Laserfiche WebLink
TABLE13A <br /> MunionCn ac' Tablo I s g <br /> Oponing Width(fx%*rtic3P)1Sparrdrg muTic s)or Openbtg Holght(tor horimnfaiyapnsvirg rm401xs) <br /> so N 601n 70 N 80 in 90In 10010 120 N 140 in 1801n <br /> Rac'.nngdtu Tmfi Giag. t2actangaer 7tapfhian9. Reclnr•Wlar T1an'Tdaffi. Recla11g�4ar TrepiTEalg. Rectp1v- T1eplTdsng- !?edarg�dar 31aM0aOg• 12o Qr Tn4dT1242• Reetalgdar TwpTTdang- ttecFuna+la ttaplDiang -• <br /> 2 z6X.2fi Lmlm taadag Loafing Leafing Loafing Loafing •L-dw Lo4d71g Laadag Lnaft L®d09 Lagdas9 teadn9 Loafing taadng Laa&alp taa6ag Laadif0 1r W <br /> ;e <br /> Alum-Tube <br /> MutDan <br /> s3 1'$ v ci a a <br /> 42 in 170.0 '00 170.0 435 ITO.0 744 170-0 478 170,0 80 170.0 606 170.0 992 170.0 518 170.0 1116 170.01 521 170.1)1 1240 1700 621 TMO 1488 170.0 521 170.0 1726 170.0 521 170.0 1083 170.01 621 1 O <br /> 48 in 17a0 708 tTRO $24 170.0 850 570.0 584 90.0 992 IMO 630 l70.0 1133 17" 661 170.0 1275 17MO 677 170-0 1417 17MO 680 Ih.e 1700 17MO SW 170.0 I983 t70.0 600 170.0 ZW 170-0 68d � � � <br /> 50.625 in 170.0 747 Vat SM 170.0 US 170.01 631 170.0 1 1046 170.0 604 170.0 1195 170.0 723 170.0 1345 ITMO 747 170.0 1494 170.0 756 170.0 17W 170.0 7W 170.0'2092 170.0 758 170.0 2331 17MO 756 <br /> 541. 170.0 797 170.0 812 170.o 0% 170.0 691 170.0 1116 170.0 754 170A 1275 170.0 803 170.0 1434 tTO0 837 1700 t694 M.0 858 17D.0 1913 170.0 561 170.0 Z231 V0.0 861 17MO M170.0 801 u m C>O kO <br /> 4in lTDA 855 I..O 70/ 174A 1063 IRLO 1 797 1700 124D 110.0 879 170.0 1417 17MO 944 t704 IS94 Van 998 170m Im 170.0 ton fl00 1 2125 170.01 1083 170.0 2479 170.0 1063 170.0 2833 170.0 1063 � � (O � <br /> 63In 170.0 030 17ED 745 170.0 1116 17110 850 1704 13M 170A WO 170.0 1488 17MO 1015 110A 1613 170.(1 1070 17OX Ian 170.0 1122 170.0 2231 170.0 1169 ITOA 2603 170.0 1171 170.0 2070 WO.D 1171 2 <br /> F 88N 770.0 974 1170.0 T69 1700 1169 1TO.O 9M 170A 1364 170.4 1002 170.4 15W 17RO IC86 170.0 1763 170.0 1155 170,0 190 170.0 Vill[17 <br /> 2338 170.0 1275 170.0 2727 170.0 1288 170.0 3117 17U.0 1788 2 Z m <br /> C 72N 174.0 I- t70.O 678 17OO 1275 170.0 SON 170.0 1488 170,0 1125 170.0 1700 170.0 t718 17" IS13 170.0 t31fi f70A 2125 f74.4 t387 2550 170.9 1488 f70A 2875 174.0 t529 i7R0 3400 170.4 <br /> '1 10 <br /> 78in 170.0 1122 170.0 937 1700 1346 170.0 1080 VOA I570 17MO 12DO 170.0 1794 17MO 13M 17MO, 2019 17MD 142t 170.0 2243 170.0 15M 2692 17R0 1029 7To.0 3140 170.0 16% 170.0 3589 770.0 1705 a J $ YTS <br /> II Z <br /> M TO to 170.0 1161 170.0 W7 UO.0 IWi 170.0 1116 170.0 1611 170.0 12W 1TO.0 1042 170.0 t369 UD.0 2072 17D0 1474 170.0 2302 170.0 1564 2763 170.0 1700 17DA 3223 170.0 1TIT 170.0 36S3 170.0 1798 ¢ J .