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� � TABLE 2A ' �� Mu1Gon Ca ac Tabie s �� • OpeningWldth(fo��eAi�OyspanNrgm�iai5)orOpaningHelgM(4o�horimnfaVyspa�vdngm�ions) �� I SOIn BOIn 70in 001n BOIn 7001n 7701n KON 1fi0N w'� I ftx�rpulaf T2P`Thv9. Re�pWar T2P'rfia�. Rwtnn9�+ T�P�� RecleNWv T�P��C RxranPJof 71eNm�6. Recla�q�dar TreMdsq ReciaiB� TmWTdaB� ��B�ar TmP'T�0. Q��Gulaf TnP�g'�9. ��v � � 7YY:.376 loadlnB �o�B Loaa�6 LoadinB �hi0 Loao7re LmOiry LoaE�nB Loadro LoaAoO Lm7M Loadt� LoaAry Lnad�O LmLlnp Laodtnp Loafitp Laad�q pY � AWm.Tube �. €_ � � �g' �.. �' �.. yg � �g � a s � r r � a �_ � �_ � r b � MuNon 8 3 d � �a �3 8^ � d � � � �` y �^ �^ � �^ � �� 8 � 89 fl � �� - �� a� a � a � a � a� 3� a �� g� N LL I � � �� .� .`e� $ 6� � €� �� 8 r S� � � � �� z $ �e .5� §� �� , .� B� � 5� 3 ° V i � � �� a 3� � � �� - �� - �� z �� .W �� g� � � �m 17LL0 a1a ��ao C34 �57.3 fiR 1700 47B 129.7 BS1 17¢0 60fi 713.8 � 1�.5 51B 100.8 B� t68.8 577 9aB e� t�9 6t7 7fi7 BB2 18&Y 517 bie 8R 18fle 617 Sfl7 881 7888 617 N � N I qein 121.� SW 138.0 418 101.q W7 1181 410 B6.B SD7 'lafl7 403 T0.0 S7I 102B 389 87.6 5Q7 99.6 8B7 84B 5W 89.0 398 647 507 99.0 398 43.4 50'7 99.0 39B 30.0 SQ/ 89.0 386 � ? � 80.67Sin 1037 d5B 11Qfi 378 B69 4:9 BB.B 371 74.1 458 90.6 3fi4 61.8 0.58 Br.B 380 57.8 d56 �B7.3 367 6L0 /56 860 336 132 /58 80.0 386 37.0 A56 B0.a 95E 324 d66 BLLO 356 � � �A = '�� r :41n G5.4 400 83.J 336 71.2 400 80.8 32B 61.0 400 R7 �2 534 400 67.3 3tB 47.5 100 %0 3/5 427 A00 413 3�4 3S8 400 61.8 317 30.5 100 OtB 3U 2&7 47G 81.0 �13 � m O (� � m fi 60in 6Z.3 324 fiB.9 Z7E 51.8 324 57.5 270 416 �M1 61.2 264 3&B �4 4G9 Z6f1 33fi 324 q3,9 ]97 9f.1 324 A20 256 ?&0 324 40.5 253 73.2 �7.4 4Q5 Y'ai 79.5 334 4Q5 753 � �p � C 63tr� 53B YBI 5l.4 7S3 4YB Z'1b 492 248 38.4 2SC �A.6 241 73.9 S7 948 237 29,9 184 37.1 234 3S8 24d 312 232 TL4 Z94 99.6 Zi0 'IB.Y S7 314 2� 16.8 Y91 334 730 � � Z � . fieln 4flB 26B 49.8 Zf0 3G.0 268 424 �5 334 3fi8 37.6 a1 29.7 2� 341 27B 28.0 268 31.8 216 Zi.4 7be 19.E 2Yi �8.6 268 2&0 210 1aT xi8 37.7 2W 146 288 Z7.7 �9 Z � ((��y 5' _ � 72fi 3fl0 775 37.9 786 30.0 T15 322 191 2±7 7�5 20.4 iBe ZLS T25 Y58 185 20.0 ?]5 ?3.6 �92 160 T25 721 180 16.0 275 20.3 1T7 128 126 19.8 179 113 275 19.6 178 W '� W� •� ,�,Q 7eln 3¢B Z02 320 'ITI Y5.6 N2 T7.2 177 21.8 2P1 13.8 770 18.2 27t 27.9 7HT 17.0 Y�2 18.7 1fi5 763 � 161 tfi3 72B I@ 16.7 180 10.9 � 1SB 158 B.e 1@ 119 15B F�„ J �� Z TBIn 2E.3 ie2 29.6 10B 2i8 192 7S1 165 24Y 1g7 ?20 182 17.7 'I@ 187 iW 157 197 'IB.1 1bT 1<.2 1B2 t4a tb5 11.8 tvS 1B.2 t52 10.7 192 74< 1� B.B 1P! iC.4 1fi0 j ¢ J � � W I� 1&6 1d4 79.0 11B 754 16{ 1&1 178 Z�j � = Q N � A6f� 162 127 t&B 773 p, � ��Z'�'O O TABLE 2B ANCHOR CAPACITY AOJUSTMENT FORMULA: � !4 �'?" � � pnenorCa ac Table bs N � X � siAstrata 2ncanc�erc 3.5¢caw. MowwGMu wleaaw PrNrooa Mefm (�p�,)X(ANCFiORGAP.,�..,�,\_ANCHORCAP.,�. Y � 7H8'EICa 1f4'66 Eloo UIB'EICo 1/4'S9 Elw 670 9ltel qt2&teel �t(7 6totl MULLION CAP.,,o„e,f F � x Q � � I