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111111/ �� ON...-'•-•. 1/! ��i TABLE3: � 1�:--ti�cer+sF��'�EP �� ��:' •. *; Series 470 Anchor Quantities and Design Pressures using Standard or �� No.58705 AnclwrandSubstrale CompositeReinforcement - ; � Type.See 7able 1, _ � Sheel 6 FRAME FIEI6HT(IN) �'•.. GZ-5��'�� i 80 � � TOiALpOFANCHIX3SCLU5TERED � � �• TA � THROUGHTHEHEADBSILL.ITEACHPAMEL - �� '•.F�OR1D�',•'�� WIDTi FSIDEE A 8 I C I D A �� B I. C I D A i B � C I D AI�HDRRE�R ATNJ SP/WOFPANEL� ''��SiS��NAL�?�`\ �M� ' 1 i � ! .� � � A.LYNN MILLER,P.E � 1 � I I I I NNCHONAGE7YPEPERSUBSTRA7E P.EA58705 HCed&SIII C3+1 C3ry j C3+1 i C3r1 pr1 i C3+1 � q+1 � C3+1 q+1 � q+! ' qt1 � C3+7 REOUIREDTOACHIEVETHEDESIGN PRESSURE,USING 7HE ANCHOR O O Jamb 5 5 I 5 5 5 � 5 5 5 5 � 5 5 ; 5 ovnMlES u57EO eeLOw.seE Y �- y � 24 P-hook 8 8 � 8 ' 8 B � 8 ' S ; 8 9 9 , 9 9 TABLE 1;SHEET 8,FOR coMPL� � � � � � 4 � � ANCHOR LIMITATIONS. � ` � �esign +60.0 +60.0�+fi0.0 I+60,0 �60.0{+gp,0 i+60.0 i +6D.0 +60.0�+5p,0�a6Q.0�+6p.0 � �- p Pressure �p_p �0.0 � -fi0.0 ( -60.0 -6D.D i -60.0 ; -60.0: 50.0 -60.0� -60.0 j -G0.0 i-60.0 TABLE KEY: NpM, (n a`- U` at�� FanMe A �.O z� Head 8 Si0 C3T7 , C3+1 � C3+1 i C3r1 qr1 � C3r� � C3+7 i q+t C3*1 I C3�1 � C3*1 � C3+1 wioit� SIOE � (q ¢ JamD 5 5 � 5 I 5 5 ' S � 5 ' 5 5 5 � 5 � 5 �� Z �� 30 P-hook 8 8 8 y 8 B � 8 j B ; 8 9 � 9 � 9 9 need a sm cart J Design +60.0'+60.0 a,60.0�+60.0 +60.0 t+60.0�+60.0;+6D.0 {60.0 +60.0 +60.0�+60.0 za P e.twok e� � W two Q � Pressure �.0 ; �&0.0 � �oA � �0.0 -so.o � -60.0 ; �0.0 ; �&0.0 -so.o j -sao,1 �o.o �.o oasi9� +ea.o �..� � arecsure � HeadSSi➢ C3+i ' pt1 j C3+1 . C3r1 C3+1'j C3+1 i C3+1 I C3+1 C3+1 1 p.t { C3+� � C3+1 �.o � (� V- Jamb 5 5 j 5 � 5 5 i 5 � 5 j 5. 5 � 5 � 5 5 N�µ J z O 38 P-hook 8 - B 8 � 8 B 8 � 8 8 9 � 9 � 9 9 PqNa=FRARIE Wiuni [p O �� y�rp7ry i!OF PANELS Q Design +60.0�+60.0�i60.0 j+60.0 +fi0.4�+sp.0 +gp.0 I+6D.0 +6DA�+gp.0�+60.��+fip.0 5 H � Ptessure �p,0 i �50.0' f0.0! -60.0 -60.0 i �OA � -60.0 �60.0 -60.0 �0.0 �0.0 �0.0 � � LL � 7HE MAXIMUM NEGA7NE OESIGN � --� .qp � f�eedBSil� C3+1 � C3�7 ` C3+1 � C3a� �+1 .