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N m <br /> TABLE 3A � <br /> Mu01on Ca c Ta1ile(IhsRl=) �+x� � <br /> OpenMg W[AN(for�erticaNy-spemerg m�iore)or OpenlnA HefgM(for horlmnta0y-sparuYnB rtwSiore) ��,i� e <br /> .,�p� ep tr� 7D In 8U In BO ln 1 W In 1201n 1401n 180 b �Y,� o <br /> Rectan8+la hepTMa�B. Recmn ar Tmpffrfa^0. ���B�a T�^P�u9. Rectnngder TeNTM"^0. Rtvn�lu 7tep✓f�lmg. Rcchnp�Gar TmMrV�& Rttton6�er 7tayhlm9� finefan9� TmpRAen0. RecfmiP� TtaWIF�9. � � K <br /> 7%L�bl loe�nB looSnA Lm6ne LoxSnp loadn0 Laadn9 LoemnB ���M L�adnp LoaJM Loa�B Lme4i9 tnaCr.Y Lm6n9 Lm6n9 lmdrp Lm�9 ��6 oY� V <br /> .s76Aium r a a �o.-. �u �' � � �.. '�- '� � d <br /> Muliblon �p �$ s' �p� �� �� �� �p$�. �� �g$ �� �'� � �� � �` � ��. � �E � �� � �� � Ua � �� � �� � �$ � �� � �� o <br /> o� F �� gSe e"" �� �€ �y� �� �R� �g €g� e€ @�� s�' �p3 �� �7+�& � tF� s2 ��gj s� �� 6� �� o � t��v � <br /> E@ d� �� d fc �� f�C da s� d� a�. d� f� d� a�. � ��. da �e�. a¢ a�, da ��. ¢`c �� da� i� da �� 6z s�. a`8 ��. arc �E rc � � W <br /> 4]N 170.0 b� 770.0 135 170.0 7N 170.0 dTB 170.0 B88 170D 508 1Te.0 897 176.0 S1B 1760 1116 17LL0 627 77�,0 1240 170.0 621 1487 7307 770.0 5l1 1DA 1301 7TD.D 41 111.5 1301 1700 52f w J (�/] <br /> � J N <br /> 18in 170.0 709 1711.0 5M 17�.0 6°.9 1T0.0 884 170.0 OY2 170.0 B10 170.0 1133 170.0 6B1 131.8 1119 170.0 BT7 1Y.6 1179 170.0 fiB0 173.8 1139 170.9 B80 87.8 1178 170.0 880 85.4 1I39 170.0 680 F � �� <br /> / 50.6251n 170.0 7{7 17f1.0 5kl 170.0 L90 170.0 W1 167.8 10II 170.D �4 148.0 1072 1T0.0 727 1346 10� 170.0 717 117.� 1032 ttao 758 97.9 1032 770.0 780 BS.B 1R13 17f1.0 7$ 73.4 10.12 770.D 78fi � W O� � <br /> 64M 170.0 7Hi 1T0.0 612 ifi1.3 907 1J0.0 801 1�42 907 I61.7 TJO 18L9 807 15L6 12G 10T.5 BP) 145.0 71! 86.0 9Q7 1�L1 NO eo.e 807 1d0.0 7�H W.1 907 11U.0 709 Hl6 807 1�0.0 7W � (fl � fn <br /> �in 141.1 7I5 151.5 CLS 117.6 7J5 t30.3 617 .t00.e 775 118.0 599 BA1 735 toe.2 fi80 7!A 735 98.5 be3 TD.S 736 95.7 578 58.8 T�S o7.0 57� i0.4 AS B1A S74 K.1 775 9fA 576 Q � � (� <br /> 63N 121.8 6B6 7]0.0 570 ia'1.8 6'� 117.5 657 07.0 fi68 88.8 317 782 � B41 938 67.7 Q+B �.e 031 80.9 %6 78.!' 3�8 80.B f68 Tb.B 327 43.3 Beb 78.8 827 38.1 %8 76.8 521 j � tl Q <br /> q 681n 706.0 607 112� � �.3 BQ7 BB.7 511 75.7 B07 85.0 W1 W2 80T 77.1 493 SB9 6�7 71.5 488 57.0 6W B7.! 