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. i TABLE 2A '"2t � Mu1NonCc ac Tabia Nrelit� ��7� �c Opaning WMth por verlicapy�pariMrg mullirnm)or Opening Helght(for horizontaly-spe�Mng mulAoire) �'#�' 4 601n BO M 701n Bo In BO ln 700 M 1'201n 1i01n 1eo In Ractbrgidx R�IitMf4 RuctanpuMr Trep�fdW. Rxta�Aet Ttep77iian9� RaatanNAat TwptTiian9. Rac�an9�dm 7Yaptfrlenp. Aect�Wler Tnpti�teqg. RecteqpWar T�t7rtanp. Raetongukv Tr�fitlan& Rec(anpWar ReN��4. �q`� � 1 x S]t.aT6 ��6 lo�dMp Lopd+p Loed7np LaeAnp tot�rip Lwdnp ioe�NnR LaeMnp toa�finp losdinp lceding Loedlnp loedlnp Waekp loa�ing loadN�D loedhiB 4 xe � U .. � MulttonB � �g � �� ' � �� ' � �� ' � �� c5� � ��' � �� d�' il �� �� a .12H 174.0 840 174A �36 161.9 S9? 176.0 �Te 129.7 �0K 1TD.0 548 11y5 E02 159.5 819 100.6 !82 788.! 61� 96.6 EB4 188.6 617 76.7 B92 188.9 57Y BI.B 802 108.0 S17 Sl.i 982 158.9 577 � 48tn 721.8 607 t]QU dt9 101.4 667 it&T <10 p8.8 SW iQ8.7 4QJ 78.0 867 tOZ.B J99 87.8 60T 88.8 3B7 9R8 6W 9D.0 398 60.T 697 98.d 3� <9.i 66t 99.8 388 �.0 6b7 9@.0 396 ^t � g 60.92b1n 703.7 468 114.6 77B BBA 168 86.8 371 71.1 �68 80.5 304 BI.B �59 89.8 '980 67A �OB 81.3 357 61.8 IBB Bb.0 358 �92 �SB 80.0 859 37.� a59 80.0 958 3Y,4 168 80.0 95c � �7; 6/M 86.1 100 93.J 9�8 712 /94 �.9 378 tltA �U4 77.7 322 6�.1 100 87A 310 47.8 A00 84.0 716 12.7 �� 42.7 974 88.8 40D B1.E 418 70.6 400 81.8 313 28.7 400 E1.9 919 W �� � � { 80M 82.3 32< BB,H zt8 61.9 32t 9T,6 ZI� ;}.d J2.1 61.2 1&6 8l.9 524 �.4 T8b 3<.$ S44 93.9 267 31.1 32� 429 2% 26.6 34.1 �0.6 253 7T.S 82A ao.6 2b1 14,5 32{ 16.6 253 � � B�In 68.8 29/ 6iA 252 19.8 2B1 I9.2 2�8 88.4 201 49.8 7A1 79.6 201 3B.! 297 R0.9 II8/ 971 Y30 16,8 �� 5.R 2�2 77.4 294 93.6 73D 18.2 2B4 �9.4 Z90 1e.B 4W 3�.d 2a0 � B6 M .18.8 29B 19.b R70 99.0 26B 42.� T36 89A 28tl 37.6 q21 R9.4 T89 34.1 21! 24,0 488 31.8 216 28A 4BB 29.tl 212 78.6 y8B 20A 2i0 18.7 288 47.7 408 11.8 488 27.7 Y09 � � 2 �� � 121n �.0 '!26 9t.0 t98 30.Q Y26 32.2 f81 26.7 Y13 29.� t� 22.a 22b 26.6 t� 10.P 225 2;i.& i8T Y8A �2b 22.1 t� �6.4 22b 20.3 1TT t2.8 R26 f4.e 47d tt.3 Y15 t9.e 17& � 78N1 30.8 202 32.p 177 48.8 ZU2 2'7,2 17] 21.9 202 23.9 170 1B.T 2b2 21.b 197 17.0 30T 10.7 1B6 76,9 TOZ i8.d 763 14.B 204 iB.7 18q 10.8 2IXt i6.B �68 A.8 402 16.8 16B � �8M 4l.� 19Z 20.6 tBB 23.9 iB2 26.1 7e5 '�0.2 1BT T2.0 102 77.7 182 18.7 168 16.7 792 tei 161 1I2 1B2 10.8 199 Y1.B 102 152 162 10.7 192 1�A 160 B.9 78T 14,2 130 � J 66Iq fQ.4 tM 14.0 1Y8 tb.4 1M 7&i iS8 ,'��7 � "„Q� m 9BM 76.2 127 16B 113 � ��n��p fq 1�J� TABLE 28 ANCHOR CAPACITY AbJU87MENT FORMULA: U1 �? '� Anal�erGapacltpT�te{i5s} ANC,HOR�CAP.,�,.., � X u6mme z.ik co�reie s.sk Canc. t�u Fmea cr�u Piw p�wa� (�}Xf } AtdCiiOl2 CAP...n � iy X 1 MULUON CAP.,�,,,„,,.7= " � Ancha rype: eNe•E�ae Iracon 7/4"Eko Uuacan 3ne°Eiw unrxon va•eico W.ecan USE 17i18 FORMULA 70 OBTAIN THE"ANCHOR AnehoYCflpPelfem8 UMnanM ApyroOHn Ulreoon Ay9roGNa Brnew(0.5)Barowla� JcreaM+� Q � E�soa��p�y: r att�^ �� z-vz• a+re° r avz^ r 2-ft2^ t sfte" r o..