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Home My WebLink AboutPRJ09-0106 B10-0092.PDF L�' �� v ISSUE RECORD --..-......�., � 03 DRB 5UBMITTAL � 04 0510 BLD PERMIT 155UANGE 1 , 0 . BLD PERMIT RE 155UANGE �� ' � � � � in 4 � I -�-�. I I I 4 I I I - �� I � � - - - � - z � N�Y� G,�N LIGHTS � � 1�EW DEGK �BOY� � Z W � > � � � � ° o � o V > o J 'J � � O � SE � Of� D E �/ E � o � � __ A201 1 ' = 1 /4" 0 � ' � , w� � _ � ~ . � , � Z R� � � u�� O O n � �� d i� P,�,�,I �1 E� � ��,J �.,:,,.:�',1 �� tf --- 0� C�� ~ � ____�� f\��. ��ao ii�� ' i � ��q � M��X 4 �� , �� ' �X15T. DEGK ' `�Ftis� ��`` uh ii , ii ii FRITZLEN , P I E R C E , 4'-5" EXP�N510N TO EXISTING DEGK, �4LL M�TERI�LS ,�ND FIN15HE5 TO M�TGH �X15TING �� .� ° � TI G R�IN TO REM,�IN - SLOPE NEW DEGK TO DR�IN � � (� A R C H 1 T E C T S EXIS N D z � o � � �1 � ° 1650 E Vail Valley Dr Faliridge C-1 Do � Vail,CO 81657 vadarchitects com Q fax(970)476-4901 (970)476-6342 t"" � 1 _ �XISTING GEILING TO REM�IN �ND NOT BE D15 URB D. � : �1�1� , �� '� � � W�TERPROOFII�G �ND DEGKING WILL BE �DD�D `� ON TOP OF EXISTING GONSTRUGTION. z THIRD � EVE � �, ' A201 1 ' = 1 ;4" ' � ' �201 . � o�� v�i� � ��T3 �µ�.� /"� �` � E��.°9 `y.*"J�� EXISTING LE1�EL 4 �LOOR ISSUE RECORD " 0311.10 DRS SUBMITTAL y N�W GOMP051TE 1NOOD 1?EGKING TO M�TGH 04 05.10 BLD.PERMIT 155UANGE , � ��u oQ�� 2X SLEEPERS O4��°.,� ; BLD,PERMIT RE 155UANGE Y` /� r � /�.tJ� �.�� REMOY� EX15TI�lG STUGGO TO �DD N�W YV�TERPROOFING, P�TGH �ND �DD �RY R�GL�T � m NEYV 2 L�YERS GR�GE YIGOR MEMBR�NE 1NITH PROTEGT101� BO�RD N Y� ��ILING TO M�TGH �X15TING . . � a GONGR�TE TO SLOPE TO DR�11� — R��. STRGUT. �OR THIGKN�55 � N�W GOPP�R FL�SH ING EX15TI1�G STRUGTUR�L — NO GH�NGES �lE1N 261N G.�. W/ LOY� TEMP �X15TING INTERIOR SP�GE — B�LL�ST I1� I.G. G1�N W/ �LZ�G RE�LEGTOi� NOT TO BE D15TURBED N�1N H�T GH�NN�L TO SUPPORT �L�T GEILING N�W 2 L�Y�RS 5/a�� TYP� 'X' GYPSUM BO�RD YVITH STUGGO FIN15H � � R�F: STRUGT. � — �X15TING DEGK DR�I1� z � P R OP OSED D EC � D ETAI � - FIRE i��T�D ROO� �55EMBLY: DE51GN 1�UMB�R i�518 , „ � �X15TI�lG IN�LL A301 1 = 1 /2 0 0 Z W � > � � � � O ° °° � o U > o ^ J J v I � O Q Q J � Q � � O O 1 � ' � � a � � . O Z _ NEW M�N�GER'S DEGK �DDITION, �LL M�TERI�LS �ND �IN15HE5 TO M�TGH EXISTING f ��o� co� �� 00 �� a 0 � � �DD G�1� LIGHTS TO LIGHT ENTRY ' �� , l/CFti \��'��• RE�. STRUGT. - NEW BR�GES TO B� P�INTED TO M,�TGH STUGGO S � � � m FRITZLEN P i E R C E ARCH ITECTS 1650 E Vail Valley Dr Fallridge C-1 Vail,CO 81657 vailarchitects com fax(970)476-4901 (970)476-6342 a � ELEY�TION r � A�ND DET�ILS . 2 P R OP OSED E � EVAT 0 � A301 1 ' = 1 /4" � �301 / ,i / -�t� �� ;-� � ``�✓.`�Ffl < � ��°• F DESIGN CRITERIA: NORTHWOODS B ROOF DECK JOB �: 0910-03 _ _ �) W 8x17 �2'-11) / � � ` - - - - - - - - - - - - - - - - - - - - - - - - - - Deck Live Load ------------------------------------- 100 psf - - - - - - - - - - - - - - - - - - - - - �- - - -�-f� - - - - � \ � ' m• �� - - - ' Deck Dead Load ------------------------------------ 50 sf �F` �S C ` � � \ �: ��199 •'� � - - � - -�� r p � �I� �- I J �� , \ , �s,a� .•` \��, � � � � o� -- - � � \ � IBC/IRC Edition ------------------------------------ 2003 �y + x � , � � .