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TABLE 74A � Mullbn Ca ac Ta610 IbaRt� � OponingWldtnQ�verUnEy�spaming�iots)orOpenlnpHelght((whoAzo�YeAyspaMrgmUAorrs) �� 60In 60 h 701n BO ln 901n 'IOO ln 120 b 7401n 7601n � O Redmpular Trepi�larp. Reetargwsr 7mpf�tla�q Recte�gu!ar Tmpirfo�8. RecKngWu TmWT��p Reola�lar iray/�da�p. Rectangul�r TraMifan4 Reote�lar ltap7da�g- RedaigWar haplfdare. Reclaguler 7�apTdanp. �4� � 128"li 2.11" Loo71r� Lwdr6 lua0V9 LoadlM Load4q loaClnB Loadn9 LwtllnB Loed4�H Wetling Le?d(r0 LoxAnB IcaeYg Loadtr6 LoaAnO LoadW Load'J61 LwQing g,y� � '�' X.126"A[Um �u ., r � �^ � �� Og � ��' � ��' � �` � �� 8 �g � �� N � TuEoMull � �� a �y � �� �� - �� - �� - �� m � � 4]In 1�G2 Sffi 767.0 4T8 120.2 57G 74fle �19 103.0 5l6 198.9 47� 80.7 628 134.8 �it 80.1 '616 13d.1 411 TI.7 519 130.1 171 fi0.� 626 134.7 417 51.5 526 131.1 417 45.1 51B 7311 �11 � �~jJ � J �gy� 98.6 1W 10&0 333 00.5 d03 9Q7 775 69.0 4D7 6H.4 310 60.< 4W e1.4 J17 G7.7 407 7B.7 355 48.3 403 7d6 374 4Q3 403 7B.B 31< 346 403 7fl9 31� 302 4W 78.6 314 ? = I 60625In B3 3B2 91.0 301 Bfl8 382 7&3 294 5b-B � 71.9 �9 61.6 3G1 87.2 4� 45.7 36R BC.B 7E7 412 3B2 638 26i 34.3 36R 67.6 �3 48.4 362 635 7%i T57 �B2 61.6 �3 � �$ N 6GIn 87.8 31B 74.1 267 56.6 31B &1.2 287 40.5 310 67.7 758 424 378 53.6 251 37] 318 50.8 250 31B 318 48.6 Y49 2fl3 �7B 49.1 2CB ?A.2 310 431 248 21.2 310 48.1 24B W p � m ; 601n 49S 15B 6f.t 218 41.2 268 46.7 241 35.3 26B 40.7 210 30.8 258 37.2 207 27.6 258 34.9 10d ?A.7 25B 33.4 203 20.8 259 3L2 �1 17.7 25b 322 201 16.5 268 37.2 201 F U (O J 3 03M �27 2a9 �.e 2W 35.8 T34 38.1 1B5 �0.6 234 31.7 192 28.7 2J4 31.8 788 29.7 274 29.4 18B Y1.1 239 2A0 'I&1 17.8 234 29.6 18J 15.9 234 28.5 1W 13.4 739 �.5 'I&7 S� a � i 6BIn 77,2 213 �.9 t87 3/.0 213 33) 17Y 26.5 413 7BB 'i78 T32 213 27.0 173 20.6 273 75.7 1T0 t8.8 213 2A7 169 1S6 273 T12 187 73.7 213 ?20 '1fi8 1t8 213 ?20 iBB Z (n$ �' � 71N 1BB 179 3U.1 155 23.9 178 25.8 1!� 2Q4 17B a6 74B 17.9 'VB 20.3 747 15B 179 18.7 145 � J � �� 78N 2G3 tfi1 4SA 140 '�7.3 187 21.8 197 17.4 701 18.0 135 'IS2 181 1Z0 iJ3 = V ¢Z 7BN ffi6 1ffi 9.b t73 16B 167 18.9 731 1fl1 152 17.5 128 a � r' � Z eN- Q N O TABLEI4B ANCHORCAPACITYADJUSTMENTFORMULA: Q ' Z AnchorC�pw14rT�hla ph�) ANCHOR CAP.,,,�,,,, F' o�� 9lbahele 2.7KCOMMe 3.9cCont. II090NCMU FIBNCMU PTV1baE Me19 �OPiva�X( )=ANCHORCAP..m � �� `� 5116•Ek0 tld'SSEko NiG'Eko I14•SSEko q106leel NI251ee1 tll2Slee1 MULLIONCAP.,.,.,,., (n Aanorrype 911EEkoUlltatm vrEicolnram yts'Fxouto-aon ia'Ekouurxm �� ia� A��a ��, �scre.r s scren USETHISFORMULATOOBTAINTHE"ANCHOR N AnohorClip PeNem. �10L0" �� rY X Y Y E�eUhlarte(Y¢ t• 2-1¢ t� 2V2' 9-ve• t• 2�f7 1• &1/t' z' �v� 2 0.a� o.5f• o.s21' CAPACITYREOUIftm"CARRESPONDINGTOAN F � (A (p emoeQneii ry�} ts�d• taiC 1�I4 1a1C r t-trr t-v1- 7-tra� 1•vd• t-v� t-vr � t�B• tara vdnes ACTUAL PRESSURE REQUIREMENT FOR THE V N ¢ � � aarroe�ru�ac.��a�sanyeaos�� n ��s reous ceoim ��°m� �°�sa �+°m% ��s wa 'reims �ae�ea eeoD� � ms 5�es a�m� uaoros OPENING,WHEt41TISLOWERTHAN7HEMULLION Q � Z O O CAPACITY(FROM THE TABL�OF THE SEIECTED � � m Q� , MULLION.IT WILL YIELD A MINIMUM ANCHOR _-� � g�� CMACITY WHICH MAY BE USED TO QUALIFY �+-� ' ADDRIONAI ANCHOR OPilONS FROM THE ANCHOR CAPACIiY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INPORMATION ON LOADING. ��2B8,� SEE SHEETS 2-4 FOR GFNERAL INSTAIl/1TION METHODS. S'KP.FJULT R6VISGD � os canplying wiM the FIQti� 2)LINFAR INTERPOLAiION BETW EEN MULL LENGTHS AND10R OPENING WIDTHS ISALLOWABLE. ouildiug Codo FIGURE 1: Ac��164Z�,o� Expim�iaoRp ��i� 3)MULLION AND MULLION CLIP3 3HOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. • � � � HOLES TO BE DRILLED IN THE FlELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEEfS 21-23. Z,��g• DY FIGURES SHOW SUGGESTED,APPROXIMATE HOLELOCATIONS. � �{j �0«a ANGLE CLIP MUST BE USm IN PFURS. 126, ��+1 i I I�� 4)SUBSTRHTES:CONCRE7E SHALL COMFORM TO AC1301 SPECIFlCATIONS.FIaIOW AND GROU7-FILLED \�.� t��Yi iV,,t�� i� CONCRETE BLOCK UNfT(CMU)SHALI CONFORM TO ASTM G90.WOOD 3HALL BE PRESSURETREATED �� • �F �i YELLOW SOUTHERN PINE WIiH AN SO OF 0.55.ALUMMUM SHALL BE 6083-T5 AND BE A MINIMUM OF 125' T `\��•'�,�CEN�F '� THlqt.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.00.5'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1.26'X 2.71'X.125'MULLiOn � � ' LEAST 129'THICK AND A38.ALL ANCHORS INTO MEfAL SHALL EXTEND AT LEHBT 35CREW THFtEADS BEYOND (INTEGRAL FIN MULLION) =-��;: �o,58705 • - THE MATERIlLL.#10&R12 ANCHORS INTO WOOD AMY BE S7EEL,18-8 S.S.OR 410 S.S. _ : _ - 6 : rr._ :n� : i.0_ ��G�- � a�I ��.' o�� c,, S IATL iV�� . ti10ft\O�:•'�(,%� C�� ''�,`,S;��orlla��'� A.LYhI15�KAllL��2.P.E. FL P.E.f�58705