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HomeMy WebLinkAboutVail Village Filing 7 Block 1 Lot A B C Conference Center 1998 Remodel.PDF . �` i � , � � � r � , � � IL L � - � � , ; , � o , , . C� C� , d _ } � i b / \ t / I 1 i I I � I � � � Issued for Cons�ruction � � FEBRUARY 27 1998 net � �b � f , � r I �f\S f 4` � l i \ � k 1 . � I��� � 4 ��9� ,� � � ; ������� � n�, �I�`'��,�,� ���� � A � �o �� ; � � � �I y � 1 � I � 9 F r � - R BERT L. OLD � : - ' k ��RCHITECT P.C. � � � , P.O. BOX 2587 AVON, COLORADO 81620 � , � 48 E. BEAVER CREEK BLVD. SLJTI'E 104 �i'ovun o��i'�i�\ . ; � . r � � .��� ; � _ _ �� � I P � � � f y � r � 1 . 1 1 ` � ti D . 1 i � � .� ` � . ' � , ' i _ � , � � � � � LE GEND ABBREVIATIO , NS � , —� E�vnnoN �nr�c AFF ABOVE FINISHED FLOOR FT FEET OC ON CENTER(S) VERT VERTICAL " - —41-"-' — EXIST. CONTOUR ALT ALTERNATE FG FIBERGLASS OPP OPPOSITE ALUM ALUMINUM FF FINISH FLOOR OSB ORIENTED STRAND BOARD WC WATER CLOSET/WATER COLUMN 42 NEW CONTOUR ARCH ARCHITECT(URAL) FH FIRE HYDRANT OZ OUNCE(S) WD WOOD � � FLUOR FLUORESCENT WWF WELDED WIRE FABRIC ��,��n� �TM BRG BEARING FTG FOOTING PLT ' PLATE W/ WITH � �J'°"°� BLK G BLOCKING PNT PAINT W/0 WITHOUT BD BOARD GALV GALVANIZ�D PT PRESSURE-TREATED - ' ' ' ' . j � � CON�E� B.O. BOTTOM OF GMMU GLASS MESH MORTAR UNIT PVC POLYVINYL CHLORIDE �/ril�/.%l///'�/,/�/,l/� CONCRETE BLOpC B� BRITISH TH ERMAL UNIT GWB GYPSUM WALL BOARD PL PROPERTY LINE , 'f BTUH BTU PER HOUR PLYWD PLYWOOD - GRAVEL BLDG BUILDING H.P. HIGH POINT ' ' HGT HEIGHT REINF REINFORCE(D), (ING) ; �-STORY STdIRH4Lj„� � � �pH�T CLG CEILING HORZ HORIZONTAL RM ROOM CW COLD WATER HW H�T WATER � `, �-5TORT STAIRFIALL9 �//////////////� STONE COL COLUMN SCH SCHEDULE CONC CONCRETE INSUL INSULATION/INSULATING SHT SHEET �////������ M�� CONT CONTINUOUS, CON�NUE SIM SIMILAR ' CJ CONTROL JOINT JT JOINT SPEC SPECIFICATION(S) ' w000 (ROUpa) CU CUBIC SQ SQUARE F L.P. I.OW POINT 5TL STEEL ' �- WOOD (FlNISHED) D DEEP/DEPTH/DIAIvETER STRUCT S7RUCTURAL DTL DETAIL MH MANHOLE SUSP SUSPENDED EI P�Yw000 DIAG DIAGONAL MFR MANUFACTURE(R) � DIAM DIAMETER MAX MAXIMUM T THERMOSTAT '� � PLAS7ER/G1MB/STUCCO DWG DRAWING MECH MECHANICAL THK THICK(NESS) ' MTL METAL THRU THROUGH e�rr iNSUUnoN EA EACH MIN MINIMUM TO TOP OF ; ELEC ELECTRIC(AL) TS TUBE STEEL ' - � ���� RIGID INSULATION ELEV ELEVATION/ELEVAIOR N.I.C. NOT IN CONTRACT TYP TYPICAL EX'G EXISTING NO NUMBER _ EXP EXPANSION UNO UNLESS NOTED OTHERWISE � UON UNLESS OTHERWISE NOTED STUDIO BUILDINGS � SYM BO � S DIRECTORY INDE , � . � 3- TORY ST41R�ALL$ DRAWING /— � PLAN — DRAVNNC T11LE LIVING ROOAi NAME ` SHEET WHERE DRANM— A�0 ��8r = 1 -O� DRAVMNG SCALE � RpQM NUA�BER A R C H i TE C TU R A L � OWNER: MANOR VAIL OWNERS' ASSOCIATION , 3 — �x�Ri°R �v�n°N i° � �oo� i o. 595 EAST VAIL VALLEY DRIVE A�i O cFOR 000R sc�ouuNC, niis�oai io. N�A COVER SHEET — SHEET WHERE DRAWN IS COMBINED WITH THE ASSOq4TE0 VAIL, COLORADO 81657 � ROOM NUMBER) TEL: (970) 476-5000 , , 8 BUILDING SECTION I D. i OQ 1MNDOW I.D. FAx: (970) 476-4982 A-0 PROJECT INFORMATION SHEET i� — SHEET WHERE DRAWN A-1 CONFERENCE CENTER DEMOLITION PLAN ��npEE CONTRACTOR: HYDER CONSTRUCTION 1 CEItJNC TYPE A-2 CONFERENCE CENTER FLOOR PLAN , CONFERENGE GENTER AD[�ITION 5 — DETAIL BUBBLE I D j ROOF TYPE 1020 WEST FIRST AVENUE D213 ._ DETAIL SHEET, LOCATED IN DENVER, COLORADO 80223 A-3 CONFERENCE CENTER REFLECTED CEILING DETNL MANUAL 4 � — INTERIOR ELEVATIONS TEL: (303) 825-1313 PLAN � LIGHTING LAYOUT ' n l — SHEET WHERE DRAWN FAX: � A — DETAIL SEC110N ID � (303 825-3223 A-4 PARTIAL FLOOR PLANS Z-STORY STAIRHLILLS DlA — DETAII SHEET. LOCAlED IN FIN FLR SLAH _ �� DETAIL MANUAL � � \ LODGE BUIL�ING EL = 100�-0' ELEVATION (MaJor Plan) ARCHITECT: ROBERT L. ARNOLD A-5 CONFERENCE CENTER EXTERIOR ELEVATIONS I ARCHITECT, � � � i S � --i 1 J — COLUMN CENTER UNE, +125�-4" P•C• � � u GRID dc REFERENCE � ELEVAnON (Spot) PO BOX 2587 A-6 CONFERENCE CENTER BUILDING SECTIONS � � STAIRNO I � � STAIRNO 9 STAfRNO. d Q AVON, COLORADO 8162Q A-7 BUILDING SECTIONS / WALL DETAILS REVISION NUMBER 48 E. BEAVER CK. BLVD. SUI1E 104 • STAIR NO.1 2 TEL: (97a) 845—s��� A-8 BUILDING SECTIONS / MISCELLANEOUS DETAILS All FAx: (970) 845-8829 A-9 CONFERENCE CENTER INTERIOR ELEVATIONS 2-STOR7 ai NALL - P R 0 J E C T STRUCTURAL: MONROE & NEWELL ENG., irvc. A-10 CONFERENCE CENTER INTERIOR ELEVATIONS . . GEN ERAL . NOTES ' 91AIR NO,5 / 70 BENCHMARK RD. suir� Zo4 A-11 MANOR HOUSES / STUDIO BUILDING STAIRHALLS � i PO BOX 1597 STAIRNO 6 /�/ r �� A-12 STUDIO BUILDINGS — 'E & F' AVON, COLORADO 81620 � / ,� GENERAL GONSTRUGTION NOTE�• 48 E BEAVER CK BLVD. SUITE 104 A-13 STUDfO BUILDING — 'D� TEL: (970) 949-7768 / 1) DO NOT SCALE DRAWINGS. FAX: (970) 949-4054 2 � l i A 11 �� J 2) DIMENSIONS ARE TO FACE OF STUD FRAMING AND FACE OF CONCRETE UNLESS OTHERWISE NOTED. S TR U C TU R A L , STAIR MO.