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HomeMy WebLinkAboutB11-0332 REV1 plans approved � . G��l�i��� �IOT�s ThlS structure has been deslgned to meet the reqylrements of the 2012 International Residential Gode with amendments as adopted by the Town of Vail. All omisslons or conflicts between various elements of the working drawings and/or speclflcations shall be brought to the attentlon of the Structural Engineer before proceedtng with any work so Involved. The General Gontractor shall verify all dtmensions and conditlons at the�ob site and shall be responsible for the means, methods, te�hniq,ues, seq,uences and procedures assoclated with thls pro�ect. Furthermore, he shall be responsible for coordfnatlon of all work and materials including those furnished by subcontractors. The Structural Engineer shall be �ontacted during the construction phase to make the �ob site Inspectlons necessary to �onflrm that the actual fleld condittons are conslstent with the des�gn assumpt�ons and that the constructlon �s proceed�ng accord�ng to the plans and specifications. Live Loads Used tn Design: Decks 100 pounds per sq.uare foot Wind q0 mph, 3 Second Gust Earthquake Sefsmic Zone G The foundation design for this structure Is based upon the assumed bearing capac�ty of 200o psf. �l��.� S��GI � IG�TIO�I� '��- _� �� All framing lumber to be #2 Hem-Fir or better. All decking to be #2 Hem-Fir or better. All conne�tion hardware to be by the 5►mpson Gompany. a..o�NOM @O�• ' j-� All concrete shall achieve 2q00 psl compressive strength in 28 days. V�� ��: : 149 � All relnforcing steel to be Grade 60. . � . ••..... . : �/��- DATE= � GAR�l1E DUPLEX DEGK ADDITION 10���3 `.b��"����,►�. ��T�_' O 1650 fallrldgs road 4314 StREAMSIDE CIRGLE in1° `-� vall,colorodo 8165'1 vAIL, GOLORADO ��E° 9'10/4�6-21'10 `�aa �ac�r yw+,�,,�.�,���`��., . . . . . �_�*..1.� '�.��^'4�. iJ: g �� � � 3 � � ilJ i . e r � i , i* !! � � . � . . . . ��*�� . . . . � . . � . . ._ . . . . ._ : . _ . __ _ . .. .._ _. . . .. _. _. . _ . _ _ . . _ _.. . _ . . , i C . .. . . . .. . . . � � � � � � K � �{7� �4� "� � � dp �j di 2 X � RAiL ` AZ.� . .� � � � 1Y� X ���r�3 {�����5 � 4i � G' � � (3� 2 X 12 'SSRINGEft; � � ��„ �, 4„ �/ 1 " STAIR TREADS S11�PSON LUS210-2Z �� a�` ti� 42" X 50" X 6`° DEEP DUUBLE ALL STAIR SiMPSON BC4Z P05T CAP/BASE TYP. �~ �IMPSQN L30 HANGERS //;��� � 1+U'�21� . ("t9U � �� � n � � � f H � . . �� . � � (2} 2 X 8 RIM 11 -- 6� STRINGERS 7YP, 6 _6� g _3 ' 4 X 4 WC?OD POSFS ON JQIST5 TYP. 8" CONC. 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I 1 I I I I 2 X 8 JC�{STS � NANORA3L TO AO RESS FROST 1 � „ ' � „ � � �, �, �s N o� s�s i I ! 1 I I I I I I 1 t � � s�M� aN ��szi �2z I I i I � F t s o.c. ��. � � c„ "' s -� I�}PSt}N L3Cl { � I I ( i � I 1 C j I I ( } � 2 X 12 LEi7C�ER B4LTED �� .�` �, r;, ° �`_' — , - _ � ' � _ _ _ , .