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� 4 TABLE 4A - Mullion Ca:axi Q. p Oponing Vlr�dW(frn'teAiraOy-SPa•'YdR7 nafllors)orOpanin9 Halg1.-1 inrinttdalF}sp�'ating rslltdarre) 160 In + lODin t20 in IWh � Ur• 80 in 5E1 hx Ftncturr9Un0r 0 hTrapi'TaztrB. RmtsnerTs7r 0 ina LoadmH IuedcrHd TrvTTaonB• tiactsr6� toadn9 TtnR0acsn,0ttecnngrlar TreWalt, TroSJ18 wullng 1 X 2.76 x H 4�Hla 1ta�nn9. Loar�6 Laodr.9 ��v L.-d" 2 N U cB U Tubo %aa 'c.. o c Z W O S MulGan _. yyqq t}o a a - -� am g^�y 5 &� k � < "� •�� ' s� a ga s3� �c � � � 2 i s 2. 1 z a `d a w s a rc ,30.8 162D iJa.O 52t S U) S 421n Y70.0 620 170.0 435 -1T4.0 744 t7a0 478 1Ta0 88H 170.0 S96 170.0 Bsz f70.0 I S19 17a9 1118 170,0 521 170A 1240 770.D 821 17a0 HBH 7T0.0 521 158.7 t820 t70A o o W A81 t]0.0 7n8 170D 324 179.0 850 17aD SM tda0 982 Y74.0 63D t7A9 1531 ST7.9 66t 170.0 7275 176.0.6T7 170,0 1417 170.0 o'EO 141.7 1417 f70.6 6¢0 i21.5 t417 TIO+'i 6¢4 198.3 5417 170.0 Si80 a [C 0p 898 f70.D 83t 17a0 tOd3 l70,0 884 179.0 t13S 170.J 72] 1826 t2B8 170.0 747 146.3 ;ZW 170�6 056 1 C$ 1130 t70I 861 08.t iS34 170A 86i 75.3 it34 S7atl 881 CDe 50.825dr i7A0 747 170.0 583 17. r� to 5i tt 1TD.9 75T 170.D 6f2 t7D.D B3H t70.D Gal l70.O it t6 S79A 754 150.7 tt30 1711,0 803 1318 1730 170.0 637 120b S 60 in 179.0 685 170.0 701 t4H3 BS5 1823 781 f25.5 S15 t44.6 746 f0A.6 91S 1323 7]8 87.8 815 Y23.0 728 8T.8 915 1f8.5 720 T32 515 tt4.{ 715 828 8tS tit4 MS 54A 616 114.4 T � � �P � H3 in t5i.8 811 lB4A 7f0 t28.5 030 1?8.8 b'D4 1P8.5 030 l232 Hat 84.8 030 7122 610 BId 810 t04A 861 75.v Ran 98.4 85H 53.3 839 Bob H48 Sd? 834 9R7 7H9 47.4 ¢]0 94.1 648 a J � 6Ph 732t 767 140.0 650 ti9.4 7ST 418A 83fi 94.3 75T 105A 6¢4 825 751 BG1 6.4 73d 75T OH.t 608 86,0 757 841 HOD, 56.0 757 78A S93 d72 757 78.2 581 41.3 7ST 701 591 N Q r' 72h S01.T b'� i4ob 552 84.9 636 9SA S40 727 836 B4.1 S14 63.8 63H 722 521 5d5 63S 66.5 514 50.8 W8 823 SW 42d 836 672 504 36.3 636 S5.] 487 3tD 836 551 437 Z J7H tt H6S SM W.4 4BH T27 SM 78.0 88 et. 371 ei,i 479 54.1 571 80.8 71 542 5531..50 4d2 4q6 5374t2 5457.85 4d5397 ]3e3A3 557412 4472.Ds 4452st 329888 5571 44.8 447 27.0 571 14.5 F ZQ O 4 ZQ CV CCpO 80.0 542 $1,4 474 6&7 542 79.5 4S`r 57.1 342 6¢.1 45Hbah 542 '1 4{9 A4d 7a7,0 31d 1 322 163 40l 27.0 318 On` X.4 "p_O 11 A $ TB h r 83h 525 49T 63.7 30t 43.4 4W 4S4 355 772 A0T 3H.8 319 $25 46/ 35.3 343 28.9 407 32t 338 ZS4 BH to 428 350 44.t 1za 35.8 358 37.2 314 30.7 338 32A 309 28.8 35$ 28.5 364 238 750 26.t 309 27.5 ]59 24.0 266 iJ.9 358 21.0 289 t5.3 158 181 - ® � N . � 25.9 231 21.5 283 226 247 t&8 28D 19.9 NO tS,i 2H3 tH.S 217 X 2- 1&7 283 18.0 O 10881 30.1 281 30.H 253 25.1 2H3 Is 1St In 27.8 297 28.3 242 T31 267 23.0 230 1s8 287 2J.0 235 l7.3 287 t8.] 2M .4 267 18.5 228 F2 (L '5 - i20!n 220 228 223 208 1a3 22B ts.0 205 15.7 229 76.2 N2 ANCHOR CAPACITY ADJUSTMENT FORMULA: O o m (ANCHORCAP.,,,,,...,, ANCHOPCAP.- 8 � TABLE 46 Anchor ac TabEe hs RIM WEI piiNana nbetat (DP,w}X\MULLIO•-'�'OAP.,.,,..,.