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HomeMy WebLinkAboutB14-0073 REV1 plans approved a�r�: r���c�-��« _ �i��. L..��-�� r���: � r�vi�r�: �j��r'� � � t�v�s�t�. I �4.� � � � � � � � � � � � � This structure hca� been designed ta meet the rec�ulrements oF the �Ui2 ` Internattonal Re�identlpl Gacle with amendments as adopted by Ehe Tcawn o� Vail , ,, ��('� �1 . �,(j �`�':;�. . . +«G' � �(h;f .. � � M� �� �� � �« V , A( I omi�sirn� ar con� licta between vartous elements c�f the working draw)rtg� U;��` ��*�� andlor �pectficatlons ShaEl I�e bravght to the attentton oF the Structurc� l �ngtneer «�` <,m* b�fore proceedfng witl� any work so fnvolved. `Th�s C�aeneral Gantractor �hatl verify ' � '�' � � � : � all dimen�tan� and condittans at the �Jokx �tte and shall b� responsikale i�or the : ;' � m�ctns, methQds, techniq,ves, �eq,uences ancf pracedures assc�ctc�ted wlth thts ` •. pra�Ject. �urthermore, he �hali be respanslble for c.oardlnatlon of atl war4c crnd `cS'/(�A��l� . < materials tncludtng those furnlshed by subcontractor�s, 'fhe SEructural �ngtneer shall be �ontac.ted dur(n� the canstructton phase to make the �jab �tte tnspections nece5sary to confirm that the autual ffiefd conditton� are �on�tstent wlth the deslgn as�ump�lon� and that the cnn�tructtan Is prac.eedtng ac�cordtng to thes ,.�,, pian� and spet, (ffcations, . Ltve LaadS lJsed In Deslgn : �� RaoF 2 .25/12 p1t�h lCJU psP 6112 pit�h �30 �asf �faor� 4O ��f �arthc�uake �aei�rrtic. Zane G � YVind �iQ mph. 3 5�cond GuSt � � � � � � � � The foundation de�tgn �or this re�ldence is baseci upon an a��um�d beartng � t� � • capacit� oF 3c;7t�C.'7 p�f. i �'J �^y .— l� Ilcen�ed 5otl� �nglneer shali k� contac�ed durtn� exc.avation to inspect � �- � {� the sit� and cc�nftrm that c.andltions ar� �c�n5l�tent with thi� �a�sumptiar�. {�j � The C-�eneral Gantractor �hould revlew the 5a11� �n�lneer's rep�rt cand �alfow tks �` � -+�-� "� . re�ommenctatlon� for excavatton, backftliinc�, grading and dra(nage system�. � � �� t� � ,.�' ; �-- � x.. N � � � � . � � �7 � � � � � � '� � �"`'• : � � � � � ,� � r- --�.,, � -+-�� `� c.... � � �� � � �.�" ��:� � � � � � � � �. ��� � � � I �. � �� �- '����� � � � � � a � ' v � �' �'- � . � , �- �- � z� �,���- r� �� �- � �`� , � � l� � �.. �: . �,.--� �� `' M �� t� �°� � � �� ,��, t, 1 � 7 . � ;���� { ��� �-� �= � � . _ _ _ _ __ _ _ _ _ _ __� . �_ _ _ _ _ _ . _ ____. _ __ __ _ _ � � � � �f� ��� � ��� --�-�-�---�- - ----�." 1 � �`� � ��I �� ���=�- � � � � � �� ry . . . . � ��� � � � �4� �� ` , � � � : . � � � �� � �% � �, �- . . . . . . � f � � � � � � �°'° � � . . . t t � �✓ � • ` � _..,� � � ��� � � �Q�� . j � � ��T TA1R5 UP Tt7 NEI^t � � ;� � . . * �• � ,,r,, • ` ��E �N��T ,42 .4- �OR { � � � �'����� ;� �3� ��.� � �"'� � � � �'`l " �,,' C? �'� � `� �`.� ��} DIMEI�l�Ic�i�(S �'r� �`` � f� a ° '.,� ��� � ��� � � �'°' ?�� �'� ��� �� � � � � � � ��� � ... �..._.�.....�...�.,.,�, � « � � � � @��#� � ��� �� � u� � � �� � � �- ! �� �'��: ; ,- � « � * ..�x�, �,��� �'�,� -,.�� �,� �,,�.. a.��.-�.. .���- -� � , ��� ° .�' 4 > • � ��,;� u � �,..�-~' �� � � . �_ _ �� ��� � . �.�.�._ ��� .na�.�, ..n.�.�.�.���.�,��...,.�H,�.�_� � t � � � � . � � � � t� ' � , � � � � � t} � I � . � � � � � ; � a�. � ��. �� � _ _...._.__...� ..�.� � � � .� �' � � I � I � � T` I O 1� � ��` �; � � � � � � � � � (`� �' . � � Aq 2X dlmenslonal framing lumber to be #2 T�oug-Fir or bett�r. �-�� �J 1 � �� ' ( �� � � �`�, � . A�II E3G1 �jaist� ta be manufactured by the Bolse Gascade Gorpc�ratibn. °� _ �-� � > � All M►cro- lam's ta be manufactured by th� �at�e Ga�cade �orp, and con�orrn tv � � the ailowaF�le �tress rec,�uirement� fcrr a 1 314" 2,0 �7F Micro = Lam L.VL. � �� . } � All conne�tlon hardwar� �o be the 5tm �an Gom an . (( { � i� � � \��� � � # l�ll floor decking to k�e 3J4" G-I? Int-APA 4€3/24 T� G plywaod . Glue de�ktng to �� � � � � 1ois�s wtth PL4C70 and na11 wEth iOd � 6 " C�.G, at panel edge� and 12 " O.G. � � in the fleld � � • i �� ���-- � � . � ,411 raof decktng to be 5Ib G-G Ext-.A,i'�. 32fi6 plywaod . Natl wlth `� 8���:., f IUd �+ 6" o.c. at panel edc�es and s� !2" a.c in the fi� id � � / � � � -y� � �,�-. � _. ..._..�„ ,,,,,..,` ` �_._.._.._. ...... A�l ! �teel bolt� �hall canForm to ,�STM �325 spec.t�lcatlons . �E/ ��s�r � • � � �fi��/ • � � . - All �teel beam� shall �onForm to ASTM �2-� speclFtcattc�ns. � � ` . �----- 1 Ali steel anc�le� and plates �hall can�orm to e�STM 1�,3b spe�i�icaEton�. _�.�! � � .. � , ' :�"'*�� » �'`�� �'"'� � � , • . . ��r�� * ( {� . ��.� / � . , * 1��..,�...,_..... `` , � � � � i � � � � � � � ! —� � � � • � • �' 1�4.� �` '�' � . 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V h " B�ARIN� PL.ATE U ! - � � � . �_� '"d�x� " L�C�� �4-G-� � � � ----.� � ;�` � �C:� t '� � � � �� � �`� �4,2 � � 1 p� � ,�.�� (4)-2x6 !�C L"'�, ��''-.'~�,'-��'"'�'� ��°'- �`►,/�''�- �-,' � %f'``� � Gi�� � �-� �'�� --''� }G � b � { �C7LUMN �` � � � �.� � � �' ��� � � ��-�� � � � f.�,,�yt�c�.»f r, - � �/ � [ 1 � � � - ...,.�...._._......� � � H� �42 . 1 �iGALE: i14" = i ',-c�,'� NC�}�TN �� " � � � � � � � NO SGAL.E F31R�75MG7UTH B�1�M WITh{ I /2 ° BEAFZING PL1-�T� AT �-3/51h11LAF2.