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<br /> 1. All steel materials anci vvorkm�n5hip sl�all conform to the clarrent aisc m�nual of steel constru�tion. � � � :
<br /> 2. Material sh�.11 meet the foll_owirig specifications: � � '��
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<br /> A) Channels, plat�, arigl� A�TI�1 A3F�- dual certifi�ationi' S0 ksi �''�''�E .r. . ..._:;..�. �.�_<�u�� ;���3:� =.�e. '�_:'�.€.�.�: ��:£��_�.���� � �x�����`��
<br /> B) Square and rectangular tubing A�TM A500 grade b , 461�si � �� � ���� '�� � � � ��� -�� _ � �� � ��
<br /> C) Pipe ��TIVI A53, grad� b , 35 ksi �
<br /> D Wid� flan e A�TM A992' " C S,�' L AGAt'� Q/� - �o`� � 8�.;' ��t�-�If����eY .
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<br /> 3. Welding shall be by WAB�O certifi�ci welder� in accUrdance with the "welciing handbook" by th� American weleling soci�ty �� _ � � � � � ^K� - �A��� '�'������� s
<br /> s:>_<� _�� '_"�:a �>�. �.:;: �; � ,'.":� d�'�-� I H'��.
<br /> 4. All welds not spe�ified shall be 3/16" miniinum continuous fillet�Nelds using �WS e 70xx ele��trodes. � - --- -- _.�_ - ��� ������
<br /> 5. All st�el not ernbedde�d in coi7cr�t� or masonry shall b� hot-dip galvanized or r�c�ive �ne shop co�t of approved primer�aint. � �-_ ��, �.�.�: �, .� -�:ti,w��,. :�����
<br /> 6. Fabricator shall prc�vide one c��nplete set of' shop �irawings to the owner for approval prior t� fabric�.tion. All bolted corin�ctions shall in�lu�l� w���h�rs. � �W.�:- „�j t�-; � .� _:�.:,_�. --� ;� C�: ��G,;��e��3:� :m3��c. ��I .
<br /> 7. All steel roafing c�r si�iing shall be ins�alled ac�ordin� to man��f�ctu�°ers recorrimendations and shall hav� a min. fillo�vable shear capacity of 11� p�f. ;�� <`:� ,, �:�«-. . ,::_�._.. <r _ µ �'; ;��,��3�,�3��� �
<br /> 8. Connections c�f str�ctural steel m�rn'ner� sh�11 be as �ietailed on dr�wings. Wher� connectic�ns ar� noi detail�d, th�y 5ha11 be designe� tr� su���rt o�ie-half the t�tal itnifortn lo�c1_ - - � - - - ----ss°�i6i--� e
<br /> capa�ity shown in the allnwable uniform l�ad tabl�s �f th� �ISC s�e�i construction manu�l fUr �tructural �;oy�ection�. U�� A3j-n �iolt� (be�ring type with threads i�i th� shear pl�r��) �_ ��-r :�_ � ;�__ �__� ;�_. $_ .f� -��� _ �f � ���_�� �
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<br /> or a3250-x as not�d. � niinimu�r� c�f tw� 3/4"� b�Its �n dauble �hear are required ex�ept at c�tls��ctions not�d. t�os� �onn�ctions rnay Lise 5/8'°Q� ��0% bolt�, minirnum. `=�= �� =�'= '� � '� '° "�L='� - ,
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<br /> �. 1-�11 boltec� conne�cti�ns shall incl�u�ie hardened w�shers ttnder th� rut or si�ie b�in� t�r�led. Bol�s shall be tight�n�d by th� "t�rn of th� n�,�t metho�i°° in accordanc� with indus�3y =�
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<br /> ^ae ➢" TY . I'�.�_.� i . _'43f�' J$�'-sP` � s ��.��lY�:
<br /> standards. the "��librat�d-wrencL m�thc�c�" i5 als� ac,�eptabl�. I��f�renc;e--aisc specifi�ations zor �tr��tural joi�t� usir�g 1��"Tl`✓I �32� or �4�0 b���s, 'install�tion �nd ti�ht�ni�g'. �� � _ � �
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<br /> 10. Contractor shall �i�bmit sl�o� c��awings o� any pr�posed chan�es for engineer apprc�val p�ior to �onstructiori of any ch�tig�. �'� ..+ � a ��. � �_-���v`^�,_�_ _�� ``'" � �- ! � �'>�a ����-���-��y�����
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<br /> In accordanc� with II��C 107.3.4.1 at tl�e girne of'sitbmittal to the buildin� departm�tit tl�z re�istered d�sig�r�rofes�ion�1 in respc�r�sible c:��arge wa5 no� pr��vic�ed all sa,�bmittals by the own�r, �_ � '- > .�� � ����'�'�
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<br /> The follo�ving list of�ef�rre� �u�mittal� is 58eing provi�ed f�r bt�tltlfn��offi�t�l�review. Defearal Qf ariy subr�it�al it�ms sha11 hav� the �rior ap�roval c�f t�le bui}c�i��g-o���ial b�fore issu�nc� '' �
<br /> of the building permii, �N�'r.r/EC-/� EN�r�✓E�,� .. a- ..,.._ �=rM ��_r _.�f:r � �, ��_,- . �- ------� �
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<br /> 1. Metal plate-cr�nnected wo�d trus��s. �
<br /> 2. Wood �ru�� gravi�jr connections to suppo�ting frarning. ���� ���,�..�,�,�.�.
<br /> Docuin�nts �or deferred s�ai�mitt�l it�mg snall be submitte�i to the registereci design pro#essional in respori�ible char�� who shall review th�m and fo�-ward th�m ta th� builc��ng official with ? H� �.� .� p_� � .,a.{., , ; � ,,,{� ,,. 3;e,� ,7� �..�, � �, ,w., ..2,.. �^ �� �.,y�# �q-p �1 9/�(-, ._,r-� �/
<br /> 3:.�La�� $a?��:.��:4�����������.+�::'a,-:::.. .,.,c-.?:`� .:.�.a 4\��:�Nt#Y� }:���.,*'�3����,L.�S x�_..C;.:::�:; A:�t'e:.��tS�4B�-k i�:�i�: �Y�l7�7 �j �'Y�
<br /> a notation indicating that th� �eferr�d s�bmittal c�ocumen�s have be�n reviewed �nd found to be in genez•al conf�orman�e t� the d�si�n of the building. The deferred subinittal items �hall n�t �����
<br /> be installed �ntil the deferred subrrzittal do�uments have been ap�roved by the �uilding�of€�ial. � -- - ��- �
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<br /> 1) Open web r`�oor joists/frar�iing shall be �iesig�led by a V�A State Pr�fessional �ngin�er .; � � -
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<br /> 2) Below �re minirrium �e�ign loading crikeria to b� accounted for by the f��or joist engin�er. _� , , , - .� . .� -: ___� ,�:��;µ.�_R ��.__.,._,AA��
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<br /> 3) Exterior and int�rior load-bearing vuall loads are not shown below. The manufactur�r shall ' - - - - - � ---- -----�-a--� �
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<br /> utilize loa�ls �s shown on �heet �-1.0 and. tributary widths as shown on the architectural plans. � Y � ,� ` �-� � -�
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<br /> 4) In additiion to the lo�ds indicatud on Sheet 5-1.0,the flo�r joist �de�ign shall also consider _ �,,
<br /> weights frozn all in�_eri�r walls as sho�vn an the architectural plans and utilize no �ess than 10 P�F � � �` _� '`-''�`'� ` � � � � _ `�'`�`
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