�/ �i MECHANICAL/ YODER ENG. CONSULTANTS. INC. , , � 3) COORDINATE ALL ELECTRICAL AND MECHANICAL TO FlT WITHIN CEILING AND WALL SPACES. ELECTRICAL: 48 E. BEAVER CK. BLVD. SUITE 307 S—� FOUNDATION PLAN 1 � CONSULT W/ ARCHITECT REGARDING FURRED-OUT WALLS & CEILINGS TO ACCOMMODATE PO BDX 5740 - A-tl DUCTS, PRIOR TO CONSTRUCTION. AVON, COLORADO 81620 S-2 ROOF FRAMING PLAN C TEI: (970) 949-1191 S-3 STRUCTURAL DETAILS / GEN. NOTES MANOR HOUSES ST41R NO. 8 4) PROVIDE ALL NECESSARY AND PROPER BLOCKING, SUBSTRATE, ATTACHMENTS, BLOCKOUTS AND FAX: (970) 949-1959 3-STORY STAIRNALLS ' MISCELLANEOUS ITEMS AS MAY BE REQUIRED OR REASONABLY INFERRED, WHETHER SHOWN OR NOT SHOWN IN THE DOCUMENTS, FOR THE PROPER INTEGRATION AND COMPLETION OF THE WORK INTERIOR DONNA LANG DESIGNS, INC. ; PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. LOCATIONS INCLUDE 8UT ARE DESIGNER: P.O. BOX 61�6 M E C H A N I C A L E LE C TR i C A L � 5T41R NO 9 NOT LIMITED TO TOILETS, TOILET ACCESSORIES, CEILING AND WALL MOUNTED ELECTRICAL FIXTURES, VAIL, COLORADO 81658 "' ' SHELVES, CLOSET RODS, CABINETRY, COUNTERTOPS, & FALSE BEAMS. TEL: (970) 845-8583 M—� MAIN LEVEL CONFERENCE CENTER FAx; (970) 845-8592 M-2 STUDIO BUILDINGS ; � r STAIR NO 1D 5) UNLESS OTHERWISE INDICATED, ALL FLOOR ELEVATIONS SHOWN ON DOCUMENTS PREPARED BY TH= , ARCHITECT ARE TO TOP OF PLYWOOD SUBFLOOR OR TO TOP OF FINISH CONCRETE SLAB. TAKE SPECIAL M-3 MECHANICAL SCHEDULES ' NOTE OF FLOOR FINISHES SPECIFIED BY OTHERS AND THE EFFECT ON OTHER CONSTRUCTION LANDSCAPE FIELDSCAPE, INC. P—� MAIN LEVEL CONFERENCE CENTER ' INCLUDING BUT NOT LIMITED TO TOTAL STAIR RISE, CEILING HEIGHTS, DOOR JAMB AND THRESHOLD ARCHITECT: P.O. BOX 1871 ' , � , CONFIGURAl10NS, DOOR HEAD HEIGHT. LENGTH OF MECHANICAL AND ELECIRICAL FLOOR PENETRAf10NS, ETC. AVON, COLORADO 81620 P-2 PLUMBING SCHEDULE & SCHEMATICS , TEL: (970) 845-9045 E-1 MAIN LEVEL CONFERENCE CENTER � 6) LOCATE EDGE OF DOOR R.Q 6° FROM ROOM CORNER, TYPICAL, UNLESS CENTERED. FAX: (970) 845-7003 � ` E-2 REFLECTED CLG. PLAN / LIGHTING LAYOUT F I ' ' , _ ' E-3 STUDIO BUILDINGS F � BUILDINC'� � ST,4IRNALL. LOGATION KEY PLAN ; A-� 1' s 5(I>' � ,"`'�'n'�`�""-,,!,. . �''"��y� a�4 s r '' + �,,;. •4' k� ' ., > � �'.�� ' ' . : , � - ������ �`� .- �z. �!iANOR VAIL ��"`°°� _ �H}'j(( � �, � DATE: 02✓27/98 "�0e0k p.G ` V'y tl{ �� �i1����'�,� 7 ,3; L.D.iaVAW07 A W O1VW �� ` � , CONFERENCE CENTER RENOVATION �&��B�.�1� ' ` � �� ��`�, �:�-� .?`�c.� i,:' �:` VAIL, COLORADO SHEET: A-0 c�o>sas-au� ' `�°��',,`.�"-� � ��, , ', ' (970)845-8829 FAX - ��`�;`, . '' _ � ,, � v�4•_._. :.. r � � . ' . � � . G�AIN I I � 9TORAGE _ � �'lfJv(v�F ` � I ' ` SEE LANDSCAPE PLAN FOR DEMOLITION OF ENTRl' ' � � ' DRIvEIUAY, UJALKlUAYS, GURB AND G=UTTER � � — — " - -- — , � � ' II - II ' LOBBY LOBBY - - EXISTING L�OOR AND UJINDOUJS TO 8E � REPLAGED REi"IOYE FR4ME W�4.L ABOYE EX15TING FOUNDATION, T7P. =X15TING FOIJNDATION REMO�/E EX'Cs SLIDING GLA55 /� IUALL TO REMAIN, 5=E STRUCTURAL N�UJ GA5 METER LOCAtfON REMOvE ALL C�ILING, UJALL AND FLOOR DOORS AND PATCN WALLS TO � / � . REMO�/E EXIStING STONE DRAWINGS. FIN151-IE5 AT GORRIDOR REMOYE LICsNT 1�1A7CN EXISTING. I I � , , YENEER AND STONE EXISTINC� GAS METER TO BE REMOVED FIXTURES AND 1"fISC. ELECT., SEE ELEGT. I I I I � ` PARAPET. PROVIDE NEIU PRIi'1ARY DUK=5 FEED. I I I / _ -� EXISTINCs FRAME UJ�LL AND FOUNDATION TERRACE I I I I � @AGCi4GE / ( TO BE REMOvED, �E 57RUGT. I I sTOR�e _ _ _ _ _ _ II �_� - - - - - - l EXG. TRANSFORMER � rr ---- ----- ---��t r�=— ____�=—===�7 rr ====__—=�-� n � _____—= � � r ' � t PARKING � - A�RiYA� couRr 1 3 - A-5 A-5 I 2 '�" A—�O C�PLiAM �� . �oRa�e � , � 4 — — � A-5 � � ENTRY I i � � � I SE ST GTURQL DRAIUiNG$ FOR I ao iTi L1L WORK TNIS AREG. �� AIRLOGK �N7RY DRIvE 2�9'-14' — I I �R � — 96'-6' 21�_� � � � � , . 35'-8�' � LOBBY LOBB1' 18'-II' 31'-1t�' 3'-11' 23'-�' 3'-II' 10'-9' 6'-I(d' 14'-4' �'-�o' 8 - ' '- ' 4'-4' 23'-4' 3'-11' I 3 UJALKlA1�41' +y � � � d � FI A a-, A., �i�-a• '°'' ti�-8� a-, ,a-, � �_m• � �i'-8� s 'ERRA,CE A., A-4 � i� — — — — — — — — — v i A-1 A-1 � SPRINKLER CL05ET � / _ I � ( // 6 - - - - - � � � / _ � I I I I m — _ — l I I 4 � � _ I I �/ I � Av t � � TgANSFORMER P AN _R � � PLANTER ' ( ( '�'�� I � �— �— � ���� — — — — — — T�� � BANQUET ST,4CsINGz CNAIR STORAGE � 3 I � � � � I AIRLOCK I � BREAKOUT �'AGE-I I I I I I � r - STORACsE _ � BREAKOUT SPACE - 2 A_8 TORAG � �( A-6 iv � NE 7RY � � 6� � I � COATS � �( �E (MEN I r 15'-4' fo' IS'-6' 6' 12'-�' ' � � 31'-Q' 1'P.