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HomeMy WebLinkAboutPRJ04-0425 B04-0352.PDF ISSUE RECORD UPDATE � —AUGUST 25, 2004 � BID SET - , -AUGUST 30, 2004 PERMIT SET ` -NOVEMBER 10, 2004 STANDARD ABBREVIATIONS DRAWING INDEX GENERAL NOTES 1 . CONTRACTOR TO NOTIFY ARCHITECT OF ANY A.F.F. ABOVE FINISHED FLOOR UPDATE BID PERMIT ______ DISCREPANCIES OR UNFORSEEN CONDITIONS ONCE _ SHEET # DESCRIPTION BY SET SET SET A.F.G ABOVE FINISHED GRADE 08/25/04 08/30/04 11/10/04 --/--/-- DISCOVERED, PRIOR TO COMMENCICING WORK RELATED TO ACOUS. ACOUSTICAL JT. JOINT �- ADJ. ADJUSTABLE LAM. LAMINATE THAT AREA. ANCH. ANCHOR LAV. LAVATORY A000 COVER SHEET FPA � � 2. CONTRACTOR TO VERIFY AND COORDINATE WORK WITH APPROX APPROXIMATELY LIN. LINEN ARCH. ARCHITECTURAL LT. LIGHT ALL APPLICABLE ZONING AND BUILDING CODE ATTEN. ATTENUATION LTWT LIGHTWEIGHT A301 ELEVATIONS FPA � � REQUIREMENTS. AWN AWNING M.H. MANHOLE BDRM. BEDROOM M 0. MASONRY OPENING 3. CONTRACTOR TO VERIFY AND MAINTAIN REQUIRED BD. BOARD MACH. MACHINE A302 ELEVATIONS FPA � � SETBACK LINES. BLDG BUILDING M. MASTER 4. DO NOT SCALE OFF DRAWINGS. BLK. BLOCK MAX. MAXIMUM A303 ELEVATIONS FPA � � BLR. BOILER MECH. MECHANICAL BM. BEAM MTL. METAL � BOT BOTTOM MFGR. MANUFACTURER A304 ELEVATIONS FPA � � C B. CATCH BASIN MIN. MINIMUM ��� �_'�� C G CORNER GUARD M W MICROWAVE m ��'� C J. CONTROL JOINT MTD MOUNTED A305 ELEVATIONS FPA � � �� ;"=. ,', C M.U. CONCRETE MASONRY UNIT N.I.C. NOT iN CONTRACT ' C.O. CLEAN OUT NEC'Y NECESSARY � � AD M I N I STR A TI VE I N F0. � C T. CERAMIC TILE (N) NEW A801 DETAILS FPA CAB CABINET NOM. NOMINAL � �t� CEM. CEMENT O.C. ON CENTER A801 DETAILS FPA � � CER CERAMIC 0 D OUTSIDE DIAMETER .I P CAST IN PLACE OPG. OPENING � y� ' � LEGAL DESCRIPTION OF PROPERTY= � �"�'' CLG CEILING PT. PAINT � ������� CLOS. CLOSET PARTN. PARTITION 508 E. LIONSHEAD CIRCLE � � w CLR. CLEARANCE PH. PHONE BLOCK 1, LOTS 1 & 2, VAIL LIONSHEAD 1ST FILIf�G �"`°'� COL. COLUMN PL. PLATE VAIL, COLORADO � CONC. CONCRETE PLAS. PLASTER CONT. CONTINUOUS P�NK. PLANK 81657 CONST. CONSTRUCTION PLWD. PLYWOOD CPT CARPET PORC. PORCELAIN D DRYER Q.T. QUARRY T1LE D W DISHWASHER R RISERS DBL. DOUBLE R D. ROOF DRAIN DET. DETAIL R 0. ROUGH OPENING DIA., OIAMETER RAD RADIUS DIAG. DIAGONAL RCP REFLECTED CEILING PLAN B U I LDI N G COD E SU M M A Y DIM. DIMENSION RE: REFERENCE DN. DOWN REC RECESSED DR. DRAIN REF. REFRIGERATOR DWG. DRAWING REINF. REINFORCED BUILDING CODE: 2003 INTERNATIONAL BUILDING CODE DUMPSTR DUMPSTER REQ'D REQUIRED � E.J EXPANSION JOINT RES RESISTANT EA. EACH RESIL. RESILIENT MECIIANICAL CODE: 2003 INTERPJATIONAL MCCIIANICaL CODC EL ELEVATION RET. RETAINING � ELECT. ELECTRICAL REV