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<br /> - STRUCTLTRAL STEEL:` i ,: , .
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<br /> , 1. All steel materials and workmanship shall conform to the current aisc manual of steel construction. ,'�
<br /> � " 2. Material shall meet the following specifications; � r
<br /> 'I . . . � .. . � . . � . . . . - . � -� .. . . . . . . ' . . . . � �`t : i::i�:�- 3�-'�" � � :a3[a-.'� T`c.i�nzc= Y�•r .L . . . : . .
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<br /> � A Channels late an le ASTi'vI A36- dual certi�cation 50 ksi _ . : z�.r��=�,;.��,���;�.��: : �.��������� .��-��:.>��. �;�.,� £�. ,(
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<br /> - B) Square and rectangular tubing ASTM A500 grade b ,46 ksi x ' € �� ���'' � .- £ � ' `
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<br /> . _ C Pi e ASTM A53 rade ��b�� 35 ksi I
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<br /> � D Wide flan e ASTM A992 � SrGL PLA r� «4�S a' �36� I S�i�:� 7�� .`,
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<br /> � _ 3. Weldin shall be b WABO c�rtified welders in accordance with the w�ldin handbook b the American weld�n societ _�, ._ ._ : _ r:_ : � ___�_�. __:� . ���rc�--'��'oi.►1�y ,
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<br /> 4. All welds not s eclfied shall be 3/16" minirnum contmuous fillet welds usin Ai�V� e70xx electrode�. � � °�3'�., ��2���
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<br /> , 5. All steel not embedded in con.,rete or inasonr� shall be h�t d�p galvdnized or rece�ve one shop coa� ol appt oved prlmer paint. �, �. .,._;f� _:.:�_.._._.., ._�...t �.��..::�:��.r _._�
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<br /> i r �hall r 1 an c m let et of sho dra�Nm s to the owner for a r val nor to fabricat�on. All boltecl connectians shall include washers, :- _ ` • '� � . 4 � =i=� �_- ��' ' �
<br /> ,, 6. Fabr cato s p ov de e o p e S P g pp o P �, , �,`� ��-� _ .�. _€�. �
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<br /> 7. A l l stee l roo fin or si din s ha l l be inst�l le d accor din to rnanu fac�urers reconlr�en dations an d s ha ll have a inin. a liowa b le s h�a�- ca acit o F 1 1 0 l f, � � "
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<br /> ' �. Connections of stnactural steel merr�bers sh�ll be as �iet�iled or� drawin s. Where connectians are not detailed t.h� shall �e d�,si rsed t� su ort one-half th� tot�l uniforr� lo�d `
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<br /> a it h wn in the allowabl� uniform load tabl�s c�f the �ISC steel c�nstn�ction rr�anual for �tr�actural c�nnections. Us� �35-n bolts b�arin t � w�th threads gn the sh�ar i�ne ; _. : ,_; :.; ._,_��_ >:._>�._.,:: �.,,� �� ,�: -_ .;; � �.._ - � �
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<br /> or a3250-x as noted. A �lmimum�of t��o 3/4 � b�lts in dauble shear ar� re uired �x�,e t at conne�ti�,ns noted. those cor�nect�orzs ma use�/8 � A307 bolts, minimum. �� _ . ,
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<br /> 1 nri i n na11'pr.► 1 i h��rdened wa�hers tin��er`the nut or �i e bein t rn d. Boits shall b� ti htened b the "t�.irn �f th� nut m�;gh�d" in acc�rdanc� �,��ith indu�t �� -, �. `
<br /> 9. All bo ted co ec� o s s c uc� � a g � e � Y r5' { � =��+.��; :. �..