� 8'-8' � 1'-6' � ■ � 6� � � � 3 -5 � � � . I �� � � � 6 6 6 61 � 3 -5 31 -0 � . �� - � - - -- - - - - - - - - - - - '-5' 3 -5 � - - - —� - - - - - - - - - - -- - - - _ _ � �f H'CAP pF L - - - — '-4' 19'-11�' 13'-2�' 6�_6 - -- - - - - - - -- -- - - - - - ' `U - - - - - - - - -- - - - - - -� - - - - - - - - - - - - - - - ' � . ,_ . � � ,_ . , . . — 45'-3 ' . � �� 4 -I� 6 1!d -ro 2'1 4 � � I(� -� I 11'-� I � � � � ' —�' � I I � '8 BOXED-OUT U1COD COLS., T1'P. ` —� , , , . � � � , � -�m I I I � � 6 -8 6 -8 I I I � I �—t—' _ — � LIGNT COVE 4BOVE, TYP � �� � �� �� �� ••�� � � � � � � I 1 I - - - - _ — _ - -- - — - - A-g �'RECONvENE I I L - - - - - J I I L - - � - - - - - - � � II � _ _ _ _ ELECTRICAL CLOS. _ _ _ — � T H ❑ - - - - I I , � L — � 1`tULTI-�FOL�D DOORS � � , I � �8'-m'N� CONFERENCE _ � i � CO-ORDINATOR � . � � � � � �� 1 i � � ' - I - � 4 � CNATILLION ROOM � C�UIDE RO01"( i i BRIDC�ER ROOM HEwsi►�nc , KfTCNEN � � AND ICE �N — A-4 i � i i MACI-IINE I � i I , . � BOXED-OUT Uk�D � � � 1 -ro TYP, I I COLU`1N, 9EE ELEv I � � STAGING � � DTL 2-A8. TYPICAL � I � i FOR ALL COLUM�5 L — �. — � � i � AROOMS. ERENCE a _ � � � I I 0 - � � � � . -' � I ^ 1 I �� 0 , ' � � I �� 1 —!`r i�`+� UIOMEN II i STORa�E II � � , � _ � , 1 � � MEGNANICAL ROOM � BOARD ROOM - _ ' , � � � I � 5TORAG�E _ � � . t — — L — — — — — — — — — — — — — —� — ; � a o o _ _ _ _ � - � � � . . , , � � , � , , � . �, , � CONFERENCE CENTER FLOOR PLAN - � '�'-� 1/&' _ !'-�' � �y�",��.:�;�. � ` - � ,�•�'"� � 3'�, �^;';t� � .^''' �", �� ce E 3_,"��Ar � '1'� ,(�� ` `� F� �s Y . aa^y i . 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Q r - -� � � (9 �3' QS � �� Q ( �-3 ) .� � Q QS l9� 3•� QS � I � 1 ' �' I'-6' � � , � � � � � � � 0 ' � � � � i � � � , - �- - - - - - - - - - - — J � ExISTING 50FFIT , � EXISTRKa 30FFtT EXISTING SOFFIT � �XISTING �IT � , a o 0 � _ 1 . , , i .. - � � i - } � REFLECTED GEIL(NCx PLAN / LIG�sNTING� LA70UT � � , , , A-3 1/8' ■ I'-0' � r���� � ---�.. r , �"�-''������ ���F'�,'���"r„��,* � ��,� ,"�°��a n�yr* ���J ry/ d+,3 °jL,'iAi r� J��Oi\ ♦ � iW/KLihfNWlY � � /�r '° �'�'' ��fi� }�� DATE• U�IZ7�9$ At°hil°°f.P.C. - ` '�' � ` PA.Bm�?S87 Awq,CO 81620 f " � �� ��.� L� �� � CONFERENCE C'ENT'ER REN�VATION . ,�&��B�.�e1� ; � ' - _ - _ �—� �� VAII.,, COLORADO SHEET. A 3 ���F� �. ' - � . � � � �'� ��3 `� R���;�;.. ' `����� ���' � , �,��:�� � , , _ , . , 1 � , ii ii ' ii � ii ' . � - . -� � � a o � � � o � • � � . � � . . � ---- ! 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CLAD WD 5 FEA URE� TRANSFORI'1ER � � r �: �— —� � - � ` MOSS ROGK . � - - NEW CONFERENGE CENTER ENTRI' � 2 GONFERENCE GENTER P�4RT(r4L ELEVAtION I/4' = I'-!A' �����x�� �";s,..-�-�-""`-�h�^� ag`%.> �. s` G ,'e y, �'`r�^ ,+�" � .,����ia ,. ' �'�4 ���� k��°��' �� N�ANOR VAIL �� i °t� ;�'�.� DATE: 02l27/98 "`°�°°�p.�' ^� �'' CONFERENCE C�NTER RENOVATION r.o s��.ss� �.�,co si�o ; - ' �, � .� �"sT �'�9S � �„ � � � �o��o� !� � �� ta I rs 1 48 B.BesV'!t LY�ec+lC BIVd.3u1b0 l04 s� �� � e� �_ ��,� $ $� VAIL, COLORADO S�ET: A-S ��F� ��ca � ° ' "`•+� ��r�sf�� ���� �;,� \- , � '�`'�{� �S I� '��..°� �..�-..__.--'w+'�s�: � � MANOR ' ' NOU5E5 � . � 2 1 � A-6 Q.(p EL ■ 119'-11 S/8' RODF ASSEMBLY - I ROOF A5SEMBLY - I FIRE-1REATED UJOOD SNAKE ROOFNCs ON 30" FELT ON 3/4' TtC� GDX PLl'UJOOD �� � r ON 2x� ROOF RAFTERS / � U1/R-38 BATT INSUL BTU�1 / � ( � RAFTERS � ExT. 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OOORS „ u� � �� � _� � GONFERENCE uj V UJINDOIU � PRECONvENE .9 ROOM 0 � � � X Iw 4' BUFF 3AND3TONE CAP Ul/ � � 9NAPPED EDGE � ASE MOULDINCs PLANTER o� RECE33ED LOOR c,R.arE EL. = 100'-m' IDATUPIJ � 6' �/ENEER MOSS ROCK T,O, GONG, SLAB � EL. = 100'-0' (t�ATUM) 6' CGNC BLOGK T.O. CONG SLAB Z�_0� PERF. DRAIN PIPE I » � 2�_0� RECE35E0 FLOOR GRATE I EX'G FOUNDAtION TO REM,CIN Z' RIGID IN3ULATIGN � _ I �- -� - - - - , � i ' A-6 �- - - - - - A-6 . � � GROSS SECT(ON �T AIRLOCK ENTRY 2 LONC�ITUDINAL SECTION AT AIRLOCK ENTRY , A-6 I/2• : 1'_0• , ,4-6 �/Z, : l,_fa• /t�`°�-�' ,��5 6� a G 9 "�y�'� �+ f`'r ,r �f�j �•g. -, 't "> ;� s•,,� .�.� .�,, ��� � . �� ��,s � ��� - I��ANOR VA.IL • �� � DATE. 02/27/98 - � �° .; "` " � � s` CONFERENCE CF.IVTER RENOVATION po.�u� �,�,o�si�o � ,�� � �a s.�a�s�a.s�io� - ' l�, f ��� �� ����. VAIL, COLORADO S�ET: A-6 ��F,�,R • '� C�rs � "��`r� ���� ��ts`��''�,s � z � , z .� �� � , t�C?OF A39EMBLY - 2: ROOF A58EM�,�: PEA GRAVEL BALAST GN EP�M PE4 fsRAvEL BALA9T ON EPDM 'PAINT-LOK' MET,4L GOPING, , � -�° tUATERPRClOF MEMBRANE ON ° Ul4TERPROOF MEMBRAWE ON ATTACN W FLASNItJG CLEATS TPERED RIGIQ INSULATIOP! ON MTL. TPEREO RICsID INSULATION ON MTL. SOLpER ALL 5EA1"78 ROOF DECK ON FIQAM�WG RE: ROOF DECK ON FRAMING RE: StFZUCT. PROvIDE R-38 BATT STRUGT pROvIDE R-38 B,4TT g�ppE I' IN5lJL4TION BTUN. RAFTER3. IN3ULL�TION BTUN R.c1FTER5 PER FT., TYP. ' 3-6' MTL STUD CURB 'PAl11T-LOK' METAL COPING, E�-• ° 12�'�O� _ —� �� EL• ' ' PROVIDE 'PAItJT-LOK' ATTACH W.FLA$NING CLEATS, � — v = II� -6 — MTL COPINCs t.0. PARAPET t O. PAR4PET SOLDER ALL SEAMS. . 6x4x1/4 STL dNGLE RE STRUCT. ;� ,�>� � s�,--i�,.j b,x�-,x��°4�• -°,e� EP�M UJA TERPROOF � MEMBRANE ON I/2' GDX 'PA�NT-LOK METAL COPINCa, STL NDR RE PLYU100D ATTACN W FLASHING GLEATS. CANT �EL^= III'-6' _ 50LDER �4LL SEAMS. � 9TRIP. 8' TNK CAST STONE LINTEL STRUCT _ — — — — — — — _ _ — — _ — T.O. P�4RAPEt CHApDENSTONE) � N�EWg i�x CTSTL. BEAM 4`"L o Yr•% '-•,X:v`...`.-�' t �-C.-c.r. wd!.-�G},.