~•- <br /> J <br /> 901n 170D 1329 170.0 1144 170.4 t594 170.4 1329 InO 1859 17" 1498 17QA 2125 170.0 1553 RO-O 2397 170.0 1793 170.0 260 170,0 1018 3188 170A Z25 156.0 3413 170.0 2273 1365 3413 170A 2361 Z -Z Q N <br /> 90In 170.0 1417 t70.O 1232 V0.0 1700 17G. 1434 170,0 1983 t70.0 I7322 170.0 2257 170.0 f794 17gA 25S0 170.0 19S2 170.O 2833 170.0 2MS S199 170.0 2330 t37,1 3199 IW6 24TO 120.0 31" IMI 242Dz108 in 170.0 1594 17o.0 1409 170.0 1913 174,0 I647 170.0 2231 170.0 1870 170.0 2560 170,0 2075 164.8 2781 17&0 2271 140.3 2781 151.9 2333 2781 140A 2281 1D0.0 2781 125.9 2234 SZ7 2781 116I h, � N u1 Oittfn 17aA IWO 170.tt f454 tlti.4 1066 170.4 1700 170.0 2293 170A ISM 170,0 20M 170.0 2149 151.6 2532 t023 27A5 138A ZB32 148.4 2218 2012 120.4 2168 6/.8 2632 f15.1 2128 85.4 2832 t0a cOv X,1to <br /> W in MID 1771 170.0 1586 170.0 2t25 iTd.O !8� t51.4 Z252 I5&9 1991 135.1 7152 ld1,4 l98d 12D-t 2252 12T2 i938 t08.t ?2R 118.i l915 2252 99.6 1872 772 2252 869 1838 67.8 2252 81. X <br /> 144N 125.1 1564 126.6 1445 I. I. 108.1 14758a,4 1564 915 1407 78.2 1569 80,T f390 6a5 1664 72.3 1371 628 1664 65.7 1358 521 1564 �.0 7330 44.7 t564 d92 1305 39.1 1664 44. Y Q�LN z-0 <br /> TABLE13B ANCHOR CAPACITY ADJUSTMENT FORMULA: � �gga 4 �m� <br /> 9ldahate 2.7k tam4ew AnchorSt Cara. Tattle t#ruoucMu FOled cb0l PT ttrood M0W (nP.m)X(ANCHOR CAP-,g,,,,e,)-ANCHORCAP._ <br /> 5r16'FJco 1/4'SS Elco WIV Eko IW&S Eko 010 Sled 712 Sleet 012 Steel l`MULLI ON CAP.,,,,., <br /> AncharT)pa ans E>ea ulbaern 1w•Elw lawa<m 271c Efco 131ra4on tr4'Etea.11lwaan PRODUCT REVISED <br /> AnehorCGp Pattems 191iacwl A�n:Gabr U9recgn A001eGeNr screw(G5)Sema(G5) 5usw(G51 USE THIS FORMULA TO OBTAIN THE'ANCHOR as eomplyln9 with tho Florida <br /> Edge�taclnoe(m) t' 2-Ur 7' 2-12 ta-' 3-I 1• 2-1m 1' 2-11W 21 3-te' 7 OA8'• , 0,W 0,124' CAPACITY REQUIRED"CORRESPONDING TO AN Building Code <br /> _ Embadmalt(ray I-W taro• lara• sara• r 1-trae taw• I-Ix• I-Ur I-v4' i-v'r r 1-3r9' I idle- wdaa ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 <br /> 2AaahO.(M'.75'Mh O.C./StswaM or06et CBp 099.1&2): 3908a 3909» 4501. M01os 16441W 27016s 2801bs 364Iba 740 Ns 374lba w4bs 9d61W 3411W 4421bs 019 OPENING,WHEN IT IS LOWER THAN THE MULLIDN Expiration Data 05126/2021 <br /> 4AnaMa4.68'MhO.C.I Stsndorl(or OQsei CIO(Fig.3): 780 R. 7m Ibs goo fhe 1780Ibs 3232 fbs 540 rm 560Ibs 708 ft 1480 an 748lbs 1272 tbs 1892 ibs M2168 805 no 11201fx CAPACITY(FROM THE TABLE)OF THE SELECTED <br /> eAnct-@I.7PMh0.C,StcndvO(orMe0CI0(Fl0.4k 