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<br /> standards. the "calibrated-wr�nch method" is alsa a�ce tabl�. R�ferenc�-aisc s eci�ications for structural 'oints usin ��TM A325 or A�90 bolts 'installatian and ti htenin�'. ' . . - . ,
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<br /> ' 10. Contractor shall subr�it sho drawin s c�f an ro c�sed chan �s for en ineer a raval rior to construciic,n of an chan �. :a. ` - �x /-- y� �+ � `'
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<br /> - DEFERR�+D SU�1V�iITTAI�S: _ : _. = C�a�A��� r.�.���; ��1�
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<br /> In accordance wlth IBC 107.3.4.1 at the time of submittal to the bu�lding �iep�rtment, the reg�stered design professional in responsible charge wa� not providetl all submrttals by the owner. w�, _r_ w ,. ., _,_ ,: : ; °;;
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<br /> The followin list of deferred subm�ttals is be�n r�vided for b������ a����al revlew. Deferral of an submittal items shall have the rz�r a rt�val of the bu���d�xr o �� ai b., ore i�sua �e , , . _; �
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<br /> of the building permit. �"nl-� ��/� � , � Y =, _:
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<br /> 1. Metal plate-connected wood truss�s.
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<br /> 2. Wood truss ravi connections to su ortin 'framin . ' ! :; ;:�
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<br /> Documents for deferred submrttal rtems shall be submitted to the re istered desi n rofessional in res on�lble char e who shall re�iew them and foi-w�rd them to the bu�id�n officia w t ..,. . :.� . .. . ,.., , : � . .: . : :�_�,
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<br /> a notation indicahng that the deferred submrttal documents have been revieti�eci and found to be in 9eneral conformance to the design o# the building. T��e deferred submit�al ztems shall not ... , ; ..
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<br /> be mstalled until the deferred submittal documents have been a roved b the bui�d��r� a€€�etal. - $ ���
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<br /> OPEN WEB FLOOR JOIST I,OADING DYAGRAli�IS. 1����c'���r� ���C��-���v��.��i �.�U���
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<br /> 1 O en web floor oists/framin shall be desi ned b a V�A State Professional En ineer � ,_� _�:� .. :.�, ,_ �_ ,: ,�.„ _: � _._�.� ....t z,,- ,-. �:. �- =. <.
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<br /> , 2 Below are mmimum desi n loadin criteria to be accounted for b the floor olst en in�er. -�y:��.;-: : ,y, . .: ,: _ �.�y,- �� :- ; : :.: � : ��.
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<br /> 3) Exterior and interior load-bea�-ing wail loads are not sho�✓n below. The manufacturer shall � -----�
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<br /> utilize loads as shown on Sheet 5-1.0 and tributa wid�hs as sh�wn on trie �rchitectural l�ns. ,
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<br /> � � 4) In addition�to�the loads indicated on�Sheet��S-1.G, the flooi �oist d�sign�shall �lso'consider � � � � � � �� � � � � � � � � � � � � � � � � ��' '`��
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<br /> weights from all�interior walls as shown�on the architectural lans and utilize�no less than 10 PSF ���� �I, � , : � '� ' � ��'
<br /> �', f 11 �urface area. � � � � � � � � � � � � � ���.� _ _ __ ., _.�» .s�:--��.... �F _. .. � � �__ _ =`r. _ ..,_ . � � � � � � � .
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<br /> , UPPER LEVEL FLOOR FRAMIlo1�: NIAII�1 LEVEI� �L��R FRAIl�Il�dCi: , ; , .,a _ -�ro„ � ; ' �
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<br /> GRIDLINE �A.-2 - A.4. 2-4� GRIDLI�;E �A - �a.�. 2-�� = ,:�.�__ _ _:�-._�: _=_� :r ._-:< _ _.,::. i _ � >. �_. _ �'. .:�..� --
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<br /> DL= 12 PS� . DL= `i 2 P�F .� �;� �. ,�:�- �- ., : :Y, -. , � : i , � :
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<br /> LL= 40 PSF LL-- �0 PSF , �:.�.�, _ ___. �._ _ ����� _..��< _ _ . .�. s :;: f . ..�.w. . � � � �,
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