$-.YS.:t+� ".' JyY' t.. c � �•,ryxr i, I � I/2' DIA ANCNOR BOLT, EPDXY I IUATERPROOF GROUTED lU/ A MINIMIR'1 OF 3 BOLTS PER C4ST STONE PMIEL. � MEMBRANE AT Ex15TING - - - - - - - - — — — — — - ' - - - - - - - — ROOF5TRUCTURE I —I — — — — — - - - - - - - - - — - - — ��__����E_��L�_ ■ 109'-8' � ����_� EL • 1�9'-8' � EL. • Il�9'-8' —�T.O. IUALL PLATE —�T O. UJALL PLATE T O IUALL PLATE � , MANOR i x, NoU5E5 - - - -- - - - - - � - - - - - - -- - - - - - - - - - - - - - N � � � � EL ■ 1�9'-4 3/8' _ � T —� BO. HDR AT TOP OF ARGH LIGNT COvE EXTERIOR WALL G55EM6LY-I• 3/ ' DR1'UJALL IUS G,T 3/4' 2-00�1T STUCCO 3Y3TEM p�l 5�8� 5/8' J B AND EXPANDED U11RE MESN ON 18•FELT Tl'PE-X T1'PE-X DRIP EDGE. N Ap, TYP ON I/2' COX PLYUJOO� ON STRUCT. �� " GW8 UJ/R-19 B�4TT INSUL BTUJN 5TUD5. ENAMEL PT'D.bx6xl�4 CUSTOM tYP BASE ARCNED L005E LINTEL, RE MOULDING STRUGT 8/8' TYPE-X GUJB (INVERTED) EL • II9'-II 5/8' ON 5U3PENDED PROviDE SYNTNETIC ACRYLtC I - - FINISN OvER STUGCO SYSTEM. MTL SOFFIT FRAME I COLOR.49 SELECTE� BY , I ARCNITECT � n ARGi-tED 6' MTL STUD WALL AT Cu� WINDOIU I-IEAD. � Z DEtAIL 4T EX`C� ROOF GONNECTfON 4 a-� i� = i�.m� . EXTERIOR WALL A°,�3EI`1BLY - 2. � 5' MOSS ROCK VENEER ON 15•FELT EDGE OF StONE BEYOND � ON 1/Z' C�X P�YUJOO� SI�EAT{-tING W ON 6' M?l. STUDS PROvIDE R-19 B,4TT IN5UL.4T10N BTLL�! STUDS � � 3 � A'� .. lh �--- — --� 4 S�M MANOR � ! PROvIDE 6'�P�.4TFOf�`t AT NOU5E5 ( � A-8 ALL MECH. EQUIP TYP. = M�GNANICAL EXTEN� EP�M ROOFING TO INTERIOR W.4LL ASSEMBLY - 2• � I I EQUIPMENT GO�ER PLATFOF�`1 8/8' TYPE-X GUJB ON 6 MIL POLY UIOOD CLAD WINDOW v,B ON 3 5/8'MTL STUDS � NEUJ MECN EG�IJIP. SCREEN 2 T MATGH EXISTING EL ■ 112'-�0' OR►-IOUSE GUARDRAILS ' � - - - - , .. A-'I � T O PARAPET � . ' , ( '— _\ � � _EL. = 1m9'-8' _ ; � I � � I EL ■ II�'-10 I/8' T O. WALL PLAT� - _ _ �. --------------------- --------------------- --------- �[VERIFY IlV FIELO) \ I �`„ ------- ' 1 4' THK GOLO, BUFF SANDSTONE 4' THK COLO BUFF SANDSTONE � EL = 1�9'-13/8. ------- --------------------------------------------- - ------ SILL Ul/ 5NlaPPEO EDGE. SILL W/ SN4PPED EDGE - - - _ I' ULLNOSE � g p HDR AT TOP OF ARCH � gl L � I I � T � d' CONCRETE SL4p ON GRt�DE ON 4' 1UA51-IED GR4vEL FILL, RE. ( I NEU1 3TL BE.4P1 RE STRUGT 3TRiUGT, LIGI-tT COVE I0' _--_=_-_-__-____ _--________--__ SELF•ADNERING UTATERPROOF SELF-ADHERING WATERPROOF SELF-AD�7ERING WATERPRO�F ( --_- -k=- __ MEMBRMIE. MEI'1BRANE t0 2'-0' ABOVE FIIVISN MEMBR4NE � GR4DE. NvERTED � i EDCsE OF UTALL (BEYONDI TYP BASE MOULC�ING. � G4�41R RAIL I r 5' MO55 ROCK vENEER � MOULD. lU/ 5 MOSS ROGK vENEER ( ( I ' I � , MITERED ENDS � I + ; I � , � � � � � I 4� � 4� GMU. � ( BOxED-OUT GOL. � �j � �,; I � � 4 1 ��_������L. = IC�(d'-m' IpATUM� ���������E_�L_= I(d!�'-�' lD�4TUM) EL. = I(�0'-�' (DATUM� � � i I � f i 1 � --�— — — � ( f � � I CONFERENGE —� T.O. EX'Cs s NEUI CONG. SLAB 4 Q ° �70. EX'G t NEW CONC. SLAB ° Q 4 7.0 EX'G l NEW CONC SLAB � ° a a AK- T A I I I ' � i � I a a a Q ( I E3RE OU 5P C E i , �0 i R O O M - (I� � FIN.CsRA�E _"�` FIN.GRApE a FIN.GRADE � I ' ` � ti�r .,'�J o�J�e�C� ,Jp ,i���'i�, _��� - ;Jn� �� , V _ ,-� •-�_^�_i �'_ ' _ �r_ - d _i �_�_ : _ _ _ � � i I i I Z a z ° a a Z I I � ��11 ; N w ,- ' , _ � E � a ! � ' ll' 1 � I i �4 a f � ad � ( � i � � � � � ( arruMn�ous o�PROOFn� ori a i a � � B TUMINOUS DAI`1PROOFING ON 01TUMINOUS DAMPROOFING �1 I � 6'� Ifa' CONGRETE BLOCK 6' CONGRETE BLOCK 6' CONCRETE BLOCK a � ( i I f I i N � ° BASE MOULDING I � � , ;� ?' RI ID IN5UL�4tION. 2' RI Ip 1N3UL4TION. 2' RI 10 INSULATION. � { � , i I a a ° EL. . I0�'-0` (DATUI"I� -__________—_ --__-=-__-_ ___--_-__-- _--____=—�--s�-=—=--_-=- --_— �__-_ -- ` BITUM 5 GANT. � BITUMI CANT. a a BITUMI 5 GL�NT ° �T O EX'Cs t NEU1 GONC SLAB t � i aa I d 4 FOUNDATI pRA1N IURAPPED 4 FOUNpATI DRAIN WR.4PPED ° FOUN�ATI DRQIN UJRAPPEO IN FILTER BRIC W/WASHED ° IN FILTER BRIC lU/ lU4SNED IN FILTER BRIC W/WA51-IED I � �sRA1iEL GR4VEL. GRAVEL Z'_� EX'G F06�IDATION TO c o�' e � ,�-;�t � a d ° � ( , � a RertaiN � ''o a a � , ��� a a m � - .J 4 �� Q , �p(�.Ppj_F 4 d ��i�h?�� �� F�, �� oC'Oo�D � � ��p ��.� _�� � ;i a Q � ;�_ �- '�,;o'f � ,� �,�f�o'� a _ -f'�,_ � � 4 o _ o � ,` _��; 9 ' � , c-�o �� a d _;` �Jf ° v �..,-� d d ° ° a I I ' -''� _ _ ° � 4 'u c �° °c a _ �, - 1 � I ��� �� �� � UJALL SEGTfON AT STUCCO U1ALL ¢ IuALL SECTION AT STONE vENEER IUQLL 3 UJ,4LL SECTION AT CAST STONE LINTEL � PARTIAL BUILDING� SECTION At BREAKOU7 ROOM ,4-� �' a ��'(�' Q.1 �� = 1�-0' A-� I' � I'-0' A-'1 I/2' = 1'-0' , � � ��-----�. ,�;�-'""'��• f ��"` ` � �'.i"`��r ` � ",�t' ��� `��+,,,, �ti���y�`' `�,�� ,�,3�' BobeetL.Amold ��^ .c���� r «� � IV1ANOR VAIL p.G y i�'; DATE: 02/27/98 ""°�°°°r' - � � '.•: , .���E � i � `'` `� CONFERENCE CENTER RENOVATION P.o.