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�yN O TABLE 5A Mullion ca D-Tahlo bsRt° zi s N d a arvdrg mwom)or Openlnq Hoight(for tcr(zar�[Y-sP�r'9 millions} 'd o opening Width(far D6(IiraOj sP 120n 140 in ISDN L� BOin 9001 1�'n '^F 5tl to �tl1 �o � Tmptt'ilane• F1oat4.spdw� Twp'Tnaag. ReetnngQar Ta1i+Trian6. d R6ntanvt46t T1L-9l.9• Rectargulsr 'lr"p7Dian9• ReaadrIg 716A7idetq. Reotan9:da Load Lvadn9 I.S. Lo 0.9 ex U :eehm9alar TrpRdary. ReeWn9ala TraplTnatp. Rectan�Iar TaprT an0• la�dnB Lvadinp Lvsdnp Lvadng lnadn LmdIP9 loadnp Loafing n0 W taadtg Loa5n9 LwdnB [.aa:f69 L6adn:3 iAadinB •• ? a•• a•• m N 1`x3.126"x _ .500"Alum .2• '� 3^ IS $ �a. >�'� ^ �. ov a a o Tubo Mull �' �� eA i jti � � a o 0 0^ uy 3� �a s„ _i =e cR s` sEja 5 � 5 a ZO x is �Ma � d`a ' a' It¢ i� t8 c s BL tiC d 5 �rc �v 4� N �!K gc �!C W _J 776.9 A$Z t74A 519 17Q0 1t16 170A 521 t70.0 1240 77Qv 521 STQO 1488 174.4 524 170,9 7735 170A 524 154.4 18� 170.tl 521 42 el 170.0 820 Ti0.0 475 170.0 Tot t70A 478 176.0 86A ilOA N a 48h 170.D 7C8 178k 524 170.D 850 S72D 57A 170.9 41YL f70.9 530 779.0 t133 170.0 664 17Q0 1276 i70.0 6T7 17Q0 1417 t70D 680 167.7 1577 170.4 fi60 135.1 tST7 170A 88D f18R 15T1 179.0 680 (13 WW W 50.6251n t70.tl 747 7790 583 fl0.0 896 170.b 631 1T0.4 tot6 170A 6B4 01 1195 170.0 723 17Q0 1345 S7oA 747 ttatl ft9; 176A 756 i4t.7 u95 17D11 756 12i.5 1495 i7ti.4 756 104: t495 /7DA 756 F=.. Z -64n 170.o TW 17Qtl 6f2 17v.b 956 iJ0.9 84t 170.0 1tl8 1T4.0 75d l70A 1275 1TR.0 Sea 188.1 lbw 1T0A oST N4.^v 1491 170.0 856 124.6 1401 170A 861 f08.0 1/01 170,0 801 93.4 1401 144.5 881 Q d 9Dn 470.4 8t t7B.4 701 1T0.0 1083 174.4 707 158.5 1t58 f7tl.0 e/8 138.7 1156 16T0 p28 I= 1156 156.5 B17 i11.0 115s i4B.7 p10 92s 11H 144 etl3 7B.3 115g 1445 603 ep,4 1156 iMS 9D3 Z Z W m mh 170.0 830 17D.0 745 159.8 1049 170.0 950 13TA t04B 15s,5 860 77D.B 104E 7M11.7 8{6 f06.5 fOd4 t320 g76 p5.9 f049 t25.5 828 79.9 1349 t783 620 �S iW8 1t4A 878 59.9 t449 //6A 8tB LUy $ = w y�� 1O pi BBn t68.8 9y 1T09 789 134A -855 3 BD4 iiB.'. 856 t33.T T58 101.2 a% 121.4 775 82.8 955 1129 765 834 955 108.4 757 69.6 95S 89.8 719 69g A55 88.7 74g 521 A55 80.T 740 J J Q aZ ...i 72§� 128.5 8D3 SS4B 6?7 107.0 AD1 174.9 882 91.8 903 iDt.i fi1D 863 BW 91.2 659 71.4 603 83-9 819 B43 8113 78.6 62 535 eD7 722 b']2 459 803 64.8 628 40.t 8D3 69.T 16n f09.2 721 714.E 629 A1.0 721 B7.1 610 7Q0 72f 85.1 �5 883 721 78S 695 607 72i 7Qi ;ieg 546 721 854 s79 45S 72t 59.4 589 39A 72i 58.8 584 34.1 72i 56.1 563 Z Z Q N 1¢ Z r 7B:n f0t.0 684 t05.4 592 842 e81 dB.i 557 722 fr84 78.F 576 63.1 684 70.! 687 5g.1 8Bd 84.4 558 505 B86 59.8 551 12t 66{ 54.1 541 38.1 684 51.3 53$ 31.6 6g{ 50.6 534 aQ O P1n gib 51d 61.3 456 54.8 514 57.3 4/8 47.0 514 53.0 440 41.1 514 44.8 473 366 6td 40.5 4T7 329 6fd 37.3 421 27R 514 33.6 412 235 574 30.4 40s ZD.B 574 29.tl 4D3 n �ca o 60 in 5t2 4� 66.7 434 45.2 dQ 47.0 396 39.7 452 40.p 390 33.p 452 38.4 384 30.f 452 32.8 370 2T.i 452 3D.S 373 22A 452 28.8 365 tpd 452 2A.2 359 1&9 452 22.8 353 LU a 1085s 35.f 367 39.8 322 St.7 351 32.T 3!7 272 357 29A 312 7.16 357 25.2 308 21.1 357 22.7 303 19.0 357 27.e 299 159 357 18.0 293 138 357 1B,2 2A7 11.9 551 t5.0 283 N 111N 35.1 39 310 306 29.2 S38 Jo.l 301 25.D 331 26.1 296 24.0 33g 23.1 292 196 339 20A 238 17.5 338 f3.6 284 1-0.6 338 }5.5 Z7II 125 336 54.8 273 11.0 338 13.6 269 � ¢ x Z � � z D e U7 0) 1241n 27.7 2A9 2B2 263 231 289 23.7 259 19.8 289 20.5 250 17.3 269 1Qi 252 15.4 284 15.3 219 13.B 289 1b.B 246 11.6 289 12.8 249 9A Z89 11.