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HomeMy WebLinkAboutB13-0324 plans approved c Town of Vail V����� �� ' � ��� �YV LU F,'� �9 9::�R�r. _e __ � `� � ��3 __ � �,� lt� i� �� � � � V � �J AUG 4 6 2013 � ' TOWN OF VAIL � 0 �'� i M �d � � � Q �� � � o o �� �� g R � Q� �� �� � E � � U m � M O N � fn O . �.J � 7 Z � II � � CV � � U � 11j . n- (jj W � O � � ,� -� _ w o "' '� cn F- o � Q � o W � `� �r' J U � � o �� W w o � �i� .� � � o o � � � o � p w Q m � � p � �- /1 O � ,;.. Q �C/ C 0 � � � 0 c� L � Q O � � � J N � � J � U W -� O � a � � � � (0 0.. Z O � a � U � W � , L O � � � .� � F- Z W J U ROOF SYSTEM (j{� �I� 29 GA. METAL ROOFING WATERPROOFMEMBRANE 16"OSB SHEATHING MANUFACTURED ENGINEERED TRUSSES 4:12 SLOPE DESIGN LOAD LIVE 80 PSF DEAD 10 PSF R19 BATT INSULATION 2" MELIMEN WHITE PLASTIC FINISH CEILING SHEATHWG WALL SYSTEM 1x6 VERTICAL T&G ASPEN SIDING �OSB EXTERIOR SHEATHING 2x4 STUD WALL AT 16"C/C R11 BATT(NSULATION 2' MELIMEN WHITE PLASTIC FINISH INTERIOR SHEATHING STONE VENEER OVER WATERPROOF _ MEMBRANE SECTIC)N A-A SCALE 1/2"= 1'0" DORMER OVERFRAMING COMPACTED CLASS 6 GRAVEL BASE �"�+'� �"�',`�"� �. d:::a f i; i.,'o �C :������F :�OMPLI�;' � _�ate:�.�_ �'�� -� � ��v, _ � -;��s 1 �- FOUNDATION INSULATION 4" RIGID CLOSED CELL FOAM BOARD UNDER SLAB AND EXTENDING 48" FROM PERIMETER OF BUILDING � � � �� � M �� � � � � Q �� � i O � �� �� g �tl �if �� � E a � U m � M O N oi 0 � � � Z � u � � (V �' c= U � w W U Z a cn w � � W O M ¢ � o a o w � M � J U � C° o w W a �, �� � � o o � � L � � � o w Q c° � � � � O N � c O :�. ca � � L Q �� � L^l W � � L � � � J N � J � U W � O Q' � � 0 y�-� U N � � � � .� m Z 0 � � � U � W ❑ y�..� L O � N Q..' .� > � Z w J U 0 1/2" ROUGH SAWN SOFFIT 1 X6 CEDAR RIM 1 X4 TRIM ALL FILL MATERIAL MUST BE PROPERLY COMPACTED TO PREVENT UNEVEN SETTLEMENT OF THE FOUNDATION AND STRUCTURE. � TRIM OARD I:; 1� PARTITION WALL SYSTEM 2x4 STUD WALL AT 16"C/C R11 BATT INSULATION 2' MELIMEN WHITE PLASTIC FINISH INTERIOR SHEATHING BOTH SIDES FOUNDATION SYSTEM 6" CONCRETE SLAB W/#4 @ 18"C/C EACH WAY 18"TURN DOWN EDGE W/(4)#5 AS SHOWN i� ;; , : , � 1€ . i _ :�__... ,,�i . _, ,_..- . . - _, ._..�� .._ ,___ �... �__ �..�- _._ See attached foundation plan by Doppelmayr SHEATHING NAILING SCHEDU 8d AT 4"C/C EDGES � 8d AT 12"C/C IN FIELD ��� �.T�"�� ' � �������.�� �<�, ��,,� �-,,�,����.�°�..� ; � . ,�,�. .- ,�.. ,� ,,, �r ;.�;�� ,,_. �, . ..��,f.:��+� ��tO1N�i ti'� ��Q ������ �'��� �E����� ,o�'�r �JaiE; _ . �"�(3-I� �y: _-�" _,,.,_�a r 'v ` � FOUNDATION INSULATION ,_� � 4" RIGID CLOSED CELL `'; FOAM BOARD UNDER SLAB ; AND EXTENDING 48" ' FROM PERIMETER OF BUILDING 1 SECTION B-B S3 SCALE 1/2"= 1'0" �� � m �d $ � 4 o a �� S� i i O � �� �� g � � a g ��� �� a � � � U m M 0 N � 'n O � V � Z � 11 � � CV � � U � W w U Z fl- cn w � O .