�zs� �,�,oo ai�o 1�-1 7� � ,a g a�a�B�a.s�ia � �`'��� y �S ���� � VAIL, COLORADO SHEET: A-7 ����"'F�x �%��',�� ��f`�°��;� a� ��� I Tl'PICAL BASE MOULDIt�Ki (INYERTED) MITER CORNERS, TYP =Kv - dl _ � �_- ___ ___�'�i� I 4' DIA MANOR vAIL LOGO BY 'YASEEN ' DESIGNS' l� � 9/4' x 1-1/1' S48 SE�ECT PfNE �,� �{+ 1 1 '";�; ` I ,i,I 3/4' GLEAR PINE vENEER I i PL1'llJ000 , � ( L-SNAPE 1/4' SG�la,4RE STL BAR W/PATINA TYPICAL BASE MOULCING ON 3/4' I I, FINISI-1 TO MGTCH DOOR NARDW,4RE • � � RECE3S BAR I/16' BELOIU FINISt-I SURFGCE y /� ; x 3-I/2' S45 SELEGT PNE BOARD. � � ; j ( �Q 3/8' TtG 'v-GROOvE' SELECT PINE � i 3/4' x I-I/2' S4S 5ELEGT PINE FLUTING. ; ON I/2' PLYU100D f CL — i I 1 3-5/8' r'ITL. STUD, NOLD BACK I/4' I � � ° ; FROM F,4CE OF GWB � ' I f � � �f � A EOGE OF COLUMN CAPITAL dBOvE j i 3/8' T�G PINE BOARDS � J �kA ;j ! � j i � �`� � ' �' ; i - �c�v ;�� ` � f ';�; ' � i �� ! 5/8' � l ��' r i � ' I c�Y'�t � I � �% �� i i -K`+ � { � ' r I i —KV ���� � i ��,__�:. - ---- ----'---'^_ '--_-- ----__._ _ __ .-- � � � ;� � � � . - --= — - -� ( � _ � — - - - - -- i -'- - '--' - - — � � � l.� J • ��. ��. ��. g� ��. ��. ��. PL�4N DTL. AT BOXED-OUT COLUi"iN � � I A"8 3' = I'-0' � Pf LASTERS AND 4-51DED COLUMNS SIM, � �' � I � i,_6, � I � 1 � T'r'PIClaL BA3E MOULDING, � L I � � � � MEGNANIGAL or�6��T��"IATRE � ELEvATfON /-�T BOXED-OUT COLUMN MECN A-8 1' = I'-D' � $ - - . � Ij! 1 �i� � _ , � �, I� . � _� � I j�'' � � � �,, + ;;; � �' S-I/2' BASE MOULDING � �J" ,r� i �'�'� (INVERTED) m �J� � . �� _ � � _ �i ixl2 949 SELECT PINE f+ BOARD �}}� � 4�_��. ,.ft, �{ 4' DIA MANOR v,41L LOGO, � •lr ;k RECESSED i/4' UJ/ I/4' �� REvEAL � rI -�'� I �xl� 545 SELECT PINE � - � BOARD UJ/ 3/16'D ROUTED ,1� � � � �� 1/4'UI GROOvES TO RECEIVE 'lr I/4' x I/4' L-$NAPED STL � � ROD3 � � � � � r- i 1/4' x I/4' STL. ROD BEl'OND � lW PATINA FINISN TO MATCH � � � DOOR I-IARDW�RE � + 3/4' x 1-I/2' S4S SELECT PINE � ON 3/.4' PLYUJOOD ON I t 3-5/8' MTL. STUDS � 7.!' - ' , � �_-_°=__���--_-���_�---_==-=s�==�_-.---� --___-_----•- -- -�-__-__ _= -�_-_��-_ . S � . F A �� j � �. � ; � ° - - -- � - � �� . � I - i � - - - I � i - - --- �;,� � � ( � , � � ; , ` � � X , � ) � � ) � I I � , li , i � � � i ; � � � � � � � � � � i � � � � ( � � I � � � . � i � � � � I � � i- �t v � � i i I _ � � � ' � I �� r � I � ( � I I � � � � N I _ I � � � � � � � I I I � � , cv F�— 1 I ' � I I ' I � I ----- ' — � ' - - � � -- -- � I - -- � -- I �• �• STAIR NALL tABLE 570RAGE BANQUE7 StAGING's CNAIR StORAGE � A 2 CNAIR�41L Pf�OFILE 3 BASE PROFILE � /a-9 NALF SCALE A-9 NALF SGALE A B � � 0 � - - ° - , , - o � , , , � ; , ; , � � " � ; ; � � I r' , ii � � � ( � � . � ( �9 iA � I i— ( , � � ; ; � f r ' � � � CNAIR RlaIL � � � I � � . � i � � � ' i I � i i � I � � i I i � � � � i I , — i � � BA3E MOULDING i I I1 CHAIR STORAGE � BREAKOUT SPACE NO. 2 AY t L IQUOR STOR I COATS NO 2 � A B B C F ' ' ` O O O O I ( I l � I I i I I 1 � � � ' � ; � � , � � � � � 1 i � � ! I i ; � , _ 1 � i I � ' � � � � � i i ; i � Ii i f , f � — ' � AIRLOCK ENTRY BREAKOUT SPACE NO, I COATS NO I � IUOMEN B C C � GLG AND UJALL HUNG MTL gANEA� PARTITIONS, T7P RECESSED NOTE ' \ TOUIEL AND FINISNES RE• \ \ NAPKIlJ TRASN INTERIOR — - ��_�. DISPENSER RECEPTIGLE DE51C�NER i � -- -- I I I � MIRfiQR I I ! MIRROR � . � � � � 3 �4 g / � �j ( � ' i i � � � o 0 3�-m \ ' � ' � � � , ; e ' � � � � � _ — _ _ � / � kl Ze � � � HAND ICAP DRINKING r-ourira�H N � i � � � � � — _ M N N � � I N -- - - � UJOMEN ' MEN TELEPNONES C , � PR�GONI�ENE �-1�4LLUTAY INTERIOR ELE1r'ATION U10MEN'S ROOM ELEvATIONS A_g 4 � 3/8' = 1'-0' A-9 3/8' = I'-0' ��"'.�°_'_�,��� � ,��.��� � k°�,,`°'� �,r��',�`��' ��<�' i`f�, ^�6��� ����°• .�� !'� . k� !i • �jf r �fi'� '� �� ��'11`11�1 O� Y 1`�.�.� ' DATE: ��27�98 Atahl�ot.P.G � 3 � � �,-, � � ; CONFERENCE CENTER REN4VATION � ����1� . �,���� � �� �� VAIL, COL4RAD0 SxBET: A 9 ��,�t„ \����3 `� R'S.�,���� c�a�s-aB�P�c \�e +!°�"5 r,_„.�9�,��b./,�2i� ��� w i S�Y�' � °''m�r-�'-x —„aa�s-^� � � i' A . i 0 -- � - - , - - — - � � � . � I , � , - 1'I a`i ' `i � i ' : � , � � ! ; ; i � i i � ' t � I I i I j � , , I i � ; , ii i I j ii ��i �, � � i � i�� , ' ' � � i � � � , . KITCNEN CONFER�NC� GO-ORDINATOR � , A , A B ' I ' O O O O i � I � I i i _— � � __' ___ I 'i' ' ' � I � I � i � i I � I ( i � i i � � I � � � \ I ' � i\ � � � i \ 1 , � � ; � I i � i � , � � � ! � ; ' I I i � ; � � I I I I I � ' ' I I ' I I I �- � � � ' I I � I ; i I � } I I , , � � I I i ' i i ; 9 I i ' � ; , � ' � ! ! ` ( i `I1 � � i I �� ; � i�� i I j i � / � I � � , , � - -- � � , � 1 I i � I � i ' � � � BRIDCsER ROOM GUIDE ROOM � A � B . g . . � - o 0 � � , - , , -- , � , , - � ; f � , I I , � ; � ; � `� ' ; /j ' \ ; � i i f � � i � � , Ij � ' � � '� ' � � � � i I � f i � ; I ; ' � 4 i I � � � i � 1 , I � i ! ` i � ! i ! /� � � � ; \i `/ i � � ' � � � ' � � -- � � - � � _ I � _ � I i — - � � CNATILLION ROOM REStR001"'(S t TELEPNONES B Y i PRECON�/ENE NALLIUAY INTERIOR ELEYATION -im 3/8' = t'-f�' � GLG ANO IUALL NUNG MTL NOTE• REGESSED PARTITIONS, rYP , - � j j FINtSNES RE TOUIEL AND INTERIOR TRASI-1 ��_0. �E3IGNER RECEPTIGLE MiCR�B � � MIRROR � I g� -�� // A �, // // � j ! � � �_�� , � � � � � � � � , � "' � I � _ _ — _ � � � ! � � ? , � i � � ' � � , � � N N � � -- I -- � . I i z MEN'S ROOM ELEv,4TfONS -im � �ia� _ ��-�� ti=��'�=�=�`��,, , �,���' ' �i t��°���'��n 4J " , r ���F�z,�. ��. .