REVISION ENG. ENGINEER RM. ROOM PLUMBING CODE: 2003 INTERNATIONAL PLUMBING CODE R.S. ROUGH SAWN Equ�P EQU PMENT S S. STAINLESS STEEL ELECTRICAL CODE: 2003 INTERNATIONAL ELECTRICAL CODE EXIST. EXISTING S V. SHEET VINYL EXP EXPANSION SCHED. SCHEDULE EXT. EXTERIOR SECT. SECTION USE: R-1 RESIDENTIAL �� F D. FLOOR DRAIN SGLT STRUCTURAL GLU-LAM TIMBER � FDN FOUNDATION FFE FINISH FLOOR ELEVATION SHT SHEET SHLVS. SHELVES CONSTRUCTION TYPE: TYPE II—FR FIN FINISH SIM. SIMILAR '�� FIX. IXTl1RE SPEC SPECIFICATION OCCUPANCY: R1 FLUOR FLUORESCENT SQ SQUARE FPHB FREEZE PROOF HOSE BIB ST STAIN FREZ. FREEZER STL�. STEEL ARD TOTAL SQUARE FOOTAGE: N/A Z FRM. FRAME STRUCT. STRUCTURAL � 0 SUSP. SUSPENDED u. FTG FOOl1NG T. TREADS OCCUPANT LOAD FACTOR: N/A F V. FIELD VERIFY T B TOWEL BAR G.I. GALVANIZED IRON T&B TOP AND BOTTOM � GFP. GAS FIRE PLACE OCCUPANT LOAD: N/A � GA. GAUGE T&G TaNGUE AND GROOVE T.O.C. TOP OF CONCRETE Z U ^ GALV. GALVANIZED TEL TELEPHONE GEN GENERAL � G�. GLASS �RU THROUGH REQUIRED EXITS: N A v Z � T.P H T O I L E T P A P E R H O L D E RO GYP. GYPSUM � G R T. G R O U T T.O.V. TOWN�OF VAILN O T E S: � J p o G W B G Y P S U M W A L L B O A R D T.O.W. TOP O F W ALL H.B. HOSEBIB T.V TELEVISION `n j O m HDRL HAND RA ML T A L N p, T Y P I C A L � Q N � � H D. H E A D U 0 N. UNLESS OTHERWISE NOTED — HDWD. HARDWOQD V C P V I T R I F I E D C L A Y P I P E °� HORIZ. H) HORIZONTAL V C T VINYL COMPOSITION TILE W r � HTR. HEA ER W- WASHER �� � � > V E R T (V) V ERTI CA L ao cn Q IN. INCH W�• WATER CLOSET INSUL. INSULATION WF. WIDE FLANGE J W.P. WATERPROOF PROJECT DIRECTORY � INT. INTERIOR W.W.F. WELDED WIRE FABRIC � V INV. INVERT WATER—RES WATER RESISTANT O J.B. JUNCTION BOX W�0 WI�TI�-10UT OWNER: VANTAGE POINT CONDOMINIUM ASSOCIATION � m MISC. ABBREVIATIONS 508 E. LIONSHEAD CIRCLE , VAIL, COLORADO 81657 �� � ROUND ARCHITECT: BILL PIERCE, PRINCIPAL IN CHARGE � W/ DEGREES FRITZI EN FPIERCERARCHM EC TSCONTACT � � � � ? SQUARE FOOT 1650 E. VAIL VALLEY DRIVE, C1 � � � � -� � VAIL, COLORADO 81657 �-.� � � ± PLUS OR MINU P: 970.476.6342 �—+ � ? PROPERTY LINE �� � CENTER LINE - F: 970.476.4901 � � � � E: PFORTNERC�VAILARCHITECTS.COM > � �' � DRAWING CONVENTIONS � DETAIL DESIGNATOR 105 DOOR DESIGNATOR W1 WALL TYPE DETAIL NUMBER l-=�� sHEEr wHERE sHOwri WINDOW DESIGNATOR �� �� ��P���'�' A /��,����� �.� � s,l ,,� � fi '/ `�� �-' - e� ',A� BLDG SECTION DESIGNATaR 3 _REFERENCE __i` a `�° ��, y�t�; � �. .9. � �� � �i��, � L�'�i I�aft'� �` � � � �� � `�T�.E -�—�t sECnoN �T�z ROOM � _ � SHEET WHERE SHOWN NAM�ROOM NAME t �� � � ���� jY G � X ROOM NUMBER ti � ``" r 100�-0" X OOM FINISH ` � ` =� _ ��� k ` iJ LEVEL INDICATOR � , ', ,, � 100'-0" SPOT EL�VATIC3N REVISED AREA OF DRAWING 6 2 � A601 ELEVAl10N LETTER ADDENDUM SHEET WHERE SHOWN 3 KEY PLAN DESIGNATOR � �� ������ �� WZ SYSTEM NOTES DESIGNATOR OLIGHTING FIXTURE , ��`1 �,�� ��aa, � ��� ���,��� ,,.., � � ��� MATERIAL SYMBOLS `�'`�'`�'`�'`�'���� \ FRITZLEN ��i��i��i,�i��i��ii � ���i���i��i���i���ii�i; � ° � .