Laserfiche WebLink
PERMANENT PLA�UE NOT LESS THAN <br /> � TYPE �C" 50 S� iNCHES IN AREA TO BE PLACED <br /> IN CONSPICUOUS LOCATION STATING <br /> � 1800R CAPACITY Q 20', 40', 60', 80', 100' <br /> 3'-8' 12'-0' <br /> � � <br /> x = <br /> � � <br /> � � <br /> a <br /> � LOAD DEAM � <br /> � �8. V <br /> a LOAD HEAM � ��� � <br /> � . , <br /> 12 -� _ LOAD BEAM �8� � .; ` <br /> ,� .� � �i <br /> BRACE � LOAD BEAM � _8, •�V� �l $ <br /> �u LOAD BEAM �8, � <br /> J � � <br /> 1�_8• <br /> CONNECTOR <br /> UPRIGHT LOAD BEAM ELEVATION <br /> u� <br /> M � <br /> # J <br /> � F � � <br /> W �a, v' � � O <br /> Q oP� a � (U <br /> «. <br /> 9�i^ � coi.u�r+ 3� � a� +;¢ � (/i � <br /> � 14 GA THK � 3/Bz �x 7 BASEPLATE V p d � � � <br /> 3, <2) 1/2'� ANCHORS J N� V J V W <br /> � 1/B 1-1/2' W � �W ""' Z <br /> 3/8'x 5'x 7' C 1,5 x I,25 ��5 En StDE tn m <br /> 14 GA THK I—I x �y N W � � � <br /> '. HASEPLATE 2• OF 1/8' BRnCE FF x a W y W <br /> 3 • (2) 1/2'0 ANCHORS EA END TOLCOLUMN 35• W y a Q p�q � a �% <br /> � BRACE ve• i• i N VI N ~ � �a �W � Z 1— <br /> P 1/8 1-1/2' EA �ACE `� S' CONCRETE SLAB ON GRADE N Y Q �� N� I R ~ I"" <br /> s COLUMN & HASE PL �°"P COLUMN BASE X-SECTION � N 3 z 3 �z Y� Z H � W <br /> � BRACE CONN � �� J �� Vl W �w Z J � <br /> m AJ . J NJ . 0 � � W <br /> m otiQU1Q Ol " =� 1- Q 0 � <br /> � NU NWW� W Z �� W <br /> � � W aoW � az <br /> N -� � �-+ <br /> � 1-5/8'H x 1' W (3> PIN CONN ����� a y� �o <br /> Z4 5, STEP o (3) AISI A502-2 RIVETS � W � tJ a � � � ('� <br /> � • o LOAD BEAM 7/16'0 2•oc € a . y �� Z � � o f U �p <br /> 14 GA THICK HOOK THRU SLOTS � 0 W II � W N Q = Z W o <br /> 1-5/Bx 3x o IN COIUMN b' ' �qy 1- II y F- .. Q U.-. d I <br /> 2.75� 3/16' THK � � . O li W ¢ W O Z f t/i aD W <br /> � CONNECTOR ��e VERT EDGES 0 o z u q f y -� a N � <br /> L�AD BEAM � 0 SA�ETY PIN TO RESIST ^^. N � ��'. � � Q <br /> 1000� UPLIi'T lOAD � <br /> � COLUMN-BEAM CONN <br /> i.i �j <br /> � <br />