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<br /> � E�IERA� f� OTES
<br /> 1. GRIDLINES SHOWN ON CONSTRU�TION DOCUMENTS MAY NOT ;';:$��'
<br /> � CQRRELATE WITH GftIDLINES SHOWN ON PRE ENGINEERED METAL =
<br /> CANOPY 5HOP DRAWINGS.
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<br /> � F2 4'-0"X4'-0"X2'-6" (5) �5 EA. WAY EL 546.00
<br /> � THICK TOP & BQTfOM �`� x
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<br /> � '� �rj � SCHEDULE NOTES:
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<br /> � � � � �t� EL 547.1 Q ,f ' , 2. "FF" = FINISH FL04R
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<br /> � /'' 1 S 1 1 O 5280 1. PAD F40TINGS SHOWN ARE CENTERED UNDER STEEL CQLUMNS
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<br /> ��� CQ�'�TRUCTION � ' C�NTAINMENT � UNLESS NOTED OTHERWISE.
<br /> '� �. J 1NTS ; ', TRENCH z 2. CQLUMN ANCHOR BOLTS ARE TO BE ASTM F1554, GRADE 36 OF =
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<br /> 1 S 110 S280 v THE SIZES SHOWN ON THE PLANS. ANCHOR BOLTS ARE TO BE
<br /> � I � i F1 \, � '� � F1� J � Q LOCATED BASED ON THE "ANCHQR BOLT LAYOUT" PROVIDED BY
<br /> � � o �,� SL� � h��, � � � 5L4PE 1,/12 � SLQPE 1 f 12 PEMB. .
<br /> 3. REFER TO CIVIL DETAILS FOR GRADE PREPARATION F�R CONCRETE
<br /> � � + SLOPE � � � �- SLABS.
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<br /> � EL 547.00 ��` TRENCH LP BRACING PERMITTED �' �
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<br /> , j `. {�1 RT Et�ST AND WEST 1 S 1 10 528�
<br /> '�,� � �4 t� 12" EW �`� EOGE OF SLAB
<br /> '' ,l'� CENTERE�J IN SLAB " � � .
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<br /> � " LIGHT BROQM FIN15H (l74)
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<br /> TRENCH HP , 'r�
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<br /> COL �IETAL CANOPY (BY OTHERS} COL �
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<br /> TOP OF PEDESTAL � ' i -�
<br /> EL 548.G0 � i;�___,_ , •
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<br /> N SCALE: 1 8" - 1 '_0" , SCALE: 1 8,� - 1 �_�"
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<br /> J issuE� Fa� �a�sT�ucT�o� ;
<br /> � �
<br /> DRAWN DATE SUBTITLE CURRENT FtEVISION 5YMBOL DATE �
<br /> SYM REVISION BY APPR4VED DATE SYM REVISION BY APPROVED OATE � � ACCEPTABILITY NATALE 03.1$,16 SKYDRQL MULE STORAGE CAN�PY 03.18.� 6
<br /> . 04 W�sq�-. THIS DESIGN ANDfOR CHECKE[3
<br /> `�'�r �� SPECIFICATION IS APPR(7VED PERKINS 03.1$.16 sHEEr
<br /> �" � � ENGINEER TITLE SKYDROL-GLYCOL FACILITY
<br /> ������ � APPROVED BY DEPT. DATE PERKINS ��•����� 1 S � 10
<br /> ' ' CHECKED
<br /> P AL M E R 0 3.1 8.1 6 � /� h��"'y,p�j /� �'��
<br /> a� ���305 8�� �,�� APPROVED /'.'ll V l.�J t."" j `t JOB ��. 1763Q 644 coMp Na. ;.';
<br /> �' 13T'�4 C�s # ,
<br /> s'�r°NA�. �� APP�°vE° STRUCTURAL MASTER EVERETT, Wq bwc No. 45-62-1S11Q
<br /> 3.18.16 ,
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