{ C3�1 I pN �! C3+� C5�1 I C3+1 I C3+1 I C3+�� PRESSUREA77}IESEANCHOR � Q �Sz � i I i ' S ' ' Cn 42 P-hOOk B � 8 ; B � B B � 8 � 8 .� 8 9 I 9 9 I 8 THE M1fAI(IMUtA POSITNE�P AT THESE W � Design '�b�•U;+60.0`t60.0 i60.0 +60.0� ;60.0 +60.0 y+y�,U +bU.0 I+�,0 �60.0 �60.0 ANCHORQUAMRIE9.ADORI�NALLY, � � � 7}1E MA%IldUM DP FORTHE SILL HEIGHT � R � PresSUre .�.D s -640 � -&OA � -&0.0 -&0.0� -60.0 �&OA � �0.0 �D.O � -6Q0 �SO.O � E0.0 MUSTALSOBECANSI�FRm,SEE � O U` TRBLE A,TNIS SF�Ef. Z � Head&Sill C3+2 i C3+1 � C3+1 j C3+1 C3+2� C3+1 � q+1 � C3+1 C5+2 1 C3+1 � C3+1 C3+1 �, � S C`� ,� � Jamb 5 ' 5 � 5 j 5 5 '+ 5 a 5 i 5 5 � 5 I 8 � 5 707ALpOFANCHOf75 f%) � �O 48 P-hook 8 8 � 8 � 8 B B B 8 9 � 9 9 9 �Q�GH TNE P-7i001(. � � �WO �Z � � TOTAL#OFANCHOR3 � a � Design +60.0�+60A�+60.D;+gp,0 +60A� •80.0 j+60.0 i"+60.0 +gp,0�+gp,0� ifi0.0�+60.0 7HROUGHTHEdAMB. P�S�� -sn.o ; �o.o � �o.o ; -�a.o -so.o -so.o ; �o.o j �sa.o -so.o � -sao � �so.o 1 -so.o � �RalnforcomoatsRoquirod lSoo Parmon Shoot 70J �� Inledac6 LocklFlseE stlle Astragal Astrzgat Aatlon TopBOttom Rall FIGURE A: ��'k r.' � Sferderd PartN 28 PmtA 26 PertN 26 Partg 3D PartS 26 OH LENGTH =�m� � ��ji qo O Thertnal-0pfion ParttF 2B ParVF 27 PaMl27 PaRS 30 PartS 27 DOOR ASSEMBLIES INSTALLED R z x WHERE THE OVERHANG(ON)RATIO � ` IS EOUAL TO OR MORE THAN 7 IS TABLE A: �I EXEMf+TED FR�N WATER THE w INFIL7RATION.7HE OVERHANG Water-umload(+)�a5gn Pre$ure x RATIO SHALL BE Cd�LCULA7ED BY LESSER NOiS Nominal S�I Adual Sill VALUE OF p T��OIMNG EQUATION: 7)DEfAaS APPLY TO 2,3 ND 4 TRACK CANFIGURATIGNS. Max.(+�pp p��py�d TABLE A 2)SEE SHEETS 2-4 FORANCiOR LOCATION d SPACING. ��t Helght ANp OH RATIO=OH LENGTHIOH HEIGHT _ 3)SEE TABLES 2 83 f-0R RE�IFORCEMENT REDUIRE�IENTS. 1-11/16" 7.688" Owlhang Fieq�(Flg A] TABLE 3 4)CONi1Nl1 W 5 ANCNOR PLATE,fTEM pB,IS REOUIRED AT ALL FRAh1E � DETERMINES ANCHOR LOCATIONS. 3�'l/2" 3.464" +60'0 psf TME 5)PANEL WI�'fH DDES NOT ItJCLU�E INTERLOCK OR ASTRAGALADU-0N. q.i/�8" 4.037° .80.0 psf WATER B)SEE SHEET 2FOR APPLICABLE OLO PER PANEL SQE. ' 4iA�I7ED 45/B" 4614" +100.0 psf �.)DP. l