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TABLE 2. .�',,�;'i�i! ,�;�,'"i i
<br /> '�.
<br /> ' .; � ;, , `;,, `/ �
<br /> ;ti{� y�.�!.S�
<br /> Anchor md Su6sVate Serles 470 Anchor Quantitles and Design Pressures using Heavy Duty Relnforceme�t TOTAL#OF ANCHORS CLUSTERED � � �
<br /> TypB.588 Tebie 1, THROUGH THE HEAD 8 SILLAT EACH PANEL ,� �.F�?��` _ �
<br /> Sheet6 FRAMEHEIGHT(INj REOUIREDA PANELM ETINGPOIMANDI �/� `-�-' �
<br /> � �y gg �pg 120 ANCHORREOUIREDATMIQSPANOFPANEL� • �J''� ���" j
<br /> �/j,f,.a, �S i<;:: ,
<br /> NOM. ! � i � � ANCHORAOE TYPE PER SU&STRATE ",�� � S��'�''`.� . i
<br /> PANEL FRAME , ' REQUIREDTOACHIEVETHEDESIGN F���R`���T� - �
<br /> A B C � D A B , C , D A 8 C D A B i C D A B , C � p pRESSURE,USING THE ANCHOR �
<br /> WIDTH SIDE . �UANTIES USTED BELOW.SEE i!i l 1 i��.�� ;
<br /> (IN) TABLE 7,SHEET 6,FOR COMPLETE A,LYNN MILtER,PE,
<br /> Head 8 Sill C3+1 C3+1 �C3+7 C3+� C3�1 C3+1 C3+1 C3+1 C3+� C3+� C3+� �3+1 C3+� p+� 'C3+� �.� �3+1 C3+1 C3+1 C3+1 AN�HOR LIMITA710NS. P.E.k 587Q5
<br /> Jemh 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 8 8 8 B 6 TABLE KEY: Npqj,;� O O
<br /> 24 P-hoak B B 8 8 E B 8 B 9 9 9 9 10 10 70 10 11 11 � 11 11 PN�4 FRAME A � � � 0 '
<br /> +80.0 +�.0 +80,0 +BOA +80.0 +80.0 +8D.0 +�.0 +8p.0 +80.0 +80.0 +80.� afiq.0 +60.0 +60.D +fi0,0 i60.0.afi0.0,t60.0 +80.0 w�DiH S�DE �
<br /> Design . � a- �t t
<br /> , �QN1_:''r �
<br /> ' T � i
<br />------------Press_ure__80.U-�0.0 -80.0_�0.0__�O.Q _�D.D__-80.0 �OA_-�0.0_�09 -80.0_90.0__65.0 �65.0 �65.0_�5.0__65_0 -65.0 �5,0 -6§.0------------,:.,,-::,,-Nesda-sa�--cs.� -O
<br /> �,��- ----c�- -�
<br /> F1ead&SIII C3+� ' C3+� �C3+1 ' C3+y C3+1 C3+1 C3+1 ' C3r� �5+1 C3+1 C3+1 q+t C3+1 q+1 C3+1 C3+1 C5+1 ;C3+1 q+7 C9+1 '�"'b $ �,� �� �
<br /> Jamb 5 5 " 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 ' 6 6 6 �24 . Pfiook e � � � �
<br /> 30 P-hook 8 8 B B 8 8 B � 8 9 9 9 9 1D 10 10 10 17 11 '11 '11 Preass�ma .8p,o �� Z �V"
<br /> p��� +80,0 +gp,0,+BD.O +Bp.O +BO.D +gp,0 +80.0 +80.0 +80.0.+8p,0 +60.0 +8p.0 +60.0,+60.6,+80,0 +fiO.0 +6p,0 +fi0.0,+60.0 +60.0 �� �� J �
<br /> Pras9ure �p,p ' .80,0 -80.0 �80.0 -80.0 $0.0 -BO.D �0.0 -80.0 �.0 �0.0 A0.0 1'i5.0 -65.0 ' b5.0 �65.0 Fi5.0 ' -65.0 ; �65.0 65.0 NOM. W
<br /> PANEL=FRAME WIDTH Q C'7
<br /> Head85ill q+1 C3+1 C3+� C3i1 C5+1 C3+1 C3+1 C3+1 C5+1 C5+t , C3f� , C3+1 C5+1 q+t , q+1 C3+1 C5+7 C5+1 C5N C3+1 WIDTH #OFPANELS � `"' i
<br /> Jamb 5 5 5 5 5 5 5 5 5 ; 5 8 5 6 6 ; 6 6 6 6 � 6 6 W C7 0 ' �
<br /> 36 P-hook 8 8 8 8 0 8 B 8 9 9 9 9 10 10 , 70 10 7t 1� ' 71 11 THE MAXIMUM NEGAl1VE DESIGN --� � DO �
<br /> +80,0 +8p,0 i8p,0 +80.0 +gp,0 +80,0 +8p,0 +80.0 +80.0 +gp,0 +gp,0'+80.0 +6D.0 +60,0�+60.0 +60.0 +80.0�+60.0 i69.0 +60.0 PaE55UREATTHESEANCHOR Q O � � �
<br /> DeSign QUAM'RIES. F.-
<br /> Pr�s�e �o.o so.o -eo.o �.o �o.o �o.o �o.o �o.o �o.o �o.o �a.o ' Ba.o �s.o -a�.o ; �as.a �ss.o -ss.o �ss.o �s.o �s.o � � F- a �
<br /> THEMAXIMUMPQSITIVEDPATTHESE W J
<br /> Head&Sill C5+2 C3+2 ; C3+7 ;C3+� C5+2 C5+2 C3+1 ; C3+1 C5+p CSr2, CSa1 C3+1 C5r1 C5+� � C5+1 C3+1 C5+1 C5+1 C5+1 C3+7 ANCHOROUANiIT1ES.ADDRIONALLY, � --� z �
<br /> Jertlb 5 5 fi 5 5 5 8 5 6 5 7 � 5 6 6 6 6 6 6 7 6 THE MAXMIUM DP FORTHE SILI HEIGHT � � �
<br /> 42 P-hook 8 8 ' 8 8 8 8 8 8 9 9 9 9 10 10 10 10 11 ; 17 71 11 MUST ALSO BE CANSIDERE�,SEE (A � �
<br /> TABLEA,THIS SHEET (n
<br /> Design +80.0 +EO,p +8p.0 +BD.O +80.0 +80.0 +80.0 +BD.D +80.0 +80.0 +80.0 +Bp,O i60.0 +60.0 +6Q,0 +60.0 +80.0;+gp,0 ;60.0 +80.0 W Z
<br /> Pre99�ae -80,0 -80.0 �0.0 E0.0 -80.0 -80.0 EO.D �80.0 -80.0 �80.0 A0.0 -80.0 �5.0 �'i5.0 &5.0 �5.0 SS.O ; �65.0 ; -65.0 �5.0 TOTALitOFANCHORS � 0
<br /> THROUGH THE P-HOOK. $ � � � ,
<br /> Head&SIII C5+2 C5+2 q+2 C3+� �,S+Z C5+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 C5+2 C5+1 C3+1 C5+2 C5+2 C5+1 C3+1 T07AL#OFANCHOaS 25 Z � F
<br /> Jamb B 5 7 5 6 5 7 5 7 , 6 8 5 6 fi 7 6 7 6 8 6 THROUGHTHEJAMB. C7 J �
<br /> 48 Pfiook B 6 ' 8 8 8 8 8 6 9 , 9 9 9 10 i 70 10 10 11 � 11 ; 11 11 � � W Z p
<br /> pesign +80.0 +g0.0 +60.0 +80.0 +80,0 �8D,0 �80.0 +80.0 +80.0 +Bp.O +60.0 +Bp.O ifi0.0 +gp.0 +80.0 +6p.0 +g0,0 +Bp.O +Bp,O�+60.0 FIGURE A: �� �> ��
<br /> Preesuia �D.O , �,0 �80.0 �0.0 -80.0 -00.0 �0.0 �0,0 �0.0 �80.0 �.0 �0.0 85.0 �5.0 G5.0 $5.0 Fi.5.0 �Ei5.0 65.D -65.0 OH LENGTH ;
<br /> FieadB SIII C3+2 C3+2 ' C3r2 C3+1 C5+2 C3+2 C3+2 C3+� C5+2 C5+2' C3+2 C3+1 DOORASSEMBLIESINS7AilED �
<br /> TABLE A WHERE THE OVERHANG(OH)RATIO
<br /> Jemb 5 5 6 5 5 5 6 5 6 5 7 5 7HE ISEOUALTOORMORETHANIIS � � '
<br /> 54 P�WOk 8 8 ' 8 6 8 B 8 8 9 9 9 9 Wamr-Llmited(+)Dasipn Preawre �SSER � E%EMFTED FROM WATER g�A � �
<br /> DBSign +E0.0�+60.0 +60.0 +6p.0 +80.� +60.0 +60.0 +�,0 +6D.0 +60.0 +60.0 �60.0 NortlirmlSill AGtuBI$ill VALUEOF INPILTRATION.THEOVERHANG ��'�
<br /> Me%.{t)DP AlIOwCG TABLE A = w+710 SHALL 8E CAICULATEO BY �4' �
<br /> PreBeure $p.0 1i0.0 �60.0 , �0.0 �0.0 �BD.O �80.0 �0.0 -60.0 E0.0 1i0.0 �D.O H� �� AND p THEFOLLOWINGEDUATION: �
<br /> 60
<br /> 1-11/18" 1.888' O�eR�engReq'd(FI9A) TABLE2 � �
<br /> Head&SIII C3*2 C3+2 C3+2 C3+1 C5+2 p+2 C3+2 C3+1 C5f2 C5+2 CS+z 'C3+'I OH R4TI0=OH LENGTHIOH HEIGHT �d� t
<br /> Jemb 5 5 6 5 5 6 6 5 6 5 7 5 3-�l2" 3.469' +BQOpaf �HE RMWES �Y �
<br /> �
<br /> 60 P�mok 8 8 8 8 B 8 8 8 9 9 9 9 41/1G 4.03T +80.0 pat WATER
<br /> Oesign
<br /> +6p.0 +60.0 +60.0 +60,0 +80.0 +80.0 +80.0 +6�.0 +6p,0 +60,0 +6p,0 +60,0 q.5l6' q,614" +�pp,Opsf LIMITED ;
<br /> Pressure F0.0 f0.0 �&0.0 1�0.0 �60.0 �&U.D �80.0 �.0 �60.0 �60.0 �0.0 fi0.0 (i)DP. s
<br /> ..., - ,...`..RelntoicemerKiRequirad,.lBeePartaon,5luet10) .,...,.�� .`_....;..'. t DETAILSAPPLYT02,3ANDQTRACKCONFIGURATIONS. �
<br /> 2)SEE SMEETS 24 FOR ANCHOR LOCATION&SPACING. I
<br /> hteAak�LacklFzedStite Astre�l AsqegalAddon Top1$ottomHeil Plete(Partfl24,25) � �
<br /> 3)SEE TABLES 2 8 3 FOR REINFORCEMENT REOUIREMENTS.
<br /> Pert#29 Pert#28 PeAN 26 Pert#30 Port#28 Req�ored for Nei�ts a.�96" 4)COMTINUOUS ANCHOR PLA7E,REM ae,15 REQUIREo aT ALL FRAME � i
<br /> ANCHOR LOCATIONS.
<br /> 5)PANEL WIDTH DOES NOT INCLUDE INTERiOCK ORASTRAGAL ADPON. �- {
<br /> 6)SEE SHEET 2 FOR APPLICABLE DLO PER PANEL SIZE. �
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