< ANCHOR CAPACITY ADJUSTMENT FORMULA: m0"0 O m�s sd'mW. TABLE 5B Anehorcapa Tab e(ths j A7SCHON CRP""`"f =ANCHOR CAP.,,, U L o' 30KCatc. Ha7vur G,lu Filed G.11; PT YloSn Mtlal (DP�,)X\MULLION CAP..,",...e/ sursuate. 27KMM vs•ssacB Stt6'Etca ud'ssec4 it7DStd4t rt1251x1 rn2stea PRODUCT REVISED 5�t�p`O 3,16-Ello unam yr E¢ounrncon AggreCaar uDracdt Aggre»-aa Sceu(ta51 (GS) soav(G5) USE THIS FORMULA T008TA1N THE'ANGHOR as complIyM2g with the Florida Anctttr Typ6 8716'Elc0 UAa8a1 LP 9kv U0ue6n UlDarun ,_ Buildinl3 Code AnchorCIIPPAtfcfn9 3l1S r I 2-1r1 2-t2' 2• 3•:(0' 2» Qa9' 4.54' 4,3xa• AAPACITPRESURE REQUIREMENT FOR AN --_-170630.01 E0ge0fst37ce Onl 1' zitr f- 2-sr� t-:rtt' i+^I6'_ vut ACTUAL PRESSURE REOUlRE�41FSJ7 FOR THE NOA-No. Embannrat n t3/F" 1.N4° 15Id" i;Td' 2' 1.1/4" !-t/4• !-i!A' 7-1!4' 1-7l4' 2' 2nncl.pa5B4.75•rano.c./atarozbu0186taBP6741T 39aas 3Rfa 457D1 Pa31as 18143xi 279as 29046 3544>; Tlolm 37das 664as a3alts sf1Ds 4{210s 56(fAn OPENING,(FROM WHEN T ETABL)OFT EHEMULLION d A1f:Gns@74.7IMrt o.C./I-smWr3 S's gpsef)Cllp�927 480 as 70Dm ttu WA N/A NIA :i8 . I N1A t4A tttA tDA WA 662515 8t61tn SYdiltn CAPACITY(FROM TYIELD HETABLE}CFTHE SELECTED a Pirafion Date 05/26(2D21 r 3 78017s 7p31s sa hs t5Gs 4s 1'S63» 5wto-s 86tl 4n ! NrA 7dolm 746 as em lDx ifi9211s 692 as a"es ex n2D la MULLION.IF WILL MAY USED ANCHOR AArcMts @3'MiA O.C.t j2i 2e.Atr}IeCWfs $4D 7 NfA t11A t17h SBA WA FttA NA 1Di5 its CAPACITY WHIOH MAY HE USED TO QUALIFY MIAMI-D a Product Control THE 3An0tIOIs60.bi•MIn O.C./UCBP•ION-12y gDva�p 4) NIA WA 11/A t4A NlA MA, NWA tAximrl FC5P d3D 5T 195 as i[6 ae Mtn 445 Au gP2103 135185 lwus 7T7 i0s 3»oA 'BN�s �wA ftj4wA� 3dt(4s d1276S 55D Ax ANCHOR CAPACITY TAgLEAD FFIOuALANCHOROPTIONS FROM '""D.CI F CIIP(P70.6S 240 DS 35D I� 4/A WA MA tifA D N71 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES A.S THE STANDARD CLIP. Ht.00G"-1 FIGURE 1' FIGURE 2: TABLE NOTES: J (� 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SF.FJ:T 26 FOR INFORMATION ON LOADING. 1 SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. \ 777 2)LINEAR INTERPOLATION SETWEEN MULL LENGTHS AND!OR OPENING WIDTHS IS ALLOWABLE. 3.125° �� N.. � at0............. it ----I 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23. } P�'4'�_: LICENS FGURE 3: '•'p � HOLES TO BE DRILLED IN THE FIELD FOLLOWING DUAENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 1 � No.S$705 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, 500" RNGLE CLIP MUST BE USED IN PAIRS. 4)SU6STPATS: L'TL SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED E CONCR -I .1NETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.NOOD SHALL BE PRESSURE-TREATED t•X 3.t25"X.S MULLION ;.0 •, �Sj ATE •'•(,V�� FIGURE 4: FIGURES: FIGURE 6. YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BEAMIRALSNIMUM EL TO' (I-vr MULLION} �i(t`+ "�.fiC ORIDI;.•'�\�� TH'CKSTEELSTUDSTOOFAMINIMUMGRADE33AND.045"THICK(18GAUGE).STRUCTURALSTEELTOSEAT �D LEAST STE THICK AND A36 ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCRBAr THREADS BEYOND�---� MAY BE STEEL, OR410 S.S. THEMATERIAL.1710&t12 ANCHORS Ifi70 WQODS '7IA`s.jL YNNNAI54��tK•`P.E. FL P.E.#58705