� z � W o � � o Q a � W � M o � J U � CD o � W W ° ,n �io � � � � o °r° cn � � w � � � o w Q o a � ° � o M � C O � N �.-� � L � .L�.+( ♦V � W O a- U O /�/� L v, � � � � J � O N � � � m � � z — J p '� �; a � � O ci� w � W J � � U 1 EAST ELEVATION S4 SCALE 1/4"=1'0" 3 NORTH ELEVATION S!� SCALE 1/4"=1'0" ���ii� �l� 11�f F��.� �� 2 WEST ELEVATION S4 SCALE 1!4"=1'0" t�(S�t� '�b 'f'�1 e ��� C;c��t��fi o�n o� a cr�.�,` -{�„Ue ,�t.a�� 1-e ,�� :�� � j � �k-f -o�S� e�c. io�a-fca o n-�%� �tecf rt c �'1 efets � c�rP�+er�fj 2(e�fr'•� 5 � � f � � �c ec,a�' o � e �, �d� �� . .fa �.. ��vi����� ;oc��� >ate��_ �y e�.. 4 SOUTH ELEVATION S4 SCALE 114"=1'0" � '��_�r% ; .a� - � � 0 �� � M �� � � � Q �� � � O 0 �� �� g R � a g ��g a �� � U m � M O N m !n O V � 7 z � II � � d � � U � LLj W U Z a cn W O � � � W O M C!� 1= o Q � t� W � m o �r J U � � o w W O ln i0 � � Q 0 � (n � O � Q W Q m � � � � O � � � 0 � � � 0 � � � 0 L � � � J N � � J � U W � O � � � � 0 � > � w � � � .� m Z O � d � U � W � y�..r L O � N � .� > H Z W J U 0 � to' 1 STEEL FLOOR FRAME S'�j SCALE 1/2"=1'0" PROVIDE VENTILATION OPENINGS IN ROOF SYSTEM TO MEET ���'n i�f ��i!Y _;��� � ��;, ��n � , _..,.. �.,�,. ..� ......._ � _ -.��t�...�._ � "�� �"ij '"�v SHEATHING NAILING SCHEDULE 8d AT 4"C/C EDGES 8d AT 12"C/C IN FIELD 2 RO�F FRAMING PLAN S�j SCALE 1/2"=1'0" i � �� � m Q� � � � Q �� it i O 0 �� �� Q� ��� a f�� � � � � U m M O N � `n O V � � Z � II � � (V � � U � Ltj w U Z a cn W � � � LL Z ri W O � Cn � o Q a � W � ° M � J U � C° o W W o � '� � � O o � (n � o i W Q m N O � � O � � � C O � � � 0 � � a O a� � 0 J N � � � � U W � O � d C (0 � � C �E � � � 0 0 � ` 0 O L.L z 0 � � � U � W � � � O � N � .� > N Z W J U , w 14"X10-1/2"X�s'OSB GUSSET W/(8)SD NAILS PER TRUSS MEMBER- TYP. EACH SIDE 8-3/4"x16"x 16"OSB GUSSET W/(5)8D NAILS PER TRUSS NOTE: GUSSETS ARE NAILED TO BOTH SIDES OF TRUSS AT EACH INTERSECTION. 16"x11 x��'OSB GUSSET W/(5)8D NAILS PER TRUSS MEMBER- TYP. EACH SIDE 1 TRUSS DETAILS S7 SCALE 1"=1'0" MATERIALS: HEM FIR NO. 2 SPACING 24"CJC ALLOWABLE LOADING LL=80 PSF DL= 10 PSF WIND 75 MPH ' s�;Jiv�''� �a�' ����� ����.�.a��.�� � � _ �— ';`I�' Ui . ��I��s��:�. `-�M�'�.�,a�,�'�` �te..� � ��3-�� ,r° __ � _. , / � � � � �� � � �� � � � � Q �� � i O � �� �� Q� ��� f�� � � � � U m � M O N � C� O � Z -' � � ' � � U � w w U Z a cn w O � LL � W O M (n � o Q a � W � � �* ° J U � � �° o � T w � O � c0 � � Q o � Cn � ` W � O N � � 2 � � a O � � c 0 � co � `o � cv L � � O � N � O J N � J � U W � O � � � .� .�. � 0 � � � � Z O � � � U � W 0 � � O N N � .� i H Z W J U