA We 170.D 1133 170.0 661 t780 1275 170.0,677 176-0 1417 iM.0 SOD 141.7 1417 17A0 5C0 127.5 14V 170D 66D 108.3 1417 170.0 BW 0 0�1
<br /> -- 50.B23 in 170.0 747 170.0 563 170.0 EM 1780 631 170.0 1046 170,0 634 170.0 1195 170.0 723 1628 1253 170.0 747 146.3 1280 170.0 760 121.9 1286 170.0 7 104.5 1286 170.0 7w 91.4 1266 170.0 750 p W Cl
<br /> 5441 170.0 787 170.0 012 170,D D58 170.0 691 170,0 ilia 170A 764 150.7 1130 IMI) 6W 133.9 1130 170.0 837 120,e 1110 170.0 D50 lace 1130 170.0 861 EGA 1130 170.0 881 M3 tt30 t70.0 881 �' on m to
<br /> W
<br /> 601e 170.0 885 170.0 701 t46S 615 162.3 761 1255 616 1444 746 T09.4 916 1323 738 87:8 GIs 123A 726 47.9 216 118.E 720 732 8t3 114.} 7!5 1ZL8 828 it4.4 776 d4,9 bib It4.4 775 _ d !-- CD
<br /> $$ 63In 15L8 83D 16t.9 710 t28.$ 930 138.9 694 100.5 e30 1232 Bel $0 = 1122 870 84A e38 101 662 75.9 M 904 556 63.3 030 94.3 649 542 630 SCI 649 47A C30 94.1 W 2
<br /> jo 86h 132.1 767 1400 650 IWO 757 119.6 835' 94. 757 106.0 624 825 75T 96.1 614 73A 757 00.1 ON 68.0 767 84.1 600_ 85.0 787 78.0 593 472 757 782 591 41.3 757 761 591 Z
<br /> j 72h 101-7 630 1080 332 84.6 aw .six 540 727 636 80A 530 all 636 722 $21 685 6W 66.5 514 50.9 638 023 503 42A 638 57.2 6W 382 636 55.3- 497 31.8 638 652 497
<br /> TBh 86.5 571 WA 498 72.1 $71 70.4 468 81. 57i 67.4 d70 64.1 Sti 60.8 47i 48A $7i $$.$ d84 432 571 St.B 459 Xo $71 47.0 4511 308 571 44.d 447 27.0 $7/ 44.6 446 05 ¢ � � r
<br /> 73h 80.0 642 82.4 474 66.7 542 70A 40 51.1 542 62A 458 MA 542 66.7 449 44.4 542 51.0 442 40.0 342 475 437 33.3 542 429 420 256 542 40.6 425 25.0 W 49.1 42304
<br /> Win 621 407 63.1 351 CIA 407 48.4 355 372 407 39.6 348 325 401 Sall 343 28.9 407 321 338 2@0 407 29.8 334 21.7 407 26.1 327 18A 407 24J 32Z 7@.3 407 23.0 319 8, F � Z co �
<br /> ID
<br /> W in 4Z.9 355 44.1 320 3d8 W 372 344 30.7 358 32.1 309 2d6 358 2 S 304 238 358 26.1 300 21.5 360 24.0 2W 17.0 358 21.0 240 15.3 WS t82 28d a LO x 1% 90
<br /> 108h 30.1 283 30.6 255 MI 263. 2d9 251 21.5 Z83 !220.0
<br /> .6 247 Tie 283 10.9 2" 1d7 283 180 240 1&1 Ml ids 271 � W n
<br /> 1117n 27.E 267 283 242 231 267 214 Z36 19.8 Z67 230 lT.O 287 18.3 23l !64 26tWh 22D 22B ?23 t+D i0.3 18.8 205 15.7 Z29 .2 2R2 O U X Q O
<br /> TABLE 48 ANCHOR CAPACITY ADJUSTMENT FORMULA: s r Z m 10,0
<br /> An bor Capacity Table bs ANCHORCAP.,,,,,,,,,, C7 - �� IY
<br /> Subs 2is Caulleie 5.5i Cape. }bSmt CMU FB+A Q4(I pTWead NNht (D?o)Xt )=ANCHORCAP._ 4 ° �-�Z,
<br /> "IV'Ell*
<br /> 'IVS9 Eta 41EEtc0 1t4'SS Etc CIO steN m23led #123:eef M(JLLEON CAP.,s,,,,E
<br /> An9hOrCOp Pagema nnchor7ypa: 3/16'Etca UlWaoon tta'63co umma 3'10'ooe utvacon Ira^Bea u:6acai PRODUCT REVISED
<br /> Uua AOoROetW unmcon A99m(latar 9amio(O5)6srew(as) 84mw(G5) USE THIS FORMULA TO OBTAIN 7HE'ANCHOR