-. f- � , - ��c`� \� \ � � � E �' , +6 �� o �, o o J � \� � �%� AL � STRUCTURAL STEEL: F� � �' � ��'\ \'� � � ' � =_ _�_ -�� " � =` o�� -,� �� ,_ J U N 1 1 2010 � a. Structural steel shall be detailed, fabricated and erected in accordance with the most current M (E) W 8x10 a �\ � �� i� � editions of AISC Specifications and Code of Standard Practice. � F` . � �'�� \� �i , b. Structural steel W shapes shall be ASTM A992. Other rolled shapes, including plates and III � � � _ _�S` �o'� �� / , angles shall be ASTM A36. Round or rectangular HSS or TS shapes shall be ASTM A500 I N W 8x10 II-= � - � ,�� \ � � / c w grade B. � cn � o ±�,'+- `P�`�, w J � \ �flj,(/ � % II' a N c. All bolts used in steel framing shall conform to ASTM Specification A325. Bolt sizes shall be o I Q I I i o %' _-'p �� /�� % uNi a � co i• ' 3/4" diameter unless noted otherwise. T � f " r, �� \,,� ll � � / -p 3 0 �r » ., �, �� „ „ x� N W 8x10 cn � ,- � f�` �, � � d. Expansion bolts shall be wedge type Hilti or Rawl or Simpson , or approved equivalent with � �� oo � � � /y�� \ \ / / Z � .- � rn rn the following minimum embedments: � 3 2 �� w ' , / � � � - � �' I I I - 1. 1/2" diameter ---- 2 1/2" �� w I �"-=-� �� /��n " � � - p � ° o � � n n s� S� � 6 �' � � / � (� ?� N � O) � 5 � 2. 5/8�� diameter ---- 3» \ �� N W 8x10 �I�"IF ��ti��,//� �� /� � p� � w J.-.•� 3. 3/4 diameter ---- 4 � %� � I . ° 6�%�� \ �\ `�/� Z c r� � � o a f. E ox anchors called for on the drawin s shall be "E con" or "Rawl" or "Sim son" or a roved � � �' � � \ � �/ �� Q �L `O � ''� � P Y 9 P P PP � j , � t �' �F,1/�� N �� equivalent anchor systems. Minimum embedments, if not specifically indicated on the � / I L I� ;_ _ Tl 1� � � � � � J � drawings, shall be according to the manufacturer s specifications. � � — — � � (N) W 8x10 - ��1� \ � y � � � � g. All welding shall be done by an AWS qualified welder. TRUSS �/,��/ � v � �� Z �' h. Delay painting within 3 of field welds until welds are completed. � � �(� /�, \ � � � �/�� p � � � � S1 �/� � \ � � U N � � �i � � � /�/ \� \ \ \ n��/� � � � a� i GENERAL REQUIREMENTS: � �� a. Structural erection and bracing: The structural drawings illustrate the completed structure ��+� ��/ \ \ /'�' �/L�` � � x o � � with all elements in their final positions, properly supported and braced. The contractor, in ,��,� �l�I� � \ �f�� m �'�x the proper sequence, shall provide shoring and bracing as may be required during construction 0� 4 �j�j� � o � � Q to achieve the final completed structure. Contact structural engineer for consultation (not in �, � �1/� y. � ��' �/�. �/ m Q > °..'� contract) as required. �(� /�, ��y/� b. Construction practices: General contractor is responsible for means, methods, techniques, �( 7� �y sequences and procedures for construction of this project. Notify structural engineer of ��(�/�/�� omissions or conflicts between the working drawings and existing conditions. Coordinate �� requirements for mechanical/electrical/plumbing penetrations through structural elements with structural engineer. Jobsite safety is the sole responsibility of the contractor. All methods used for construction shall be in accordance with the latest editions of the IBC/IRC. N OR TH c. Details not specifically shown on the drawings shall be constructed in a manner similar to the details that are shown for like conditions. These items shall be brought