461 {L2 607 �.4 478 37.8 63! 827 474 3'1.1 847 827 47� � Z a� V <br /> Gm � O <br /> J 72pi 81p 510 ffi.H H7 88.0 516 73.0 f34 SB.7 10 84.7 � 57.0 510 57.B 478 �5.d 910 57.3 �iJ 4U.6 410 90.0 40E y70 510 45.8 �02 T9.Y 310 M.4 388 25.6 670 !{.] 399 W �2 �� <br /> � J @ Z <br /> � 7B In 69.4 45E TlS 100 57.0 �59 81.7 782 99.8 �Se 54.1 3B5 �J.4 4bB 4E.8 778 3e.8 /'.f� W.b 373 54.7 45B 41.8 36e T28 45B 37.T � 21.0 ISB 36.0 ]59 27.7 �7E 37.7 Yf! � � j , � ^ <br /> 78h 842 �15 Q7.0 3Et� 53.5 473 :&B 377 46.B 435 IB.B 3B8 W.1 uS 14.7 7W 35.7 1�6 40.9 395 �2.7 415 3B1 331 78.8 �75 79.4 311 42.8 r35 92.6 741 R1 /75 72T 340 Z Z � Q � � <br /> BOin 41.E JZI 13.1 Y90 74.b 377 �8.4 283 2'1.9 327 31.8 ZBa M1 JII 28.7 Z79 232 ffi7 25.7 91 10.8 3T7 T37 268 17.� 727 21.0 282 14A 327 18.3 25E r Q r Z N •- <br /> � � <br /> Y57n 3{.� 7B7 35+1 Ib7 28.7 287 28.8 2S1 I�.B 297 1� ?R8 21.5 ZH7 711 2lt 18.1 1B7 ZO.B 7F0 17.2 ?BT 19.] D7 16.4 2B7 1a9 732 a � � m�'�� <br /> iaBht 242 �77 14.T 207 203 71T 2QB 2A1 17.s T27 1B.D 198 17.1 227 1fl0 183 ^ � �� � <br /> H W r <br /> 1111n 717 47S 72.7 19� 19.8 215 78.1 181 75.8 319 18.8 1!e � Y Y <br /> � N 7 ? <br /> 1a7in 17.8 1M 17.8 187 ~ <br /> O Q x � � 0 <br /> TABLE 3B ANCHOR LAPACITY MJUSTPIENT FORMULA: � d�e� Z m!n (q <br /> Anchor Ca ati Ta01e bs ANCHOR CAP.,,,v,,,,,, a ��> O�,O <br /> su�,e[x 2ikccnerese 3.SkCono. HollvxGMU FIIIBOCMU aTwooa inam� (DP„)X( >�ANCHORCAP.,� o .� �� 2' <br /> Mena TY7a� 6HC Elco <br /> 7N:ssElco SHaElco 17a•ssElco IttasDeal nizsleel C12sIW � MULLIONCAP.,,m„e. V � � N �7�� <br /> sna°EkoWeecan 1N'EkaUAta:m �i�� sn6'Emo Uieacon t/4•EtauWecan ��a�� ���� pp�eGemrsae�v(c�7earew(c5) 9crewKi,� U S E T H I S F O R M U L A T OOBTAINTHE"ANCHOR pRODUCTREVISED <br /> Anertor CIIp Pattems <br /> Edae aeim�ce(m} 1' a�2� r 2-t2� 7�ve' i' z��1' r 2-v= T }�+a' s o,qe� o.sa• o.na' CAPACITY REQUIRED°CORRESPONDING T as eomptying wlth the Flarida <br /> Embedmer,t(Nk 1-3f4' 13�9` ta14' t316' 2' t-v4' i-V{' 1-4/4' 7-1J4' 7-0f4' 7-0/Y 2 7a/a' 7a�a' � ACTUAL PRESSURE REQUIREMENT FOR THE Buliding Gode <br /> PAno�am�4.75'Mh�O.ClSrondmaoroGsetqlp�F:p.7): 36010s 3eoms <soioa arol6e leaama zloi� �oms ssams 74ome 374f1a 6saiee sasl�s sqilW 4azlt 5soms OPENING,WHENRISLOWERTHANTHEMULLION NOA-No. 77-0630.01 <br /> �Mc�ors�1.15MIn.O.C./9lentlaitl�or04sepCIl01F�B�21� 