<br /> EdW Dbbnca On7 1' birr 1' 2-1lr 3-9s 1' f 2-VT 1' 2tlx Y 3-ve• 2' 0.48' 0.59• D.Yri' CAPACITY REQUIRED'CORRESPONDNG TO AN as complyln8 with the Florida
<br /> Em$4daent{ht 1.374' 1-3t4` 1;5t-0' 1311• r 1-114' i i-Ttk• i-t/4" t-17k' t•it4" t-1/4^ 2' i-3te' 14V wn9s ACTUAL PRESSURE REQUIREMENT FOR THE 5u11ding�Code
<br /> 2 Anchom 9 4317 AIR O.C-/Sir,ad W 01I C6p(Fo-t7 3901b3 SWIM 45D t* 890 M 1644 be are Me : nOlbs 3540A 7400. 3741L. 041. Sea 51 341 fffi 4421be be OPENING.WHEN IT IS LOWERTNAN THr MULLION NOA-Na. 17-0530.09
<br /> 4 Anchc.51.15'Mh.O.G l Standmd("Celt)Cilp ft ZZ 480 M TOO 0. NIA WA WA WA 3801ta WA WA WA NIA WA 8621� 640 _ 112e 1bs CAPACITY(FROM THE TABLE)OF THE SFII=(:(FD F-uptmtlon Date OS/25/202'I
<br /> 4An.h-139'Kim O.R 1(2)W Angle Clips;(Fig.31 790ibs MOM 68D Ike 1560 the 1896'be 0401c3 560 bi WA 760100 7401h1 6W lb. 19a21be 6821hc 98 by 1120 U. MULLION.TT WILL YIELD A MINIMUM ANCHOR ..
<br /> 2Ane6as®OAS Mn.O.C.l U471p.M!0.1Z5'Ahm.{Rg-4j WA WA WA WA WA WA NIA WA WA WA WA WA WA 715 U. CAPACI-`/WHICH MAY BE USED TO QUALIFY DY
<br /> S Arxiort F-Clip O'f0.6p 19S ba loss. 225M 4451a 822 Bs .MM 140 Fb 1T78. vo We 1576. 332 i6e 4738z 770K 221 Ila 2Wlbs ADDITECNAL ANCHOR OPT"IONS FROM THE IVGam�Da rodoe4 Conch!
<br /> 2 Anoho.�l.iS W.O.C/F-tlip(Fl0.81 240W 35U he WA WA N!A WA iDO tba WA NIA WA WA^ WA 3i11bs 4420s 5w bs ANCHOR CAPAC17YTASLE
<br /> NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. �"'y CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
<br /> FIGURE 1: FIGURE2 TABLE NOTES: ��•/+' -.� 1 ow I^+-
<br /> SEESHEETS 2-0 OR GENERAL ION TAALLATION METHODS.1)SEE SHEET 1 FOR TABLESNS ON US ING THE AND SHEET 25 FOR INFORMATION ON LOADING.
<br /> 11tii1l it tt
<br /> 2)UNBAR INTERPOLATION BETWEEN MULL LNG7L15 AND7pR OPENING WIDTHS IS ALLOWABLE. t
<br /> ,,qN^.......N,y�
<br /> FIGURE& 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2750' � ��� LICENSE:'•/�4'
<br /> . ! HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, ,�,` •:tom
<br /> FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 140.58705
<br /> ANGLE CUP MUST BE USED IN PAIRS, - 4)SUBSTRATES CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ,
<br /> CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED •_�n ((^•-�/ �`
<br /> 650
<br /> FIGURE 4: FIGURES: FIGURE fi: YELLOW SOUTHERN PINE WITHAN SG OF 0.55,ALUMINUM SHALL BE 61[63-T5 AND BEA MINIMUM OF.125'
<br /> R
<br /> _- THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.GW THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT i'�•--
<br /> • RI LFAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST BscREW THREADS BEYOND 7'X2.75'X.650"MULLION tS�ONAL
<br /> THE MATERIAL#10 S#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. t
<br /> A.LYIVtt,tAILIER,P.E.
<br /> FL P.E-#55705
<br />
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