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i <br /> TABLE 2A <br /> Mullion CaPOC4 Table Ibsltt g Y' <br /> Opening Width(fbrw-rticglyspanririgrntfk=)orOpentng Relght(lbrhodzanta9y-spsnringrriAcis) gIw b <br /> 501n Win Min 60 in 901r 1DOin 1201n 140in 160h <br /> Recta)tglnar TraiiTdarg ne4falgolar TmWTdaA4 Reetangaar Tntp rdalg. f�etapulat Traru7,iang, Redalgua[ TtaiYnfalg tizcEa gt3af Traptrdmg Rectm,Bsdac iraiJTdrag Redangdar Trmp eng ReCarOunr Ttapfrnan0 F <br /> 1 a 2..376 Load019 -oali'm0 Loa ng Loadng Uw m Lwdrg LaedInS Lard Loafing Lz4,g LbaGina Laad'19 tnadlip Loaning Loading t+»''no Coaling Lam" o i <br /> Atum.Tube Tig . a MulhonFp� Froa 9. .. Q- i3' .U f$ G 13 13 tB tI S} U a � >�^ t� ✓�b tJ V fla � G � (�c �3 � U t� {S C�} � () � � N <br /> 42 in 17a0 620 1700 435 151.3 662 170.0 478 129.7 682 17RD W5 1134 SM 109,5 518 IMS 682 16&9 617 9aB 6B2 lass 5t7 75.7 662 168.9 517 &kS 662 1fi68 517 [14,8 <br /> 862 tO89 p17 <br /> N J <br /> 40 in 121.5 60T 136.0 419 101.4 607 119.2 45D 55.9 5DT 10&T 403 7&0 507 1026 399 07.ti SO7 9a6 WT Sae fi07 09 396 60.7 507 99.0 398 43-4 5D7 gas SMW 507 Sag 396 � -i <br /> (l3 <br /> �624)n 10a.7 4'8 tt40 379 ✓S.4 456 ae.9 371 741 466 905 364 64.8 466 $4S 360 5/,5 456 e1-3 367 51.8 466 BQO 256 432 456 80.0 356 37.0 456 8&Q 356 465 <br /> Sgln 05.4 400 B.'3 336 71.2 400 a&9 328 61.Q 400 72-1 322 53-0 400 87.3 318 47.5 400 8q.0 315 427 400 623 31q 34fi d00 01.0 313 3&5 40Q 6f,0 313 4m 61.8 313 (_'.) W <br /> CO <br /> vr'I 50 in 62.3 324 Gas 275 51.9 324 57.5 270 44-5 324 51.2 264 Sao 31'4 4&0 2s) 34a 324 439 25T at1 324 420 255 2&o 324 4as 2sa3 222 324 4GS 253 32d a&5 2S3 � � c) <br /> a 0h 63.8 294 $7.4 2S2 41.B 294 492 245 3&4 294 ab 241 33.0 2M SRO 237 29,0 294 37.1 234 28.9 294 352 232 224 294 33.5 230 102 294 324 250 2B4 3a4 230 <br /> 6S fn 4&8 268 49.5 210 29.0 Teg 424 225 334 25S 37.4 221 29.2 230 30.1 218 20.0 268 31.6 215 23.4 266 298 212 1&5 2S8 2&0 210 15.7 26d 77.7 209 200 27.7 209Z72m 06.0 226 37.0 t� 34.0 2$ 322 fat 2S7 225 26.4 f88 ZLS TS 2S6 103 20.0 226 ?d5 i@ 1$D 225 221 180 !&0 275 703 f7! 729 225 136 ITC 225 19.6 176 W L!!g V <br /> 7e to 30.0 2@ 320 t77 2&5 9'2 Y1.2 773 21.a 202 23.8jM <br /> 1T.0 202 10.7 1&5 tis 20Z id4 163 t2B 202 t&7 ifi0 70.9 2a2 758 150 9.8 2Q2 1&e 15$ co I78 in 263 192 25.6 168 23a 192 25t 165 -2 1. 22.0 15.T 192 td7 157 1q-2 ou )as t5S 11.0 192 15.2 1S2 10.1 192 144 15D 89 192 142 i50 � Q _) <br /> SO In f&6 144 t&0 12a 15.q i44 16.1 120 - <br /> J <br /> 96 in 152 127 15.6 113 �, C Z . <br /> N <br /> TABLE2$ ANCHOR CAPACITY ADJUSTMENTFORMULA: r) CO t?o <br /> Anchor Ca ae TabIB bs ANCHOR CI(P.,,�,,,, N W X <br /> StbstraH: 27t Co ',. Sat c_. Nohow c"j Rtet Ci!&7 PT Y+�d mad (DP)X{ N=ANCHORCAP._ <br /> An:harT v 6116•Ein. MULLION CAP-1 x <br /> ypa: 9I16^f]coUBracOn 1/4"EkaUfmm� X16'OwU7faaun 114'EiooMD.. Y4"SS EIw 511VEbo 114'SSEba p103ted M2S'ted W2S)eel F- <br /> And}ior Ctip Patterns I imra4on A901eGSt. Nbecm AgIsSGatx scm(G5)Sct4 GS ficlavv(GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR G < < � O <br /> E49a 0k)ancr Gn) r z-v2• ,^ 2-vr 3-118' r 2.1Ir 1• 2-10 2' 3-inr r e48• ear c.32a' CAPACITY REQU)RED"OORRESPONDING TOAN a � Z .