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f ;:`�. <br /> s � ; ,� � <br />� ��- � � <br />� . <br /> i J � <br /> ,, ..> 4 . ... . . .1..,- ' .'.: <br /> . . . . . ' . . �.' . � <br /> ..:. � s: ' ....i . . .. . .. . . . . , � <br /> .. .... .: . . <br /> j ':. . .:1 . . '.'. . .`. .. . . . . . �: . . . .. . . . �. �.. . . �. . <br /> ( . � � . . , . . . . . <br /> � . . ; � , . <br /> � � . 1 I <br /> �� ' � � l� � Q � SF.CTION 2 <br /> � 76- . <br /> ;,,.�,g� . CONCRETE <br /> � <br /> � • ' <br /> 3 . FOOTINGS : 8 " wide by 36 " deep below top of floor ar.•ound 1, �> rz - <br /> '; meter of building with two rows of ff4 rerod continuous ai:ound <br /> :;� � <br /> . ; <br /> ;�, <br /> footing : Foot- ings to be dug wi. th trenching machi. ne . Re ,:o :.is <br /> '� shall be lapped . <br /> � • f <br /> � 9 . PIERS : Concrete piers for frames will be designed for proper ' <br /> loading . Hairpin reinforcing rods around anchor bolt at otic- <br /> � side frame location to extend into floor , per buildi. ng matiu- ' <br /> � � ' <br /> . • facturer specif- ications. . <br /> .� <br /> � . <br /> � 5 . � DRAIN : Concrete drain with metal grate as shown per. plan . <br /> :;;j Location is shown on floor plan . <br /> ,,� <br /> ,rt <br /> �; , <br /> `� 6 . RETAINING WALLS : Retaining walls to be 8 " wide reinforced <br /> ','t� <br /> '`� and height as shown on plans . Truck service pit is to be as <br /> '„ . <br /> h�' shown on plans . <br /> ` if J <br /> P� <br /> .LLf . • . . . . . <br /> � <br /> l� <br /> � ._it( • . . . . . <br /> :.'`�� . . . . � <br /> ' SECTION 3 <br /> �,�:��2 . . . <br /> ' ��a�i . . . . <br /> ': �� STEEL BUILDING , <br /> -.t� <br /> ' .0 <br /> -;;i�{ l . SIZE : 60 ' x80 ' x16 ' ri.gid frame building wit- h a 20 ' >: 20 ' x10 ' <br /> r:�-:, <br /> �; . . . <br /> ',+;�; lean- to office building . ' <br /> �r� � <br /> .'; � <br /> ?� . � <br /> �, .� � J : : <br /> . <br /> � . :3 � �'��<e. 7. .:,� . . <br /> a�� . �� N j^ '� � <br /> ; I a , <br /> � <br /> � . � <br /> . . . , - . . . . . . , . . . . � . . . . . . , �. �.�r��j ' . <br /> ':�l. <br /> . � � J <br />� <br />