�_ j_-=� = =� �. -� -� � -- � � ��r� i �NoTw�R z#c� W/ (2)-�#6M . xl �" ��Me��-l�aK I I �= i I I I l I rc� YVA�.c tN1 t�z} � l�" x SI�iPSQN L70 ` �... � I { I �T -�- � � ____ _ - � I u� I ( � I {� 1 �� O.C. TO ��FATE A (�� 6" LAG SCftEWS t� 4' �" � � �„ ; N , t � ! � f 1 I � i i I I o.c. (V��I�r �EOC�R ✓ 12R t� 3/ „ 3 I , I i ! E � I I � 1 I � I � ,� 19T t� 11 1 4" g CONC . SONfl7USE ' I � � � I I I I � � - s s - � UN�E� S�A� A� ��s� I i =� f I 1 € � � I � I I { I I �:� _p�+ �� � �, 5��, ,_�„ . �� �} (N O T 0 8 S E R V E D— 7 -----� � A D D (2)-�6" D l A M. X &" ` o �f�EO BY Bul���� , fi i i 1 I I I I 1 I { I 1 I i I E I I I I I i I I 71Ma��-�QC� � 24" o.c. � � � �sc } I , I i I I I I i I i �a [.��c�� °cc�NN�c��oN � ,W�, II � I ! I II II ! 1 ! 1 1 - ' __ _ _� � _ _ � _ _ _ a .� _ _ �� _ _ ..._. �. _.._ _ �. �_ _ _ u ._.: :..� Il� � l_ ._ _ ll _ _ � l� si��soN �us2s r�n,Nc��s � � � � Si�{PS4N Lt1S210-2Z IYP. C� LEDGER I i � � 4 X 4 �NOOQ Pos�S oN i I � I I I 8" CONC, SONOTUBES 1 I a, � ,� � � �� �� �..�- �� N�"a � ! I � 4� X 5o x 6 oEE� coNc. PAa I I �' � I i ��'1 � �� �`���.. I 1 i C I � �� ��„�,� ��� ! I I 1 �' , � � ,�'i � ,,� ' � ` �, f'' � �� �.. � � � ..�, .�-- _ 43 � 4 STREAM � IDE CIRCLE O u. EI.E:�I�A�TI�N NC�R�N D���rK �OT 1 , BIGHQRN FO �IRTH ADDIT1Qi� , STREAMSIDE C { RC �.E � �=. C') � � 1� sc�acF� 1/1'" � 1'-t�' .� , � � _ _ _ _ _ _ _ _ _ _ . _ . _ _ _ _ .. _ . _ _ _ ' 4 �p � _.._.._. _`._..__.___.._.__��__._.__.__.__._._.._�.�_._�__.�_. .____._. ...� .. .. ... �. .___._ .. _ . _ __ .... _. .. . .. _ .. . ., . .. . _ . _ . . . . . � - i � r ~ f � � � � L� � �"� o � _ �t �` c� WZ � _ ____ ,,,.1 � o C�. � ci� � m „� � EXISTING DUPLEX � � 2 X 4 TOP RAIL NO �NORK TO DUP �,EX �'. �'- 2 x d RAI� � � � � � 1�" X �" PICKEfS `i.r � � � � � ��� � � � � � 2 2 X 8 RI�{ ADD (2�—is" DIAM. X 6" — � � ) SIMPSflN LUS21Q—ZZ JOISTS TYP, T�MBER—LOK Q 24" O.C. 1SSUED F(3R: DATE: _ : . T� LE�GER CQNNECTfON STR'UCTREI/I�EW f0-12-12 NcW 4 X 4 P{�Sl" ON FROST DEPTN PIER APPROX . 16" EAST OF EX1ST. CUT EXIST. , — .— ._._� � T ._._ � .� _. 4.. � �.� _ _ . T� � ._. __.. � .� _. ..� ..�. �� � .� �.. � # 3TRUCT REt/1S/f�Nl 19-15-12 I AND INCORP9RATE INTO HANDRAIL TO -� �`� � �.� � .� T� � � ^I I— 1 I V ! I I I I I 1 l l i I ( � 1 I II, ! „ i k I i s�M�soN tusz� �ANGE�s ; ADDRESS FROST N �AVING OF 5�AB ; � I i I ( 1 I I { I I I I I I 4 -0 TYP. C� LEDGER � , N � I I I I (� r _ . . € � . . . . ,. . � . . �� n ' t� � . L . /1 1 L �G��Ei� � C]U�! EV . � � . .. � 8" CONC. S4NOTUBE U1��DER SLAB AT POST (NOT OBSERVED- DESCRIBED BY BUILDER} _ � � _� ( � i -'� { 1 I I � I � I I l � E � � � ADt} �NOTHER 2 �I ( - � TO �A�L �'/. (2} 3l2" X � ' � � , �.-�-- C� 1 � O.C. T(� EATE A - ZX8 8 y " .� siM�sc�N �7o I i � , : I I ! ' ! I 1 { I I 1�-�' I I I I I I s° �AC sc�EWs c� 4' o.c. � �'�� 1 , _ ..___.__ c ( I � I i i 1 ( , ( i I I I � � (VERiFY i�DGER BEARING) � _. _ ____ __.. � ._ _.. r .� � � � -=.�.: =1 w= _._. = �' =� _� �' S�'M�soN ��o j _ _ _ _ i I I J I I I I i I I I � I I I I i I � x � �a�s�-s � � s„ o.c. . � ' {2) -2X8 BECO�{ES APPROX . 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