AmAurType: 9H6'pco Ntrdoon 1!4'Eko Nwcan 3l1e•�co U[m�on iH'Elco NVao� z pncKotCllp PaKems �� npyecetor un�eoon npaocamr scre.i(cs)screw(G5) screw(csl USE THIS FORMULA TO OBTAIN TFiE'ANCHOR cn ¢ O O Eaus ownn�e pnx i• s-irr .r z-vr �ir�• r 2-frr r a�rr r �-ve• z• o.ae� o.so• oazq� CAPACffY RE�UIRED°CORRESPONDING 70 AN � ��T Z�O�Q Embedmerit(mi 13l4' 7�4' 1�4' 15lC z• t-��a^ t-tla• t-ila' t-v4• �-tf�• t-n�• Y tara• taia� �enea ACTUALPRESSUREREQUIREMENTFOR'THE � 2 Amlwts��.75'Mln.O C./StanOaN m Olhet qlp IFlp.1k �i�e 3so iw as��. aso m� ieas ieo zro roa mo roe s5a roa rqo ws 9741Eo eea im eas a�i�w �az in, seo ms OPENING,WHEN ff IS LAWER 71-L4N THE MUWON � ' 8 � �� �qnchon�1.75'MIn.O.G/'otendb�aOrtsaq Olp(Fp.1j �B016e 7�m,i WA WA WA WA 9B�roa N/P. N/A Wh WA WA BB2Itr E&SIEe 11EO IEs CAPACPTY(FROM THE TA6LE)OF THE SELECTEO � a�nom�a•rn�.o.c.i�2I ug�re caw r IFre��X ��s �e�ies seo e: �seo ix �esa�c. :ao m. sw ma N/A tao e, �ae ws aeo ma ��s� eez me eas ros i ua i� MULLION.I7 WILL YIE�o A MINIMUM ANCHOR pRODUCT REVISED 2Amhms�OAb'M4t O.C.I lFGlp,Ha.tss nwm.lFro.<X WA WA WA N/A NfA WA WA WA NiA N1A WN WA WA WA 715 ma CAPACITY WHICH MAY BE USFD TO QUALIFY as CompNln9 with the Florlda 1AnclmrlFLIiDIFlp.S): /85De 1991Cs 7l56a M5ms B771D� t35ma 140ms 7RIba 3701Es 1B716a 9321Es 4T711s 770me 12�I1a 280@e A�DRIONALANCHOROPTIONSFROMTHE 9uildingCode 1 2 AnaArae�t.iS pLln.O.CJ FQID(Flp.B): 2N ms 350 IEe WA WA fi/A WA t901ls WA N!A WA WA WA 3/1 IOa 44Y Ibe 580 be ANCHOR CAPACVTY TABLE NOA-No. '17-0630.01 � NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATT�RN AND ANCHOR VALUES AS THc STANDARD CUP Expiratlon DaSe 05/26/2027 ey Mlam o ro uet�Co�- FIGURE 1: FIGURE 2 TABLE NOTES: � � � � 1)SEE SHEET 1 FOR INSTRUCTONS ON USING THE TABLES AND SHEEf 25 FOR MFORMATION ON LOA�ING, � � SEE SHEETS 2-4 FOR GENERAI.INSTALIATION METH00.S. 'I �� I` 2)LWEAR INTERPOLATION BETWEEN MULL LENOTHS ANDlOR OPENING WIDTHS ISALLOWABLE FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT.TO SCALE.FQR E7fACT DIMENSIONS,SEE SHEETS 27-23. �� • � • � HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTR1CilONS SHOWN ON SHEETS 21-23. 2000' �� pN,......N,y� ��i FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. � �i `�_'�`,:'��GENSF'•.�(�% ANGIE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS.HOLLOW AND OROUT-FILLED .375" : Q;' '•� � CONCRETE BLOCK FJNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED � �7t; �'1O•`'87` '. �._ FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 8063-T5 AND BE A MINIMUM OF.12S : /ti _ • 1'X 4'%375'MUWON . THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045°THICK(18 GAUG�.STRUCTUR4L STEE1 TO BE AT "O .0 .:'�; LEAST.125°THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THRFA�S BEYOND %� •, � I�j � � �� THE MATERIAL#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 5.5.OR 410 S.S. i�T'•., AT� � � �/: LL� �1 �.I .�FS,•:�coRio�.••'G�2: �'��,S,�ON�lAL�E?.�. A LYNN�hAILLER,P.E. . FL P.E.#58705 