���� I��IAN�R VAIL �A�: o�z�i9s �� � � °�° ���� � . �` � � " `j `' � '� CONFERENCE CENTER RENOVATION r.o.�zsa� �,�,�si�o s� 1�� � i� �� �B.HOtYlf�'OEk�..�10 1�{ , ,� VAIL, COLORADO SHEET: A-10 ���117 ` , t`c�a�. �° �,/E •�p� �'•�'�./�.g� (9fi)84S$829 FAR , ��'���'��,,�, 1 qQ._ �"��,�1�' ' � � �� ,��� ��1��,.��4 .,,` ��� r3, _ .�6 - �-n.r . � ! FIizST LEVE SECOND LEU L TNIRD LEvE � , if ii ii ii � ii ii �� ii ii ii i � i � NEW GU1B. NEW RECESSED O O NEUJ GWB --� O O P�IRTITION ENTIRE INCANDESCENT GUARDRAIL W/2x6 � STAfR LENGTN LIGNT FiXTUREB, 2 UJD GAP UJ/ I-I/�' WlIx6 WD. CGP W/ t-li1' REvEAL PER LANOING, TYP UP pN REvE L, 42' AFF DN NEUJ GNANDEUER NEU1 GUA _ _ _ _ _ ' RE INTERIOR GUARDRAIL U1l2x6 DESIGNER UJD CAP lU/ I-1/2' REvEAL � NEW u11NDOlU GT EXI3TING W4LL ;� `P UPPER LANDING SCONGE5 Ar aLL cn oNLI', rl'P�C.4� ar STAIR RUNS TO BE E�4Ci-i END OF , REPLAGE lU/ •9 BUILDING FIXtURE SPEGIFIED � I I DES G ER R P � � � \ � � I I �, � Z NEW RECE55ED � - INCANDESCENT GUJB f'ARTITION� LIGNT FIXTURES,Z NEW REGE93E� PER LANDING, TYP � INCANDESCENt � � LIGNT FIxTURE, TYP NEUJ GWB GUARDRAIL W/Zx6 � UJD CQ.P U1/ I-I/2' REYEAL, 42' AFF I�QTE ALL INTERIOR FINISI-IES AS � SPEGIFIED BY INTERIOR DESICsNER, � � tYP , exisrir� wA�� � sco�vice ro ee � REPLACED A TITI UP NEIU GHANDELIER RE� INTERIOR � DESIGNER 3 3 3 A-II A-II A-Il 3 INTERIOR STAIR+�ALL SECTION � 5TUD10 BUILDING� STAIRNALL SEGTION A-II A-ll I/d' - 1'-0' I/4' = 1'-0' � INTERIOR STAIR�4ALL FLOOR PLANS � A-I1 I/d' = I'-0' NOTE: PROvIDE NEIU METAL NANDRAILS AT ALL STAIRNALLS 4-IANDRAIL PROFILE AS SELECTED Bl' ARCNITEGT FIRST LEvE SECOND LEv L 7NRID LEYE I < — _ — _ - - � .,,��. � I � I I I NEW GU1B I � � GUARDRAIL Ul/2x6 I I I I O O I I R EAP `�' I-I�' I NEUJ RECE85ED INCANDESC�NT _ _ _ _ _ _ _ _ � NEUJ WINDOW AT � LIGNT FIXTURES, 2 O O NEIU GWB � PER I.ANDII�IG, TYP. GUARpRAIL lU/2x6 UJD CAP UJ/ I-1/2' � UPPER LANDING , REvEAL, d2• AFF ONLY, TYPICAL AT r- � , UP �N DN eACN t�� oF - - - - - - eui��m� I - - - _ _ � - - - I _ _ � - - - - ExISTING WALL � SCONCES GT ALL NEW RECESSED � I r - - - - STAIR RlMS TO BE �'' � _ INCANDESCENT �- — — — REPLt�CE lU/ LIGHT FIXTURES, 2 � — — — — -}- — — — — ' FIXTURE SPEGIFIE� � PER LANDING, TYP - -� ( � - - - w I DES GNER R P � � - - - - � _ _ J II Z � - - - - -� I - - - - -{ -L , I - - - - -� EXiSTING WALL — — — — SCONCE TO BE \ ' — — — — — REPLAGED \ — — — — I - -�- - - I � - - - - � I- - - - - - - - - - i r - - - - i � _ _ _ _ , �- - - - - � UP � - - - - -}- - - - - � - - - - � I - - - - � 4 a � - - - - -I - _ = a-n a-�i � - - - - 1 � � I - - - - -� 4 A-�� EXTERfOR ST,4IR�IALL SECTION BUILDING�S 'D, E, � F' P�4RT. ELE1�, ,4T STAIRI-IALL 2 EXTERIOR STAiRNALL FLOOR PLANS 4 6 °'-�� A_�� ��4' = i'-�' A-�� OP. END OF BLDG. SIi`�11LAR va.• = t�-r�� � I/4' = I'-�' � � `�a � F� � �`� �� y„�' . ���+ �t`�t J11i.17.1\O� ��111J �AL�t L.AtOOId , � DATE: 02/27/9$ `�°�`°°`�p.G ' •• � �, �� �� �. 'P ; `�� ST�'�][RHALL RENOVATIONS r.o.B�uB� ��,vo sism �� �s�.�a�et Bn�a.sra�ia ' � � �� VAIL, COLORADO SHEET: A-11 ���11 � � R,� y`�^s (97�845,8829 FAR . ��:�� < � �,C\Lt�`!,:�.., "°'�4ye�`' f v � ��aQ:�, � �..ti_�. ti , 5 i � A-Il i I I ( I 6 , i � i ' - ' i i i � A-11 , I I IMIT It'i � UNIT 115 i UNIT 13 i t,INIT I11 i i PROvIDE NEIU tU1NDOlU �OTE• BUILDMG 'F' AT PROvIpE NEW WINDOUJ I I At TOP STQIRWELL BOTTOM LEvEL NAS PROVOE FIRE .4T TOP STAIRUIELL I I I I LANDftJG OPlL1', 5EE UNITS ON TI-115 51�E I SPR�NCLERS FOR I LANDING ONLY, SEE PART. ELEv 6, DlW I i � lCREEKSIDE)OF � CORI�DORS AND STAIRS I i I P.4RT ELEv 6, DU1Cs � � � '�'��' � I I BUILDING ONLY. FROI'1EXISTINCs � � A_11 I I I ( , A-12 STAMDPIPE I I I I I � � � � � � � — ' I I — I — — I I I — — — — — — — — — PROvIDE � —_ —_ _ _ NEUJ MTL I ( �J I ( I — NANDRAIL9 _ AT ALL � � � ,•-- — ---_•` Q I Q I Q — TYPRIUELLS, — � � � 0� � � • � � �0 �� � � r — — UP DN ;� I — — — — —1— — - - — ' , — — — — —r- - — - - � i UP — — — — -- - — — — — — — — — - - — i � � � � W • � ,_0• � � � � � I � � � � � i I A-12 I � _ �_ _ � � �� _ - - --�- - - �� - - - - -- - - - - - - - - - - - - - � � � � �---- -----� �� � 0 � ' � 00 00 �0 00 � � � � � � - - - I - I - - ° I I I - � � � , _ � , � � � ► � � � � REMOvE EX'G DOOR3, I I I NOTE. EX'G I ( FRAME ANp WALL, AND LOCATE EGRESS pOpR AND PAtCN AS REQ'D DOOR WGLL TO UJINDOIU� 4T I I I I I i I � � i � ENCLOSE Ex'G FIRE i i i I ( -PROvIDE NEUI DFTWGLL CEILIN<s � � P,4NEL U11TNiN EN7Rl' LEv�L p�,���- I I PROVIDE NEIU DRl'WALL GEILING I I dND LIG3-tT FIXT., 'YP RE ELECT STAIRI-IALL I I DN��D�IGHT FIXT� T7P RE ELEGT I I OU1GS I i i i UNIT 116 � UNIT li4 � , UNIT 12 � UNIT 11� ( ( i i i i i i I I I I i i .. 