�_ 3.SkCunt follow CMU pRODUCT�Y,S�d snmerate 2.Tk Comict3 U4'SS Etm 3116'Eica 114'SS Eka MPs 9t2sxe! allsetl USE THIS FORMULA TO OBTAIN THE'ANCHOR as eomPlYing with the Florida 5ne•Elm yt6'Elos Uldac4n v4'tico U124a1 AvgrcCslur tterac4n A4proGntnr screw(G5)6aaw 1051 eaves(G5f CAPACITY REQUIRED'CORRESPONDING TO AN Building Cade AneixrTypa ]tIV E&o ut7men iM•9eo lAdrteas t47a:en 2• ]-v6• 2• o.4H• 9.54• o.32a• ACTUAL PRESSURE RFQUREMENT FOR THE NOA-No. '17-0630,01 AnchorCUP PaV=S z-trr 3-ve• t• ! 2->n' P 1.,ya. 1y9- waca Elva Dutmroe @7k t- atrr r b9 OPENING,WHEN IT IS LOWERTHAN THE MULLION Expiration Date 05i2612D21 EmlxAmentM 1aH' tati• ta/4• 1.1/e ? I-t/4• t-114' t•fr4• 1-tW' 374fIDs ware tNH 2a 341 ros A4z ita ltzo ms CAPACITY(FROM THE.TABLE)OF THE 5FJJ:(%fED f wp fYA 3sP Hsc wA wA WA NIA sn5 MULLION.IT WILL YIELD A MINIMUM ANCHOR BY 2AnaMR N 4.75 Nin O.c./swdud ar 48tM alp tFla.tY o�8D0 A W hs td44 ibs 2T4 tds ; 2891ta 3541la 74o CAPACITY WHICH MAY BE USED TO QUALIFY MiamO-Da r0ducf Conhof AAtcfms®t.7S•Mh.O.G/standmi(orOltscti tx'D tDB-2S _ WA NIA ft MShs ADDITtCNALANCHOROF'TlCNS FROM THE dNtclrossRS'h8n•:T.Gt{21>xSAn8laC4gx!{Fl8-3X 780IDs 7$Olcs 6HOIds 156t!�8 1898'bs 54915s 600LLs AAA 78OAOs 7�A 330b 7473I 6Tofts 8851s 1 tUA NTA WA tUA WA WA NBt NIA f9A wA urn 105 4+20s 560 us ANCHOR CAPACITY TABLE 2Axhms�0.45'Mn,Q.C./U-CGo.IMo.125'Alun.(Fla-4$ t N>algrt r-CC>D�-� i�aM i95 bs ?yr Dt 445>tt 872 Us 133 @s 1401Ca 177 Ifs 3701bs 16T Ibs 9321bs 473 tm t7n lbs 22T za adorn 1.iS yun o.c1 p alp ft.HI 24D bs 350 bs WA NIA WA WA tenors NIA ___")CIRCLED VALUES ARE USED IN THE EXAMPLEflN SHEET 24. NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. __„,J 4..-• -•-.1 1.0170° i FIGURE2: TABLE NOTES: _ FIGURE 1: i �- O 1)SEE SHEET iFOR INSTRUCTIONS ON USING THE AND 2S FOR INFORMATION ON LOADING- ttt 141ttiTt p ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. MULL LENGTHS ANDIOROPENUtiG WIDTHS IS ALLOWABLE. 2)LINEAR INTERPOLATION BETWEEN �• •'t_LGENS�''-l{ i FOR 2750' E. P FIGURE a3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE EXACT DIMENSIONS,SEE SHEETS 21-23. Na.55705 _ HOLES TO BE DRIIIE IN THE FIELD FOLLOWING nIM D ENSIONAL RESTRICTIONSSHAWN ON SHEETS 21-23. *: o - ® FIGURESSHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACt 301 SPECIFlCATiON5.HOLLOW AND GRQUT"FiLLED '�• �i1 f:.•*�` RNGtE CLIP MUST BE USED IN PAIRS. 0�`•• RTE O CONCRETE BLOCK UNIT H SG OFFO TO ASUM SHALL BBEE 6063-TO AND BD SHALL BE E MI�NMUMOOF125' � �ORtOp:•-- \�� FIGURE 6: YELLOW SOUTHERN 8 GAUGE}.STRUCTURAL STER TO BEAT t•X 2.75'X.650'64ULLION %,�tSs''•.•.... ��'v,` FGURE 4: FIGURE 5: THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.SHALL THICK{t �`'T�0NA1-'E �� LFAST A25•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3SGREW THREADS BEYOND A.LY UItJlIL,E% P.E. THE MATFJ2fAF..#fOfi#12 ANCHORS INTO WOOD NAY BE STEFJ.,1B•B S.S.OR d10 B.S. . � FL P.E.#56705