�..�..�i.�i��..�. 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SLAB � i ,. ., BOLTS C�? 2 Y2 O.0 � � � 4.,x4 xYa „ " „ „ � ��q.J 8 $ EXIST. 1/4 NEOPRENE � _ � " ' � STEEL POST EXIST. CONC. ' 1 1/4 „ „ L-BEAM BRG. PAD . r� 2 x2 STEEL 3 1/2„ TUBE - 11 � 3, „ �= „ o , 1/4�� �'6' W 10x19 5 R�I L I�l6 �7�T�1 L �T �OLLOl� G01� — 1°L�1�1 2 R�I L I�16 5�GT1 ON �T GO�IG. 17�G1G �.._. is 6 1 YZ„x1 Y2'xY4" TUB A801 A801 STEEL INNER SCALE: 1 " = 1 '-0" SCALE: 1 " = 1 '-0" 1 1�4"� I � 1 1/4" SLEEVE — BOLT 2 ��2�� FROM UNDERSIDE 0 6" 1' 2' 0 6" 1' 2' Q — TYP. . � 2 5?'��1. PL�'f� �O1.T I�l6 t�ET,�I L — �l.��T I O�t 8 4�I L I N6 flET�I L �T I�151�E G01�'iNE1�i — PL�N 6"x6"x2" STEEL 6"x6"x2" A801 A801 CAP CAP SCALE: 1 -1 /2" = 1 '-0" SCALE: 1 " = 1 '-0" - 2"x2" STEEL 0 8" 1'-6" 3' 0 6" 1' 2' 2„x2" STEEL TUBE - . TUBE - 11 GA ` �g1 ./�ff���P A�^t�4�t v ,��^e �L �,�M � �`, � ti V� ��y�� \ ! � ��.� l` 4��x4��xy�� � ` "► LLl�t,r �' �� tt STEEL POST 3/s� P'OST'xYz" STEEL �6" � 1 � '9`�;tC� ,� � , < _ �,. �f�. EXIST. FLASHING 1"x1" STEEL— ' 1"x1" STEEL REMAINS - TYP. PICKETS - 16 GA. ��� " " � PICKETS - � � ,�r;�,- = � 76 rn EXIST_ 8" CONC. 3�6� � _ `� ' '--� " HOLLOW CORE SLAB 1"x2" STEEL ��4» EXIST. FLASHING � TUBE - 11 GA REMAINS W 10x19 STEEL BEAM Y4" STEEL PLATE WELDED TO EXIST ,. EXIST. 4"x4" WELD PLATE �PpO REG'�Sr 2"x2" STEEL 3��X2 YZ"xY4 4"x4"xY4" STEEL ANGLE 2" LONG � ''����'' CAP ABOVE 1"x2" STEEL STEEL BEAM �, . TUBE - 11 GA TUBE - 11 GA. STEEL TUBE _ �g' +/- 0 C. ( � �'o��y M�CM,�`` ,'�� �' EDGE OF EXIST. ao :o - , l CAP ABOVE TYP� 3/6" CONC. FLR. NEW STEEL PLATE � EXIST. 2" CONC. TOPPING ;� 7496� �� � 4"x4"xY2" STEEL POST 3/s'� 4�� - �'` �/' .,�; r-- -� 4��x4���4� i � 4„ ' /s" TYP. _ ° U ° • 4 b �•.� • ��ti�1 STEEL POST , � � 3�6°° $ o - s��NAL•E� N 3 Y4" WEB STIFFENER ° a ° ° .� ' ° `f � � � � ' ONE SIDE AT EACH _ � � ' ' • � . ' ' ' i 4„ '� 3�6,° 2"x2" STEEL ` ---- BEAM SUPPORT � a � ` . ��` � � ' , - � � - L_ . J - � Y4" WEB STIFFENER � ` � TUBE - 11 � � � ° `� . , EDGE OF EXIST. 2 Y2"x1 Y4"xY4" STEEL GA. � ONE SIDE � EACH TUBE x 31" � __., W 10x19 - TYP. CONNECTION CONC FLR. a W 10x19 ao LOCATION EXIST. 10" CONC. TWIN TEE W „ �� 3 - Y2��DIAx4�� ,. � FRITZLEN 3�6 EXPANSION BOLTS 2�� " " 3 " ' 2" CONC. TOPPING 1 Y x1 YZ xY4 TUB 3�6� �s 4� W 10x19 - TYP. � �� STEEL INNER CAULK � INTERSECTION P I E R C E EXIST. 