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TABLE 9Aa,
<br /> Willon Capacity Table(lbeire) a 4 u
<br /> Opening Width(forwrt30altrsparaeng nugens)or Opening Height(forhorizonta6Y-4parang mtlgors) 4,r Gt
<br /> 601n wl1 7014 sob BON NO IS 120 in 1401n 16D 01
<br /> Redmwlar TmplWnG, Reuwwhr Traprrdsoq, Roetmg�dar Ta#Mng. Rmlanggear ngvT0m0 Reel."' rmplTda"'. RcaWauwr TraprOtmg. R9etar10WaI 7 O
<br /> 1,X X 32d yu Wfiana. Reot4&.g T L..di n4 Reo140Gular T L..ftng.
<br /> X.100 �� CoaAnB L4adna t.Ww.y Laad180 LovdwO tnadn0 Lcadwg 1pading Loao7nG lnad9,g LaadwO Lopdbq Lcodlnq La941ng Loading Lmdhq LaadnO
<br /> Alum.TubaTHIN
<br /> ggg. _� +3MI
<br /> � r �g � �' U t5� A aL
<br /> 11
<br /> Th1h
<br /> 421n f70,0 620 1740 43S tree 744 free 478 170.0 GAS ; 608 Irmo 092 1740 $19 11" 1176 1700 521 157.3 111e 17MO 521 127.7 1148 170.0 521 109.5 1110 170.0 521 95B ill$ True 62, a � w
<br /> w
<br /> 48 in 170.0 708 170.0 524 1740 eSD 1T00 584 167.E 978 1m.0 630 7487 978 17¢0 681 1301 870 17D.0 97T 1R,3 978 T700 880 p7.e 978 170.0 D80 038 918 i70,0 880 7¢3 076 t740 880
<br /> 50.eZS 01 1740 W 1740 503 170A ON 170.0 831 150.7 927 170,0 604 13LS VT 16B5 708 1t72 W 459.f AGO 10&6 027 tb&3 6W 8T3 927 ib&3 895 73.4 927 1503 05 HS,9 S27 f5&3 606 w
<br /> 64M 170.0 707 1700 612 754B NO 170.0 891 1325 80 163.8 633 115.0 B69 141.8 BOB IMe ASS 134.0 S60 SW 869 129.E 864 T7,3 60 12&0 02 66.2 060 12& 052 57.9 BAH t2&0 652
<br /> 60 to 1432 746 169 834 fi44 748 1323 820 1023 746 117.e 808 88.5 740 W79 699 79.8 748 101.0 692 71.8 740 68-8 687 60.7 78S 913 663 512 748 83,3 583 44.8 748 933 d83 a LO O C77
<br /> 031n 123.7 671 132.0 AM 103.1 077 1132 Ra 09.4 AT? 100.4 05 77.3 677 01.4 US 63.7 677 85.2 539 61.9 077 81.0 B34 51.e 677 77.0 520 44.2 977 76.7 6" 30.1 677 76,7 520 TO Q)65h 107,E 617 114A 630 a&T 617 Or.$ 519 76.9 617 0&0 500 67,3 Oil 78.3 BOO $9.0 817 728 494 5%3 817 68.7 409 44A 617 64.4 403 38.4 all 63,7 4a2 338 817 63,1 482 z
<br /> 72h 82A 510 87.1 460 8¢i 518 742 440 60.2 BIG 652 432 Sta $10 68.8 4W ASA 510 64.2 419 41.4 618 607 414 34.6 510 49.0 403 29.01 518 45.0 405 25.9 610 4&0 405 2 z CO m
<br /> E 76 in 70A 465 717 4OG SB7 465 S20 338 60.3 405 S49 300 44,1 465 49.4 304 332 465 45.3 378 35.2 4O5 422 374 244 465 3&3 367 1 25,2 406 3&5 3W 220 466 392 363 J p
<br /> s
<br /> 7821 652 491 800 $38U71K3 Mf bT.T 370 d8.6 d4S S08 37Z 4¢& 4dt d5A 366 363 44f 4f.8 380 928 44t 3&7 356 272 441 948 34q 23.3 4d1 33,! 348 2¢4 441 327 346 a u XZ
<br /> LIO42.4 332 433 332 314 209 30.9 322 323 284 20.5 332 28.8 280 23.6 332 28.1 278 21.2 332 24A 272 17.7 '332 21.3 260 18.2 332 19.6 262 13.3 332 10.7 260 a 56.0 291 35,D 291 30.9 268 25.9 291 2&d 252 2f.9 24/ 235 2A8 f9.4 291 213 2d8 !lb 29! 79.5 2dt i4.8 29t SLt 238 t23 291 i&8 232 Z Q
<br /> 24.8 230 2&1 230 2f.1 205 17.5 230 1&3 20t 15,1 2001B2 t98XZ
<br /> 22,6 210 2&1 tie iq.4 10d iq2 216 1&B im I4.T 270 14.D t9R a- (j? f(}S�q Na
<br /> 17.9 181 f&2 170 14.9 181 15.3 167 c W N 61 a o
<br /> (7
<br /> X Cf) rn
<br /> N
<br /> U Q 1
<br /> a n..." z
<br /> TABLE 98 ANCHOR CAPACITY ADJUSTMENT FORMULA:
<br /> Anchor ca acity Tahiti bs) o .�'�
<br /> SAW. z7kCOm3:10 3.5kconc. HtR--C6w PAted6AtV PTMd Mewl { ) (ANCHOR CAP.:,-)3 ANCHOR CAP.,a, U � a d•���
<br /> 5H6'EUx i/4'98 Elea SItB'6wo 174.6s Et40 pul 51ee1 O123tee1 81261ed DR- X`MULLION CAP.,.a„ /a
<br /> Am7oXTypo: 31f6•�c0UO0can t/4'EbaUltrman 3l16'eaowmaan usElooDlncon PRODUCT REVISED
<br /> Anchor CLIP Patterns t9tmoon A9meaalcr t flr m ACMeOotor Screw(G5)6r4Cf7IG5) Scrav(G57 USE THIS FORMULA TO OBTAIN THE ANCHOR as eamplying with the Florida
<br /> Elbe anten4e tint P 2-172' t• 211r 3176" 1' 2-U2• t• 2.11x' 2' 3-(!6" 2• 8.46• o.5a• 0.324' CAPACITY REQUIRED"CORRESPONDING T4 AN gui(d(ng Carlo '
<br /> F.m1>9lmdnt pn7 144- I-W4• 1+Y4• i+O41 r 1.114' 1-114• i-iw 1-114' 1414' !-V4• 2- t318" 11w ladca ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01
<br /> 2Ancaam O 4.W M&OF,I alendbd a Ot601 alp(Fig.t)39023 390 6n 450Ibe BOO ws 1644 ma 270Ibs 200 tha 354 irs 740 Hu 374 ft W4 fts Ste Ies 91 Z. 442 MS BAD We OPENING,WHEN IT IS LOWER THAN THE MULLION
<br /> 4 Andwmt LIV M4 0.0.IStandaN(orON41)aip(Mg.21 48D%I- TOR On WA WA NIA WA 38016a NIA WA WA WA NA 682 roe 685Rib 1120&s CAPACITY{FROM THE TABLE)OF THE SELECTED P.7SPirol3an Oat 512612021
<br /> 4 An.,11 3'M&CO..G.1(212rS Angie Clps i(Flg-3t 780,yg 7801bs 68D lbs 1660ib4 1896 lbs 6401es AGO 1. WA T89 a v 748lbb am%. 1842an 682 ar3 US lb. 1720 Es MULLION.IT WILL YIELD A MINIMUM ANCHOR 11 '..
<br /> 3 Ans1taa 8]054'Min.O-C.7 V�Gip,bto.100'Alum.(FIG.4j NIA WA WA WA WA WA WA NIA NU NIA NIA WA WA NIA 0501h3 CAPACITY WHICH MAY BE USED TO QUALIFY NLni ' Product Con of
<br /> i Archar/FCp 6'7B.5j 19687s t93 an 225ms 4454. 6720n !35'ba 1409. 177frs 1 37016s 1S703 332ibb 473 gts t70ws 211 th 230 tea ADDITIONAL ANCHOR OPTIONS FROM THE
<br /> 2 Anal- L15"Mat O.OJ FOlp(Fig.et 240aa 3501ba WA WA WA WA ISO Z. WA NIA WA MIA
<br /> WA 3/1163 M2Ih5 SBO lb.
<br /> gNC(IORCAPACITYTABLE,
<br /> FIGURE 1: FIGURE 2. TABLE NOTES: t 250"
<br /> 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, t(111 171/
<br /> FIGURES: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALP.FOR EXACT DIMENSIONS,SEE ti�A 4NY�YNN
<br /> - 3.25V 3.25vw ^�+.• h1V
<br /> ANGLE SHEETS 21-23.HOLES 7'O HE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS `� t,10ENSF'•, i
<br /> CLIP MUST SHOWN ON SHEETS 2I-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
<br /> Q • N PAIRS.USEDBE 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 7}Y• Na.587Q$ '; �.'
<br /> GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL
<br /> BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL SE g
<br /> FIGURE 4: FIGURE 5: FIGURE B: -"A �CfQr.:
<br /> 1083-TS AND BE A MINIMUM OF ACT THICK.STEEL STUDS TO SEA MINIMUM GRADE 33 AND %O'• A-(E
<br /> Y .045"THICK(18 GAUGE),STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL ,tp0" ,100• ,(Q
<br /> . • M ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1,26"X 3,25"X AOT 125"X 3.25-X.100" ,���
<br /> #10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FOR MUW Ot4 FOR '77;_�/OIINALty1��•f �
<br /> FIE-D•MULLED UNITS FACTORY-MULLED UNITS A.LYN 2 M111Itt11IP.E,
<br /> FL P.E.#R 58706
<br /> .d
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