4 T7PICAL FLOOR PLAN - BUILDINGS 'EsF" 5 Tl'PIC�4L REFLECTED GLC�. PLaN - BUILD(NC�S "E�F' ,4-12 A-12 va• • r�m. va• . r,m. . NOTE: AT TOP FLOOR LEvEL EXTEND PILAS7ER5 TO ' �_ _ � _ — — _ —_ UNDERSIDE OF CEILINCz, DO NOT PRO�/IDE ARGNED / \ 50FFIT. i ARCHE� SOFFIY �o ____ _ _. � _ _ _ _ ROOM I.D, I SCON E DRl'IUALL U1/LIGHT KNOCKDOWN FIN15H TYP ��'�� �'-4�� � 1'-4�' ��-rD' I PAIN GOLOR NO I SpLID CORE FLUSH DOOR IA-Il I _ — WITN APPLIED MOULDINGS 6, ��.u� 6, Ix4 CNAIR RAIL �� � �,— l�' gl,llLD-OUT U1/ I-I/2' I I � � r _ _ _ _ _I _ _ _ _ _ r AINT N , ? RADIUS CORNERS 0 � � � � � Y + Ix6 BASE �" � � �� �� � � � � �i Ix4 CASINCs , � 3 TYPICAL UNIT ENTRIES PLAN a BLDGcS. "E' � 'F" � � TYPICAL UNIT ENTRIES a BUILDINCsS 'E" � "F' A-12 va• . �.,m. A-12 3ie• . r_m. Ex'G STAIRNALL Q � � c B DE IPE CORRIDOR Q � � STAIRIUELL i TYPICaL CORRIDOR ELEV,4TION a BUILDINGsS 'E' � 'F' A-12 � va� . r.ra• , , � 1 s � � + �°�,�� • � �Y�v,+��'�. �Q�t� . 1 1 � �T �s �' �� NzANUR VAIL DA�: o�2�i98 , "�°�.p.� � � � � ��� ��� STA►IRHALL & CORRIDOR RENOVATIONS � �,,'�'�"��,i� ' � � �-� �� , �� VAIL, COLORADO SHEET: A-12 ���,�t„ �� �. � .�°��� �8.r� s�; c�ro�a4s.a�z9r�c J�rc�G ,-�1`�,��,;' t�ti �� . ''�.�..._--.-• , � � , 5 A-II i f I ( I ( 6 i i i � � i A-II ( I • i i UNIT Ill � UNIT 115 i UNIT 113 � UNIT lll PROviDE NEW IUINDOW PROvIDE NEW WINDOW I I ,4T TOP STaRwELL PROv�DE FiRE ,4T rOP STaiRwELL LANDINCs ONLY, 9EE SPRINKLERS FOR I L4NDING ONLT, SEE I i I � I � ( PART. ELEv. 6, aWG I I GORRIDORS AND STAIR9 I I PART ELEv. 6, DUKs I I I � 4-II 3 ( � � � FROI" EXISTING � � � A-11 ( I A-t3 I I STANDPIPE I I ' I ' I ' I — � � � — � — � � � — — — — — — — — — PfQOvI�E I I — — I I I = — NEUJ MTL = ._ NANDR41L3 ' i AT ALL — /��� �� ����^�� � � — STAIRWELLS, — • O � C� 40 0� � � O . . O � � 4� o� � � � � _ Tl'P _ u� �rt �i - - -i- - - - - -i- - - (� ii uP � � � � ' � W ■ �i 0 � � � � I � � � � 0 i I A-13 I C� � - - - - ii � - - - -- - —�— — —�— — �i — — 00 ° I °� � 0 O O 00 �� I �� 00 O � i i i , ��------ -------�� i i — — I — I — — . I I I — I � I � I � I I � I � I � I NOTE: EX'G I I REMOvE Ex'G DOORS, LOCATE EGRESS DOOR AND I i I i I i I ' FRAME AND WALL, AND I DOOR W,4LL TO UJIh1�0U1� AT PAtCN AS REQ'D. I i I i � i � ENCL05E EX'G FIRE �NTRI' LEvEL I I PROvIDE NEUJ DRl'WALL CEILING � � Pt1NEL UJIT�IIN p�y��- I I AND L G1-IT FIXT R PaRECELEG�T. I ' . �4ND LIGIaT FIxT,TI'P RE ELEGT. gTA�RNALL I I DWGS I I D U 1 G S I i i µ UNIT 116 � UNiT 114 � UNIT 112 � UNIT ll� I I i i i i i i I I I I i i 4 TYPIG�4L FLOOR PLAN - BUILDIN�Z 'D' S TYPICAL REFLECTED CLC�. PLAN - BUILDINC� 'D' A-13 vs• . r_m. A-13 �. � �,.m. NOTE: �4T TOP FLOOR LEvEL EXTEND PILASTERS TO _ UNDERSIDE OF GEILINC�, DO NOT PROYIDE ARGNED � 50FF i T. i RO ARCNE� SOFFIT . ,� m DRl'UJALL UJ/LIGHT I KNOCKDOIUN FIN15N TYP i,-m, i,-�� ,-i�, i,-0, PAINT GOLOR NO I V 6� ,3•.,� g� Ix4 CNAIR RAIL �� , � � 6' BUILD-OUT UJ/ I-I/2' _ _ _ I _ _ _ � RADIUS GORNER5 . � � Ix4 CNAIR RAIL � � lx6 BASE �" Ix6 BASE � I Ix4 CASING 3 TYPICAL UNIT ENTRIES PLAN a BLDG�. 'D' 2 TYPICAL UNIT ENTRIES a BUILDINC� 'D' A-13 va• . r,0. A-13 �8� . r_m. E x'G 5T�41RNALL Q��j , C BDE IPE CORRIDOR O�O STAIRWELL � TYPICAL CORRlDOR ELEvATION � BUILDINC� 'D' A-13 va� . i,.�. �-��-.�.v�„ �fi ,�:,fk� m g �,, e ; .�` .�y� �/'` a 'y�f� "4 ��,r' •�`, ,/ o`y;�� '�a*.a .��^ \r: aWOws L� � E �s� a���� " ��ANOR VAIL �`� `4� ���-��'� � DATE: 02/27I98 "'°�6e0t'p.� � � ' � , � ,s µ, � �� ��"' ' � � �� � STA►IRHALL & CORRIDOR RENOVATTONS ���"��,i� r VAIL, COLORADO S�ET: A-13 ��11 _ �,,,',,� �-� '�� ,;,. ,� (970)a45-E829 FAX �$,_�������c��, '^',",°"'�y �� r, *6� .F �'•��.� �"r���'"� f"''" �.�...,__..���°" / , � , � ��W T.�"-5 4X4X1/�'r D�'dITN -°------~ ; ' � � 3/4" X h" X !O" HAS� PL,�,I'E GN i" C�?�OUT ,�ND �XlS-F'�?�lCa , _ - -- --___ -- -- -�'-�- �our.�o�r�oN wirta 123-�i4�� � � _� , X i0" ADH��✓I�l� A1�lGHC?R5 _-___ � -------------, NOTi�Y ARGi-1 AND ENGItd�E� I� _-� --,----- - - ----------- ---- �-__ -------- ' - - �XIS'Tihlb c:At�1171T1Oh15 L�If=��R , -_----• ' , �, _-�__-- ---- ---------��_-_�� ` _-_ �� �, ---- � � ___.� _ ________.�. , � i � f 15�--II" 31�_IC�„ �-f1" � 23"-4" � '-il"! 10�_t�� ti y'-v�� 14,��,�� � -1'-F�° � IFa'-O" "1'-�r" 4'-h" 23'-4�� �_II" 35'-f3 3/4" , � ._ � � � ----- - � , i i r'� " SLAB-ON-GRAD� ��-0�� ��_�,� ` � �--_-- ---------- --- ---_-- -� ----- - - --- - -^ ^---� . i � � j Y�ITH 6X6 Y`i2 I X Y�l� I W,W F. �� � � � i � � O �#" GRAVEL SA�� � # '_ i'� _---- -- -- ------ --- - ------ �- -�-- ---- --_ l � � � � RE= RGt�i. �OR REGE55�D } � _� �__ � I � D�TAfL /�ND DIN�k�fDNS I 3 j � I � 5� 53 = I 53 � - 53 d} �3�AM AW7=C:D711�6� , � ' _ { ., l � i - � Q � ihtTC? �X151"IN�, `` � �Q ! �I00'-D"� ! - _ �"� -- , � � N�kd GRAD� 11 � � _� � (V �_ �-___�__ `�_--__,.,._�_��.,��,����..��,..��..r.d_-md.�.-...�..-�.-�.��.,...�.m-���.���..-,.o.�,_�.��,,.. --- �- -.. �..���.�..�.�,�-...a.� ..�.....�l.�.d-.�L,x_.:,.-- ---� l E?�AM F�ND ____ _J- _ _�'l t ' �-.�.___�'1 f'_ t-__.-��.�...,._.,�..�,.R,.x.r�.,..��.�.�..k___ .,�.W,�.. f ,.