(n in <br /> Enbedmam tbk t-ia' t-3ra^ ta•4' 13+4' r :-t}4• 1-v4• Iva• 1-vq• 14I4• t-v4' r 1-3I6" I� 1atla1 AgTIJAL PRESSURE REQUIREMENT FOR THE �' O } <br /> 2 Andras®4.754 Min.O.C.I Standard or OOket CID,(Fig.1k 1 390(ts 390 In 4W IDS esQ lm 1644 IDa 27D um zBo ms 36d ros 746 m 37a ibs 6B4Im 548$18 341 Im 442 5ss Ssa}m OPENING,WHEN IT IS LOWER THAN THE MULLION o <br /> 4 M4n4r6 d31.1b'MIn.O.C.l SterdeM(orOThet}Cup(i7g.2x aeQ lra 700 ros 'wa wa wA NA 381 ms N+A Nu wa wq wa $az ros eBS Im 112o 1m CAPACITY(FROM THE TABLE)OF THE SELECTED O A <br /> 4 Amore@ 314b%O.C.1(21 as A,&t3tp1/(F0�3k 780 ita 739 IDS tm Ins Imo IDS IS%im 5401bs Sin iba Nth 760 is 7a8 the $800s t�'L Oce 6621ba 885 bs 112001s MULLION.IT WILL YIELD A MINIMUM ANCHOR PRODUCT REVISED <br /> 2 Amtors g0.95'Mn.aCll1{:Ilp tlt0.125'ASmt.(FIg.4j NIA WA WA NIA WA WA WA WA NIA WA WA WA WA WAI 7151ba CAPACITY WHICH MAY BE USED TO QUALIFY as Complying with the Florida <br /> i Anchor+wiptRa 5j 1951bs 1951bs 225 bs 446 ms 822 ae 1358m 140 2:a 177Im 3701m 1671m 332IDS an 17O Cne 22r IEa zs3lba ADDITIONAL ANCHOR OPTIONS FROM THE Building Code <br /> 2AnahtMOI.15'MIn.O,C./F{.11p(F14.6T 2401bs 35014s WA WA N/A WA 190IDS WA NfA NIA WA WA 1 3411m 1 4421ba I 5001bs ANCHOR CAPACITY TABLE NOA-Na 17-0630.01 <br /> NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. - Expiration Date 05126t2021 <br /> BY ,)s'rw <br /> ' 1(liam}- -duct Contras I <br /> FIGURE 1: FIGURE 2 TABLE NOTES: <br /> i 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THETABLE$AND SHEET 25 FOR INFORMATION ON LOADING, <br /> SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. (-- <br /> 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. <br /> FlGURE3: <br /> 3)MULLION AND MULLION CLIP$SHOWN ARE NOTTO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS21-23. <br /> ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000° alky LYI...AI <br /> FIGURES SHOW_SUGGESTED,APPROXIMATE HOLE LOCATIONS. (DENS �� '- <br /> ANGLE CUP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL :.'-4 F'•:(� <br /> CONFORM TO AC1361 SPECIFICATIONS.HOLLOW AND GROUT-FILLED <br /> CONCRETE BLOCK UNIT(OV..U)SHALL CONFORM TO ASTM C-97.WOOD SHALL BE PRESSURE-TREATED =,�. No.58705 <br /> FIGURE 4: FIGURE$; FIGURE 6: YELLOW SOUTFIERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL 13E666&T5 AND BE A MINIMUM 05.125' <br /> THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 0AUGE).STRUCTURAL STEEL.TO BE AT V X 2'X.379'MULLION „O <br /> LEAST,125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND %'JS jy <br /> lj:� <br /> THE MATERIAL#10&#12 ANCHORS INTO WOOD MAYBE STEEL,I8.6 S.S.OR 410 S.S. TE F V✓ <br /> 1aN1L'A i�( ,,. <br /> A.LYNtJ MILLER,P.E. <br /> FL P.E.#58705 <br />