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TABLE 2: `��ON.�I.YNN�.f/��i� II `�Pat:. `��er�sF�•:`c-P : i qncnorand subs�rate Series 470 Anchor quantitles and Deslgn Pressures using Heavy Duty Reinforcement TOTAL d OF ANCFiORS CLl1STEREO �-�.' ��.�r% Type.See Table 1, 7HROUGH THE HEAD 8 SILL AT EACH PANEL No.58705 - Sheel 6 FRAME HEIGFf�(IN) MEEfING POINT(EX:FOR C3+1,3 ANCHORS = = �p � . - REDUP2ED AT PM1EL IdEETING POIM AND 1 - �Q�°""�^ - 80 &l 98 108 �p0 ANCHORREOUIREDATMIDSPANOFPANEL). �'•, f�31��J� ; �1 NOM. � I j a ? 1 i i � ° i � ANCHORAGE TYPE PER SUB5TF3ATE %O�', �ATE �F ::\=CC/\ PANEL FRAME ,� � � � ' i i i ; p { RE�l11REDTOACHEVETHEOESIGN •��,R��••'� � A B � C D A 8 C D A � B s C i D A B C � D A B 1 C i D PFtESSURE,USWGTHEANCHOR ��SS �G� wio�ni sioe { i I I s � i f ; . /p E�� � � � 3 � � I �UANTIESLISiEDBELOW.SEE ��,I NA�,1�� (�N) j ' � j j f � � � TABLE 1,SHEET 8,FOR COMPLEfE A.LYN�II�tIL�L�R P.E ANCHOR L1�ifTATIONS. p.��ps Head&SW C3+1�Ci+t! q+1 j Gi+1 C3+1 j C3+1 j C3+f j C3+1 C3+1 I p+1 .C3+1 � C3+1 p+1 ±C3+7 � C3+1 � q+1 C3+1 , C3*1 ! q+1 I pr1 � Jamb 5 ! 5 ; 5 i 5 5 � 5 i 5 ! 5 5 j 5 � 5 ':. 5 6 � 6 � 6 '. 6 6 ; 6 ; 6 ? 6 TABLE KEY• uom.' O O � 24 P-hook 8 ; 8 � 8 ' 8 8 ; 8 j 8 j 8 9 i 9 ? 9 ' 9 10 10 j �0 � 10 11 j 11 { 17 ' 17 PaNEL FruME A � � s O w�tH sioe Oeslgn +80.0 l+80.0 j *8D.0�+80.0 +80.0 j+BO.D j+80.0'+BD.O i80.0�+8U.0 i+80.0 j+gp,0 +60.0�+6J.0 1+60.0( +60.0 +5p,0 f Ffi0.0�+60.0�i60.0 �W� � � � � Pressure -60.0 . -80.0 A0.0 y' �0.0 �0.0 ( -80.D + �80.0 j �.0 -BD.D � -BD.D;; �O.D j �0.0 fi5.0 i -65.0 1 -65.0+ E5.0 -65.0 i �65.0 I �fi.0 ! -65.0 Q � � ' Neaa 6 Sul G3�7 � �[- � He�8 Sill C3+y �q+1 j C3t1 �Gi+t C3N � C3+7 � p+t � C3+1 C5+1 � C3*1 ;C3+1 � C3+1 pt1 j C3+1 j C3+1 � C3+1 C5+1 j C3r1 � C3+1 �C3+1 '�"'h s �� z(� .kmD 5 � 5 f 5 � 5 5 � 5 j 5 I 5 5 � 5 i 5 � 5 6 a 6 6 I 6 6 � 6 I 6 � 6 �4 P-hook B €� � � f Des�gn +80.0 H �� 30 P-hook 8 i 8 � 8 B 8 � 8 I 8 � B 9 I 9 j 9 9 70 ; 1D 10 ' 7Q 11 � 11 I 11 ' 11 amssum �O.a C� Z Oesign +80,0�+B0.0�+80.0�+80.0 +g0.0;�8D.0 I�80.0 I k80.0 +80.0�,+80.0 j+BD.O +W.O +60.0;+6].D',+60.0�+fi0.0 +6�.0 I +60.0�+60.0�+60.0 J �SS�re �o.o !