�e^ u.w• o,aze� CAPACI7Y REQUI(2E0"CORRESPONDIMG TO AN p,••� z�Q emasamart t�t 1-va� tsv° f-ue^ a-are° r tifra� �-ur �-�rr �-ix^ 1-vr i-ur z f-� tatr {ree nae a} �TtlAL PRESSURE REQUtREMMEN7 FO#2'i7� �� 1 AnchMe Q 4.76'Mln.O.C.I SI Mtl or OIISN Ip(Flg.1�: 9001be �Vp Ibs .15q I B9D IDe 1M�Ibs 27�Ibe R8016s 36!Ibs T4o Ibe �BB Ns BBO lbe ties IM 99816a 4 Ibe B80� ��1�NG.WHEN 1T IS tOWER`CNAP!THE MttlL10N � '� I AnehdN Q�1.16`MM.p.C./Slsmind(or ORCe1)Clip(Flp.�• .Iba N� 7bp Ibs WA WA NIA NIA 0EO Ibe WA WA WA NIA Nlq 9521b� 8 O lp� 11201bs �APACI7Y(FROM THE 7ABLE)OF THE SELECTEp A Amlwn�3"Alln.O.p./y1j 2c$Afq1a CIMs/(Fip.a): 70111 W ^rda w+ eeo ius �een ro. �eae�d. eeo ms eeo ros w� �so roa sae iee eea w 2ae�ie. esz ie. d4016� ��2o ins MULLION.IT WILL YI6LD A MINIMVM ANCHOR s artcnars g o.ta" .¢C.t .krto tta'Akm.{t�,a7 pVA Ntq N+A WA titA WA NtA A WA tua Wn WA N1A WA T��bs GAPACI7Y WHICN MAY BE U9EU TO QUALIFY t MeMr/Fplp(Flp B): 766 We Y88 roe 226IM A98 iln 82t N» ta6�bs ti0 ibs 1T7 tM 37016o PN ibe 3321bs 64t Na 183 Poe 2 81bs O ibs AOD1TKNd�AI ANGFiUR�TYONS FRIXv7 TNE 2Atr.Mro�1.1C Mln O.GJ F-0Iip(FIQ B): 2qtl Ibe 3Bp ibe WA WA WA NIA 1901M WA WA Wq WA WA axe ro. �701be 60016e ANCHOR CAPACffY 7ABl.E. NOTE:FOR THE dFFSET CIIP,USE 7HE SAME ANCHOR PAT'I'HRN AND ANCHOR VALUES AS'FHE S7ANOARD CLIP PROD Cf R. FK3tJR£1: Flt3URE� ,_,_ TABLE N4TES: ns comp1y7n8 w'llh��o Flor(dp i3atMing Coda + � � ~ � • 1)5EE SHEE7 1 FOR INS7RUC71dNS ON USING THE 7ABLES AND SHEET 22 FOR MFORMAT14N pN LOAqING. '�OC�°°"NO � O O � � 5EE 9HEE7S 2-4 FOR l3ENERAL INSTAILATION METHO�S. -�j 1.000' r-- Ex mtio Do�e 2}tINEJift INTEi2PQlATi�'t 0EtN7EEN Mt7LI.I.EAFGTHS AFN}tQR 6PENING WIQT1i5 iS ALIQWABI.E. � �ixmi edo Ptbclnet FICaURE 3: 3)MULLION AND MULLIpN CLIPS SHOWN ARF NOT TO SCALE.FpR E%ACT DIMENSIONS,SEE SHEETS 18�20. ��1 I I I 11I� � , � • 2.000" ALL MULLION CLIPS MAY BE FAGTORY MACMINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLEO IN ,`��O�y 4 n7/��h��/ 7HE FIE�D FOI.C4WlNt3 OlMEtd5tON3 8tt6WN dN SF�BTS 1&24. `��.r.'�tc�NSF .SC,g ANGIE CLIP MU87 BE USEp IN PAIR3. q)SUBSTRA7ES:CONCRETE SHALL CONFORM TO ACI 307 SPEGIFICATIONS.HOLLOW AND GROUT-FILL@D 375' . "C' ' ',-* % � H4URE 4: FI�URE 5: h1�URE& ��NCRETE BLOCK UNIT(CMU)SHAIL CONFORM TO ASTM C-90.WOOD SHALL BE pRESSURE-7REATED � _�'C'• Nd.56705 '. = YELtQW SOUTNERN PtNE WITH AN SG OF O.Gb.AtUMlPAlM 5HAI.L BE BOG!-T5 AND 8E A MNIMi1M OF.125" �•X 2"X.375"M{1�l�ON - ' "* � • TNICK STEEt STUDS TO 8£A MMSNuttlM GRAOE 33 ANQ.Q45"THtCK{i$GAUGE}.STRItCTURAI.5TEEL TO 8E AT _ tY= � LEAST 125"THICN AND A38.ALL ANCHORS INTO METAI SHALL EXTEND A7 LEAS7 3 SCREW 7HREADS BEYONO ='O'� �3 e�� ` M ll-L..__.._._J � THE MATERIAL. J�A♦ � 5T��aF ` � � •'�\.'�: i��'•.FLORIOP•� . ��'`St0 �i,fG , � A.LYNI�MILL�R,P.E. FL P.E.#58705