6 CONC. WALL SLEEVE - BOLT REPLACE BEAM FROM UNDERSIDE WRAP TO MATCH g" 3js" 4° T�UBE y&, NEWYANGLEEL _ -r•�P EXISTING EXIST. W 12x19 � " STEEL BEAM 3/6� 1 1 4 3/6„ 4„ �I L I N6 L��T�I L ,�T ST,�I 1� - PL��I 1�I L I N6 ��T�I L �T OUTS I�� G01eN�R - 1°L��l 4 1�I L I�l6 S�GT I O�l �T t�OLLOI� G01� W�/ ���1� , R�I 1.I�l6 S�GT I ON �T TY�I�l 'T��S 11 � A801 A801 asoi SCALE: 1 " = 1'-0" Aso� SCALE: 1 " = 1 '-0" SCALE: 1 " = 1 '-0" SCALE: 1 " = 1 '-0" 0 6" 1' 2' 0 6„ 1, - 2, 0 6" 1' 2� 0 6° 1' 2' A R C H I T f C T S 1650 E.Vail Valley Dr. Fallridge Gl Vail,CO 81657 vailarchi6ecls.com � fax(970)476-4901 (970)476-6342 � �fi� I � R�ILING �� I I �lG � - I�ET�I L5 aso� SCALE: 1 " = 1 '-0" 0 6' 1' 2' � � � I � � ;e . ,\ ISSUE RECORD � aUGUST �5, �004 ' 1 UPD T AUGUST 30, �004 '� BID SET NOVEMBER 10, 2004 PERMIT S�T � � � . tl a I � � 1'-6 1�2„ 4 , aA a L o � "�� ., ,� h ` Q a q a G '�t p d ° � a G � � , 1/2" EPaXY ANCHOR BOLTS � EXIST CONC. ° REMAINS y2"x8"x8° STEEL EDGE OF EXIST � � 2"x3"xY4"x30" PLATE CONC. FLR. o STEEL TUBE f I 3 TYP. CAULK EDGE 4„ 3/s, TYP. � � a , ,� �s - a � �� 1'-6 1/2" � \ //�CAP ABOVE �'� e " 0 �d ' ___' � O / ( . a d �— —� �.r s � \ , � \ / � N � �� I .. i Q , d � 4"x4"xY4" STEEL POST a ,, - , a � , � � i � � � i i a �-----J ---- � J n � � TYP. , e y p Q A 3�s r 1 Y2' DIA. HANDRAIL � 4 — %a" DIA. THREADED 5 ��2� � 2"x2" STEEL D � a RODS & SIMPSON ET 1 1/4" 1 1�4" TUBE — 11 GA. 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AND SIMPSON ET 7 14 � o� V ' ° g � EPDXY TIE ADHESIVE A-so� A-soi LLi � _i 2"x2" STEEL TUBE a ° Q ° � �..�. .....� �'...�...�...� ATTACH POST TO NEW �� O H j 1 Y2" D I A S T E E L T U B E � q , � � � � � ' METAL PETAL WELDED TO `n � " ' ' EXIST. STRUCTURE. INFILL � ° i � � � CORNER WITH CONCRETE TO � �° �i ' ?: � � �`� MATCH DECK ELEVATION Y 1"x1"x1" TUBE STEEL � .. � � �- � � �----, � �----, • --� � V 1 Yz „ 0.C. , ` ♦ ---, i � i � �������������♦ ������������r� J ^ �i Q a ` � m i ii ' EDGE OF EXIST. CONCRETE �� �� � i1 i. � � � DECK � F � 'E � �� � �' B ��. � '� I) � I� �{ I I� (! 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SPACING <4" FRITZLEN � EQ. SPACING <4" CLR OPENING ° 3 TYP. CLR OPENING TYP. Ya" WEB STIFFENER P I E R C E �s' �6" OUTSIDE FACE � Y4" WEB STIFFENERS OUTSIDE 4"x4" UPRIGHTS FACE AT 4"X4" UPRIGHTS 4 1�I L I�l6 �L�1l�T I O�t , R�I L I N6 �L�1l�T I ON ,, A802 A802 SCALE: 1 /2" = 1 '-0" SCALE: 1 /2" = 1'-0" � 0 1' 2' 4' 0 1' 2' 4' .� ARCHITIECTS 9650 E.Vail Valley Dr� Fallridge G1 Vaul,CO 81657 vailarchitecls.com +, fax(970)476-4901 /(970)476-6342 . I £' �� I I �� ��T� I � RA�ILING _ I7�TAILS A802 SCALE: 1 " = 1 '-0" 0 6" 1' 2' � � � =� , - '+, r` , �