-eo.o� $o.o i �o.o �o.o j -eo.o � -sa.o � -so.o �o.o � -eo.o ��o.o j ao.o �s.o ;-ss.o j as.o � �s.o r�.a j �s.o i �se.o i as.o Nonn. w ' FRAME WmTH PANEL= #OF PANELS � � Head 8 SJI C3+1 'C3+1 I C3r'i � q+1 C5+�� pat ; C3a1 I C3+1 CSa1 �C5�1 j C3+1 j C3+1 C5+'I � C3+1;qa1 j qat C6+7 � C6+1 � C5+1 I C3N WIDTH � Jamb 5 � 5 j 5 � 5 3 � 5 � 5 � 5 5 � 5 � 6 � 5 6 6 6 ; 6 6 J 6 j 6 � 6 N (� � 36 P-haok 8 { 8 j 8 � 8 6 � 8 � B � B 9 � 9 j 9 � 9 10 � �0 i 10 � �0 1� � 11 j 71 j 11 J Z � i TNE MAXIAIUM NEGATIVE DESIGN CD Desi� +8D.0 I+80.0� +80.0 I+g0.0 +80.0�+80.0�+80.0 I+p0.0 i00.0 I+p0.0 I+80.0 +80.0 +60.0 I*67.0��60.0 I*60.0 *6D.0 *60.0�*80.0 I+6U.0 PRE33t1REATTHESEANCHOR m O y Pressure �0.0 ��0.0 �0.0 � -60.0 -80A j -80.0 �0.0 f -80.0 �0.0 �0.0 � -80.0 � �80.0 �65A � �5.0�� 65.D �65.0 -65.0 � �65.0 � �5A f �65A awwrrr�s. � � � F. He�8S01 C5t2 f q+2; pF1 �Gi+1 C5+2 j C5+2� C3+1� C3+7 C5i2� C5+2 j C5+1� C3+1 C5+1 � CSt1 { CSi7 j C3+1 C5+1 ` C5*1 f C5+1 C3+1 THEMAXRAUMPOSRIVEDPAT7HESE a tt W � �� IWCHOR�UAN71TIE5.ADpf170NALLY, � p JaiTb 5 I 5 I 6 5 5 � 5 I 6 � 5 6 � 5 J 7 I 5 6 � 6 � 6 I 6 6 � 6 j 7 6 THE MAXIMUAI�P FOR 7HE SILL HEIGHi � � .7,Z 42 P-hook 8 � B � 8 �I B. 8 � 8 � 8 � 8 9- � 9 i 9 � 9 10 � 10 � 10 j 10 11 � 11 � 11 � 11 �TALSO7ABLEA,I7HS8FfEEf. N � Oesign +8p.0 +80.0�+80.0�+8a.0 �80.0�+80.0 j+80.0 J+80A t80.0�+80.0?+80.0 +gp.0 +60.0 j+60.0 j+60.0 I +60.0 +60.0}+6QD +6�A�+5p.0 W Z P255UfE �0,0 I $D.D I A0.0 � �0.0 -90.0 j -80.0 I �D.O � -80.0 �80,0 I �D.O � -80.0' $0.0 -65.0 � -65.0 � -65.0 � �86.0 -65.0 � 66.0 I 66.0 � $5.0 TOTALlIOFANCNORS Q' Q THROUGH THE P�FiODK � g d Hea185u1 C5+2 � C5+2� C3r2 1 C3+1 C5+2� C5+2 I C5+2�C3+1 C5+2 �C5+2�C5+2 j q+1 G5+2 J C5+2� C5+1 ; Q+7 CS+2� C5F2 C5+1 � q+1 70TAL#oFaNCHORS ° 8 � Z � Jamb 6 � 5 � 7 � 5 6 � 5 1 7 5 7 6 8 � 5 8 i 6 7 j 6 7 8 6 � 6 THFIOUGH THE JAMe. � � 48 P-hoak 8 I. 8 8 8 8 i 8 � 8 8 9 9 ? 9 f 9 10 ! 