to the attention of R O O � F R A M I N G P L A N SCALE: 1 4" = 1 �-�� the structural engineer as soon as possible for approval. Approval shall be obtained prior to insta��ation. PLAN NOTES d. All waterproofing and flashing is the responsibility of the architect and contractor. e. It is the responsibility of the contractor to contact the structural engineer at the appropriate � time to perform site observation visits. Observation visits to the jobsite by the engineer are 1. NEW ROOF DECKING IS �s' x 22 GA. STEEL DECK W/ 3" MAXIMUM DEPTH SLOPING CONCRETE TOPPING. for determination of general conformance with the construction documents and shall not be Ya' BENT �' W/(9)-�"� x construed as inspection. _ 6" EPDXY ANCHORS. � f. Though every effort is made to provide a complete and clear set of construction documents, � VERIFY THAT (E) CMU IS discrepancies or omissions may occur. Release of these drawings anticipates cooperation and � SOLID GROUTED AND ADD � continued communication between the contractor, architect and engineer to provide the best GROUT IF NEEDED - possible structure. These drawings have been prepared for the use of a qualified contractor -� CONTACT ENGINEER � experienced in the construction techniques and systems depicted. N � g. Existing structures: Contractor shall be responsible for verifying dimensions, elevations, � � framing, foundation and anything else that may affect the work shown on the drawings. =i�=, � Underpinning, shoring and bracing of existing structures shall be the responsibility of the � ii � contractor. � w � HSS3x3x3/s (E) CMU STAIRWELL WALL � � o 23�4�� 1y4�� M�-�1 . � � � ~ W .4 � � ��—o�° � � � VERIFY � � O � � � � � 2x CONSTRUCTION, CEDAR TYP. �6„ � SIDING AND METAL PICKETS � � TO MATCH (E) TYP. „ � � � HSS3x3x�6 �is _ � I � REMOVE (E) DECKING AND CONC. AND � � � REPLACE W/ �s" x 22 GA. STEEL DECK W/ '- KNIFE �-Y4"x 3"x 0'-3" W 3" CONCRETE REINF. W/ 6x6-W2.1xW2.1 WWF _ _ � / F'L- Ya"x3"x1'-0 WELDED TO = ' d- (WATERPROOFING, FLASHING AND WEARING \ �"` (1)-}�"� THRU-BOLT, TYP. (N) W8x10, (E) W8X10 AND � r ' SURFACE PER CONTRACTOR - t° N i �� , AT (2)-2x8 HORIZ. RAILS � (E) MC10x8 4 N --- --- o � N � ao ��I�J � HSS 2Yzx2YZx�is °�- Z � r HSS3x3x�y6 �3 =_ ' o z � I VERTICAL SUPPORT - a M �- ,�°� k 1" RETURNS 3/16" � ,'r�1 AT CORNERS AND (E) 10" x 16 GA. TRACK N o j � �-�� 3� � o N ;�' 6 -0 MAX. SPACING WELDED TO MC10x8 4 w f- r - •- ��; CON T. L3x3x3/s 3/16" o a =_ � `�' d- I 3/16" i ° = - - - --- - � � ° ° ,.,.,.a,,,,., a ° ° a a a - - - rn _ �,�.,.9,„a„a., � I — — — — — — — ; i i I � i 11 _ � ' � I I � � 1) I�- _ _ - _ - H w sx�o w sx�o Y4"x5"xo'-5 SHIM R As $ (tv) w sx�o �i �� 4 designed by KRM SHEAR TAB REQ'D. 5"x5" �s� 2� � �2�� M TN TYP. EA. END „ „ II II (E) TS 3x3x3�ys COL. drawn by R: Y4"x3"xo'—a (E) �o x 2 x i s c a checked b y TDH „ (N) HSS3x3x�6 �I I J O I S T S � 2 4 �I I� issued W 8x10 I II CORNER OF CMU (E) MC10x8 4 WELDED NOTCH HORIZ. LEG � � STAIRWALL WALL, TO (E) W8x10 OF L FOR OVERLAP i II VERIFY SOLID GROUT PERMIT 10 � Z�ZOOg �i i� REVISED 06/11 2010 ii I� �I II II 3 SCALE: 3 4" = 1'-0" 2 SCALE: 3 4" = 1'-0" � SCALE: 3 4" = 1'-0" ""' � ,�R S1 S1 S1 REVISED 06/03/10 � ' �� ''�'� '�� , , sheet � � C� � � ad � 0 r D JUN 1 � 2010 0 TOWf� OF VAIL ' � .� JOB #0910-03