48014s 700@a N1A N/A tLA WA 38olEs WA WA WA WA WA BB21ba 88510e 11POIEs CAPf1CffY(FROMTHETABLE�OFTHESQECTE� p�PintlonDotu05/26/2027 <br /> 4An�lwe�3'Min.O.C.l�t)7x5Ar�p!eCPps/(Flp.3k �eame 7sums seoi� �seoms ie5eies 5aoros 5solm wn 'rsomo �aetm eeoins �aexies se2ies amioo »xoms MUWON.RWILLYIELDAMMIMUMANCHOR <br /> 3Nchan�oA5'MU�O.C./Ui7ip•into.las aium.(Flp.bl: WA WA Nlq WA N/A WA WA NIA WA WA WA WA WA 1UA 7'16 bs CAPACITY WHICH MAY 6E USFD TO�UALIFY By <br /> 1AislcrfFL9DffI0•5�: t&5¢s tasms 7zsim a4ams ezzios i75ws i4oiOs tn�, 3701Ee te7ib x+zms a7aas i�aios �iin+ seoo� ADDITIONALANCHOROPTIONSFROMTHE Miaml-0a mtluelControl <br /> pArohvn�1.15'MIRO.CIFLIID(Fmeg 24Dros SSOihs WA N�n WA WA 1B0�a WA WA WA N�q WA 3471Ce 492IDs 580bs ANCHORCAPACffI'TABLE. <br /> NOTE:FOR 7HE OFPSE7 CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS.THE STANDAF2�CLIP �CIRCLED VALUES ARE USED IN THE IXAIdPLE ON SHEET 24. <br /> FIOURE'I: FIGURE2: TABIFNOTES: --1 1.000' r <br /> � � • • 1)SEE SHEET'I FOR INSTRUCTIONS ON USING THE TABLES AND SHEEf'25 FOR INFORMATION ON LOADING. <br /> � • SEE SHEETS 2-4 FOR GENER4L INSTALLATION METHO�S. � ������r�� <br /> i <br /> 2)LINEARINTFRPOLATIONBETWEENMULILENGTHSAND/OROPENIN6WIDTHSISALLOWABLE `�.�apNY LYNN,y���i� <br /> FIGURE 3: 2.750" ` ��'' IIGENSF•�CC �� <br /> 3)MULLION AN�MULLION CLIPS SHOWN ARE NOTTO SCALE.FOR IXACT DIMENSIONS,SEE SHEETS 21-23. � Q�• •(n � <br /> • • � � HOLES TO BE DRILLED IN THE FI0.D FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. *: No.56705 � � <br /> FlGURES SHOW SUGGESTm,APPROXIAAATE HOLE LOCATIONS. � 7�- <br /> ANGLE CLIP MUST BE USm W PAIRS. qj SUBSTRATES:CANCRETE SHALL CONFORM TO ACI 3D1 SPECIFlCATIONS.HOLLOW AND GROUi-FILLED � /+ ' <br /> CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURETREATED 37s ��p � j �� <br /> FIGURE 4: FIOURE 5: FIGURE G O • 5 qTE p�;••�� <br /> YELLOW SOUTHERN PINE WfTH AN SG OF 0.55.ALUMINUM SHALL BE 8063-TSAND BEAMINIMUM OF 126" � �'n�'• • �f/� <br /> THICKSTEELSTUDSTOBEAMINIMUMGRADE33AND.045'THICK(18GAUGE.STRUCTUF2Al.STEELTOBEAT � fi �'•F��RIDP.•'' \C��� <br /> � �� � • TF{E MATERIAL#70&#1�ANCHORSCNTO WOOD MAY BE STEEL,1&85.S.OR 4 0 S35 CREW THREADS BEYOND �"X 2.75"%.a75•MULLION ',�SS,��NA�E�G��• <br /> � � A.LS�I�N MILLER,P.E. <br /> FL P.E.#58T05 <br />