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TABLE 14A °�� ' MuNonC ac' 7abW IR2 ' �� i Opening Wldth(for�erdcaMspe�*dr9 muPlons)orOpening HeigM(fort.oAmrda9y-sparNrg mWOare) � � Sa In fi01n 701n b�In 90 In 7001n 12U in 140 in iB01n �gx.i p RatanOWsr tteWT� Haata�gNer Ta�IhW4 Rectm�guta TrzP�rtanB. Rectanguiar ToP?rlan4 RectmBuler TrzP'TAa�. RecleMulur ToyMmg. Rati�B�la TrapliF�g. RectenOWu TmMd�4 Rx�a�uler 7raP��G �5� � H� a 1.26':2.17" ��dina tnemra lnaat+e �re tuan� �maw �ceatr.� Lwema �naetrg waro ��p t.00dm �nodme �admc �wctrm �oaarg inmoa �+e �x�" � �^ r � x c �' �" � $8 8 �� r $g'_ �g'„ � �ug'_ �' �g,s �`g �ag's' g� Lyy'. ��. , w � XTuDeHlulm � �@� � � � ��' � �� ^ �'�" � �4�" � �$ � �7� 3 il� a a� � ti� � iS�' � t7� tgi S` d B` � �i ti n b U d � � � e B �� e e� m o� � �� `� �� b� �� b `� � €� �� `� �� ! s� ia � _� � �' �� '� �� g� �� g � ° � m� �, ; �� 3� �8 �� a � s rc �� s� s� �n� �� s� � �G d� �a� �& �e. �� s� � E� �a� � �3 �� c� � pZ W � t3N 1dC2 52b 167.0 52B 1Z0.2 526 td69 419 t03.0 e� 13fl8 di� 90.'I 51b 134.6 411 841 9H 13a.1 471 T21 518 1341 411 841 576 134.1 411 51.� h78 134.1 411 55.1 3� 13a.1 �11 y J � i 481n 96.8 407 10&0 373 B0.5 4Ri 94T 719 fi9.0 403 BO.4 330 �.4 4IX1 81.4 3�7 6S7 <03 79.t 375 4fl3 403 7fl6 31� 40,3 4W 79.8 314 39.3 403 788 31A 302 463 7&8 311 K J � � W.6751f1 523 3Q i1.0 301 6E.B 361 79.3 29� Sfl8 3@ 77.9 ZB9 61.5 3R. 87.1 2B8 48.7 387 64.8 TM 41.2 902 B3fi 2B3 34.3 3@ 63.6 18:1 9A 35! B3S 2B3 757 397 Bi5 183 � � �� _ ! 5CIn G7.B 319 74.1 167 56.5 318 9Q2 261 Ca5 318 5T.7 3S8 424 318 635 2Si 37.1 318 W.e 25U 33Y 319 456 Y4B 2fi9 318 49.1 248 272 310 49.1 2qB 212 318 19.1 240 a m p � � m � W In 6A5 239 67.7 27B 41.2 YSB JS7 214 35.3 258 -00.7 710 30.9 ?� 371 207 YT.S 4SB 34.8 209 247 258 334 1di 249 15B d].2 201 17.7 T58 322 ZYt 1E5 2� 7d.7 201 � F � c0 � � B3N 627 231 �5.6 8J0 35.8 T39 38.1 195 30.3 734 34.7 192 2fi7 2aa a1.6 789 7S7 234 134 196 27.4 234 2fl0 789 'I�.B �3M1 28.8 '183 15.3 234 2fi5 1B3 13.4 27� �.5 1W ti � a Q � � q5�ry 373 213 38.4 167 31.0 213 73.7 176 7d5 713 2J.B 178 432 473 27.0 173 ffiB 213 25.7 t70 7&8 213 517 169 18fi 213 T1.2 '167 t3.3 Z13 7Z0 168 �1 6 213 720 168 Z Z fn Z m �U � Tltn 268 17B 3�.7 1W Zt8 779 ?5.B 7R 20.4 17B aS 7C9 77.9 176 4Q3 147 16.9 57B 18.7 t43 w � j; "� �p � TBfn 263 tet ?5.4 140 70.7 181 27.0 137 17.4 161 18.0 135 151 167 17.0 137 � J 2 o n4Z � j Q LL7 1� 1 781n ?2S 162 27.6 733 'Ifl8 19 1&B 131 161 1� 17.6 12B '� TABLE140 . Z � � a ` � ` ' ANCHOR CAPACfTY AOJUSTMENT FORMULA: o Q X Z � � I