10 10 10 11 I 11 I 11 � 11 m~ m �� } Design +8D.0 +80.0 {BD.O +80.0 +BD.O�a8D.0++80.0 j+80.0 +8�.0 +BO.D f+80A�+gp,0 +60A�+60.0�+60A.+60.0 +60.0 i+60.0�+60.0 j;6D.0 FIGURE A: i y� �W m Z �^ Pressu�n �80.0 ! -80.0 j �0.0 ; -80.0 $0.0� -80.0 , -80.0 � -80.0 $0.0 � �80.0 ! -80.0� -80.0 �&5.0 { fi5.0 � -65.0 , �5.0 -b5.0 $5.0 � -65.0�� -65.0 OH LENGTH � a � "> � Heed&SBI C3+2 �p+2� C3+p I p+� C�p� prp{p.y I C3+1 C5*2 C5*2 i C3y2 I C3*1 DOORASSEMBLIE5INSTALLEO Jamb 5 • 5 � 8 5 5 5 � 6 � 5 8 I 5 � 7 I 5 TABLE A: WHERE lHE OVERHANG(OH)RAT70 �u ISEQLIALTOORMORETHAN113 � L � Weter�.lmlted� �SSER EXEMPTEDFROM WATER o� � 54 P-hook 8 � B � 8 � B 8 ( B B I 8 9 � 9 � 9 � 9 (�Destgn Pre�re � �esign +60.0!+60.0 I+5p,p�+60.0 +60.9 a60.0�+60.0�+5p.0 t60.0�+5p,p;+60.0 I+�,0 NominalSiO ActualSill VALUEOF If�ILTRATION.THEDVEWIANO .Mex.(t)�P Allowed RAT�O SHALL BE CALCULATED BV o 4'�4' �S PICSSUte �p,0 j�0.-0 � SO.D ��0.0 -60.0 � -�.0 � -fi0.0 -6D.0 �60.0 j E0.0 '; �0.0 � �&0.0 �9� Height T��A THE FOLLOWING EOUATION: �W�h $ 2Um-- ¢ HP2d 8 SIII C3+2�C3+2� C3+2 I C3+1 C5*2 j p+2 1 C3+2 � q+� C5+2! C5+Z�C5+2 I C3;1 �"��6" 1,680" O�ed78ng ReqC(Flg A)� T��2 OH RATIO=OH LENGTFVOH HEIGHT ��a� � Jamb 5 � 5 � 6 5 5 � 5 I 6 � 5 6 � 6 ? 7 I 5 31/7' 3.464" +6D,0 psi DEtERMINES 60 P-hoak 8 � 6 � 8 � B 8 � 8 ' B � 8 9 � 9 � 9 � g 4-1H6" �4.03T' ��O.Opsf A7HR az x � Desigi +60.0(+60.0�+60.0�+60.0 +6D.0�+60.0'�+80.0�*60.0 �60.0 +6p,0�+60.0 I sgp,0 p.yg 4.674° +100.0 pst V�D �'��R -eo.o i -eo.o� .so.o � -eo.o �o.o i bo.o , �so.o � �so.o �o.o � -�o.o � �o.o � �so.a I�)DP NDTES Rolnforcements Requlmd(Seo ParCS on Sheet tU) 7)DETAdS APPLYT02,3 AND 4 7RACK CpNFIGURATiONS. Intedock Loc'dFuced SNIe Asiragal Astragal Addon Topl9ottom Rail Plale(PeAC 24,2� 2}SEE SHEETS 2-4 FORANCHORLOCATION 8 SPACING. 3)SEE TABLES 2 8 3 FOR REINFORCEME�7f REOUIREh1ENi5. LParUt 29 Partn 26 PaAH ZB Pert#30 PaAY 26 Requimd Por Heighle o�er 9G� dj CONi1NU0U5 ANCHOR PIATE,ITEM#$IS REOl11RFD ATALL FRAME ANCHOR LOCATIONS. � 5)PAIJEL VJfDTH DOES NOT INCLUOE UfTERLOCK aR ASTRAGAL ADD-0N. 8)SEE 91EET 2 FOR APPUCABLE DLO PB2 PANEL SIZE.