1100)bs unit lW 10101tn 25958d WA WA Ritfbs NIA 1a651bs WA WA WA 1363bs 177D IW 9400a MULLION.IT WILL YIELD A MINIMUM ANCHOR 1% <br /> 4 Anenaa p$3•WA O.C-7I2)245An01s Cfps T Fg.a nob. 7801ba 68o be 1501b. Sagg I- 5(01bs S6o 1W WA 760lbo 748 ibs 88o1G1 1992u 882 pu m5fts 11201W CAPACITY WHICH MAY BE USED TO QUALIFY Nic ade duel Control <br /> 8 An4h-@ Y Mtn.O.C./(2)2s6 Angle Cips f F1g,6): 15601bs 1560 Ibo 1360 Its 31201os 3T92 its 1 1000 fW 7120 fbs WA 1520 iW T4e6 tW 17W Loa 3784lbs 1301bs 1770 no 2240 ibtt ADDITIONAL ANCHOR OPTIONS FROM THE <br /> 12 AWhws @ W Mh O.O/M 216 Angb COR f(p)g.7T ION Ibs 21001W WO Bn 3/e0 0a WA WA IN "S WA /500 itm WA J141A WA 2W me 26541W 3300 IW ANCHOR CAPACITY TABLE. <br /> 4Amhm g 1.34'Man.OF/U-d1p•wo,125'Ah n.(Fig ft WA WA WA WA WA WA WA WA WA WA WA WA WA 1430 IW <br /> 8A.,1=4 O.L4'Wn.0.C,t OA)p,W..725'A7am n,ft WA WA WA WA WA WA WA WA WA WA WA WA WA 2861 f5s2Amtb @ 4.68'MN.O.C]F47p(Rg.IO7 990168 390IDs A50l6s 890 Ns 1bi60o 2701W 2W 1W SM Ns 7401. 374 iW s 8'T en '34115s 4421m NO 0. <br /> 4AncMxs 401.T7'p1k1.O.CI F-Ctp(Ag.11T ;Oft 700 lbs SOS 1W 12981bs WA WA 4701bs WA 533 IDa WA WA WA 682IW 60S 0e t1201W �50• <br /> NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: <br /> FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE e: FIGURES:FIGURE IO: :GURE 11: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON <br /> • • ° • • + • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \tt T7 7 <br /> • • �.� p�1Y LYNA( ' <br /> 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDTOR OPENING WIDTHS IS ALLOWABLE & • +:�yC�!:1,10ENgF ��� <br /> • • • Q ; <br /> 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS '•-� :• <br /> • • • ° • ° ° • 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON 7!t: No.58705 "• <br /> FIGUR55: FIGURE 6: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. <br /> ANGLE <br /> • • • • • • • o CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED f •-: <br /> (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED -"0 ATE <br /> • • • • • • • • 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE 6063-TS AND BE AMINIMUM OF A25' i�� n'C OgtOP,,•'• Q, <br /> MUST BE THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045-THICK(18 GAUGE).STRUCTURAL STEEL TO ��is44 Gti <br /> t ♦ • t • • • • USED IN <br /> PAIRS. BE AT LEAST.12fi"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2'X awl X. A.t/y - <br /> THREADS BEYOND THE MATERIAL.410&#12 ANCHORS INTO WOOD MAY BE STEEL,1B8 S.S.OR 410 S.S. MULLION 'I I`Yf44rx P.E. <br /> FL P.E.#58705 <br />