MchorCapxlry7e6Fe Ee qNCHORCAP..,,�.,., a ~ 81 "o mo SiDstate 2.7kCau¢ie 39�Cac. HWrnvCfdU FllkCCM1RI PTWwC M9� (�ue)X( )=ANCHORCAP"„e � �� o � � 5I1G EYo MULLION CAP.,,o,,,o, � y � i 91GEkol�irecm 1N'BCDUrtrscm 3�1SEkoUttracm L�`ElcoUltrocm ��655Eko 5116'Eka 1fd'SSEko N70St� fH2S't�l nYS�el o W N � MehorCdp PaUama ��ry� M�� Ae9eoai« u�cm Ag#�ator suew C�6)ecrea'l�5] g«'+'l�9 USE 7HI5 FORMULA TD OBTAM THE'ANCHOR N Q. X Y Y I ecge mvurce ny r atrr i' 2�a' 7-118� T '��R" �' �-'�' �' �-��' 7 aae� o.sf� o.nr CAPACffY REnVIRED'CORRESPONDING TO AN � � t/1 � empeonmt y �aa• tair ia'a' tart 2 t-va° �-v4' 7dlP- 7-L4° tal4" t•vr 2 t-s�e• iS�9' �ares ' ACTUAL PRESSURE RE�UIRFI�AENT FOR THE � V N Q � + sarsrors�rnaao.c.i h5AlgbClp9/(Flp.Ij �eoirs 7�ms �oira ��w+ +aesms aao� �oios wa �mim �rein+ eeoim iea2ios �zns eesIDs usams OPENING.WHENITISLOWERhIANTHEMULLION � a2�' Z � OO � . CAPACITY(FROM THE TABLE)OF THE SELECTED � � �.0� � MULLION.R WILL VIELD A MINIMUM ANCN�R -� CAPACfTY N/HICH MAY BE USED TO WALIFY V� � � �� ADDITIONAL ANCHOR OPTIONS FROM THE j r\NCHORCAPaqrY7AeLE. PRODUCTREVISED � as eomplyIng wlth ffie Florlda Building Code Noa-no. 17-0630.01 � Explration oate05/2ol2021 1 / � ey �---� � TABLENOTES: Mlum a�� Praduc Cantro I 7)SEE SHEET 1 FOft WSTRUGTIONS ON USING THE TABLES AND SHEEf 25 FOR INFORMATION ON LOADING. ��268.� I SEE SHEETS 2-0 FOR GENERAL INSTILLLATION METHODS. r � 2)LINEAR INTERPOLATION BEf WEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABIE I FIGURE 1: 3)MULLIO�AND MULLION CLIPS SHOWN ARE NOTTO SCALE.FOR D(ACTDIMHVSIONS,SEESHEET821-73. � � � � HOLES TO BE DRILLED IN THE Fl0.D FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. p,�� FIGURES 9HOW BUGGESTEO,APPROXIMA7E HOLE LOCATIONS. � 125• ��uii�� ANGLE CLIP MUST BE USFD IN PAIRS. 4)SUBSTRATES:CANCRETE SHP,LL CONFORM TO ACI 301 SPECIFICATIONS.HDLLOW AND�ROUT-FILLED \�� yY L Nry �i��/ CONCRETE BLOCK UFt1T(CMU)SHALL CONFORM TO ASTM G90.WOOD SHAIL BE PRE9SURE-TREATFD � � 'C`�.•'L�GENSF��1��. YFLLOW SOUTHERN PINE WI7H AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 M7D BE A MINIMUM OF.125' ��: THICKSTEELSTUDSTOBEAMINIMUMGRADE33AN0.045"THICK(18GAUG�,STRUCTllRAI.STEELTOBEAT 1,28•X2.11'X.12SMULLION . �•.� ; � LEAST,125 THICK AND A36.ALL ANCHaRS 1NT0 METAL SHALL IXfBJDAT CEAST 3 SCREW THREADS BEYOND (IMEGRPL FIN MULLION) =*; No.58705 THE MATERIAL#10&tFi2 ANCHORS INTO WOOD MAY BE STEEL,t&B S.S.OR 410 S.S. ,�} •� *_ �.• �s�� :°�'�•. "� �� i i F ��:c�ORIDP,.• \�: � ��'SS��rNAL EU�G�� A.LYNNIvIIIlER.P.E. � FL P.E.#58705 � i t I