�...,�.: ., .,_,.r..�IcaJ O'...�.a�.�TYPIG,�L 6 F'LAGES�.�a..�' , ! } - - - - - - :�:�.�; - - -- - „1 - - - - - - - - �_ 1 i=OpTING --i - - --- . � - --F- - f I _ -- - - -- - - � - - - _' -_ ------- ---------�----�i-----__ _�-_ �--__--------______._,_____... __ _.- � _ _ __ ..a i / ,�1 '` L__ ' _J x 1 � f "`€� ��� k- - � � ' - � -- _ r ..._ �. �- q6'-o" � _,_ _ __�_ _ ________.�__ �.�-------t-----�-------#--,� � / 0 � r` -� -�'�, �.-- � ' �r-�--- - - -_-��-_ �i...��.___ ___�______�__�___ __ ___ _��_______________________�__=� � t , -- --�-t,=i.�,- �� � � ti 1 f i � i d� � --- - --- -I � i ( i� � ry�� �'�F>' ...'i y � , � y � � . � --' ! 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W I ND � � i � - ^'-� .�,.•_ „ � �•,;�,�'-r-�-�'�;s--'�r' � i .. a"C • C.9`.=0 pAV,U C�O . r � O��j ���`�^v�Q•;`4U°rr': •C}v+,� / .h" GNU t3LC�:K — �t� o• Q °. .��,o � •' ro o"..��'•.� , " �,' on r•o .a���'. � �. .� ,°._� �X7�RIOR �i" l�'�TAL f3 r R�V IpE 1 X 4 CRQSS BR IRG►NG N�T DVER 8' ON CENTER Fd� ALL WL�� JOISTS Al�D �X "�" "0 " ^�' a �� `� � '� "� � r 5TU£� Wi��L i^1!T!-i ' /� 1 , HAS IC WIhD aPEED F�0 t�N ,p��p gLOCK ihlG BET�'EEN JO ISTS AT tiLL SUPPORTS. FASTEN ALL 1ht7UD �lEf�ERS s�z � ' � ' � �`�� � • � 2. EXPOSURE B ,.� AT I'-�' fiT {- T �, � ; � ��.r-4�'HfP1G 1VITH COl,�v'�^,N NAIL5 ACCORDING TO TH[ UBC °CHEDULE I�NLESS OTHERWISE NOTED. r=tILLT G�'OUT�T? � ; � � L� EAR7HQl1AKE �Oh1E I GELi.S . � �-, - - C. PLYV,�QD DECh ANpJQft WAFERBpARD � tl � , F��r�L ��LL �L�a� � � 1 PAPdEL TH 1CKNESS SHi+LL BE �S SHC'�fi! QN Tl'E ORAVt1!JG APPL ICAT ION S�iA!L 8.�. � a . �2AMi��T AT •4'-C7" ^ � � 2. TESTIFSG ,� , -�*-------4=X15TlNG� ��?G��7 ' x--,-;�"-�--x---Yt--M-s'�� IU ACC4RDA�tCE WITH RECO�ithJpATICAV5 OF ;HE A1�ERICAN PLl^+At�OD � ° { , ` �oSS�C!AT ION. �4� r Wf�.LL � �r _. � ��i� :��`'0't�On�;�•;Dd�; ,�, .°,�•:` �+ CC�`JTf?AC70ft SNALL FURh ISH �2 PROV IDE COORt7 INAT�4V FOR TEST 1NG AS RE(�U f P,Efl � � � � ; AL t�)� ' ---�� ; ° 'r.�G'�°'a-1^ '•r,`'r°•�o„' ��� EACH PANE1. SH/�l.L f3E IQEPJTIF'IED FYITH Tt�E GRADE-TRAQE�WIAR'rC 0� THE �..y AT I'-h" VE-RT' C.. • � � 8Y THE PROJECT �EC I F 1C�,T ION5 7HE TEST fNG PROGRAM SHALL 8E C�D INATED tiv ITFI � i ` ���iD +-�c��lZohTAL , � A�AER ICRN PLY4� ASSUC iAT�C�d APaD SNALL tiSEET THE REQU IREl�ENTS 0�' U S � � � � � g TNE PROJECT 0`."AvER, ARCN tTECT ANp STftUCTURAL ENG INEER PRWUGTS S7ANDARD PS I , LA'E5T Ep!T tON FQft PL11"� AI.L PAtvELS 'M�ICH 1 ' �� - � o ^ HAVE ANY EQGE (7R SURFACE PERIAAPJENTLY EXPqSFD TQ T��E WE;ATHER SNALL � � _��� _ • � ,� ���;� �'�A������j��� B, iht THE ABSENCE Q�' OTNER REQIl�RE�.StNTS, TNE CflNTRACTOFt SHALL FURP�lSH pE OF THE EXTERI� TYPE �� 4 � � 1L � � ' � � Y^i1Tf-i hX6 i�d� IXW? ! il��EPEAfDQ�dT TEST fNG OF SO IL C01�'ACT iQ�'� 1�ND CA5T- iN-PLACE CONCRETE - T � , �' � I -i � ; � ` ��`�� �� �'i, 3. FQf� RtX3� tJSE 5/8 (40/20 SFAN RAT ING) D(POSURE I SNEAIIi ING NA tLt� A, 4 Z _ ,�I, �� ^� f'`� �'��" � , \ C7►�A�'EL BA�� STREtJGTlt APJp RE tNF4+�C iNG TO THE EXTENT NECESSARY T� ASSUKE CC�^iSTRUCT l�1 IS 0 C AL(N1G PANEL EQGES AND AT t?` ALONG INTER�AED tATE StlPPORTS � � ° �' �� � � � �' ` - +��RE?4NT'�1- ' 1 � ' �' ---5 I/2" T'.��P �3LOC.r-.ou� tt� CQ!JPLlANCE WiTti 7HE CGNlSTRUCTIC�J ClQCl3k1ENTS 4 E}f7ER 14R lh'AI.LS SffALL HAVE Ot�fE LAYER OF 5/8" EXPOSU4�E t SHEATNlNG _ � f'-O" - _ r-----�5 AT �`-Fi'" X �i �/,z� = ��_p�� � �dl � Q� NA ILED AT 6' � C. ALOt�iG P�NEL EGGES AT EXTER►OR RE. ARCH ITECT FO�t O i ; „ �f�GH FAG� t�4 2 ��+2�� 3 F(�tJNDAT ItNvS. 1►�lTER IOR SHEATH ING � I � E," #C° Gt�iU � - 5. iN57ALL SU ITA6LE EDGE SUPPORT E�Y USE OF PLYCL IPS, TOt�lGUE AI�tD `rI , �. GGLUMN -^ ¢. 1^1ALL AND ��Q��K , � fA ,a. ti1AX t!«'�U�.1 S�IL DES IGN PRESSUftE 2000 �SF� GROOVE PANELS OP, �L ID ��D �LOCK iNG QET4��EEN SUPP�TS I • V4° �AS� � � � , r - fi. TNE A!.!0'vVABLE SOIL DEAR ING PRE5SURE ASSU�'ED ID! nES IGN !S 2G00 PS�' THF i � `� ° + �e O" AT 5lMiL.AR �- � � < , C(�tJTRACTOR SHALI. RETA IN A L ICE1vSED SO ILS FNG INEER T�J iNSPECT it;E FOGNDAT i(�+1 � LA�AlNATED VENEER LU4�ER MElv�ERS SNALL WAVE THE FO�IOWiNG StRESS _ � a a � f , .. #� A i f'-�s" �/«.={2TIGf�.L EXCAVAT ION. Sq ZLS cNG tNEER SNALL VER I FY IP1 'A�R IT ING THE ACTUAL SQ ILS CAPAC t�Y �5 CAPAC(T IES. FB = 2800 FS i, E = ?,OOO,OQO PS 1, FC = 75(J PS{ , FV = 2�5 f'S 1 BU ILT � Q Y� `�%�`#%���'� � l;P 1AEIr8ERS SNALL BE COhNECTED IA ACCORDANCE WITFf I�MNUFACTURERS REC(}4AdEtdDAT1'�15 � __ � , i" tvON-SHF�If�K --�, G04UMN t= ' EC�iAL TO f�t GREATEf� THAN ASSJ�,s�D. c » � _ �";'�-°�" -` ���"�� G�?r�Ur \ '` CON7RACTOR SHALL HAVE THE QPT 108 0� U..ING 3 1/2 flR 5 1/4" W IDE I�Ek�ERS a � 3/4" x Ea" X 10" n( � (} G AL{� �(30T ING 9EAR ING ELEVAT fCh'VS StiO`�RJ ARE ASSUI�ED EXACT BEt�R ItJG ELEVAT It�JS g tdL�!-Si�RUCTURAL ELEFI,ENTS ' � � -`.� �� �/�'" +SOLAT�UN -----,r, �� BASy � W1T}i (2)-�/�"m x ��" _� i #5 AY i'-b" �c � SNAL.L $E VEf21F1E�7 lhl TNE FIELS� WITH ACTUAL COtJQITIQN5 BY GONTRACT� WiTFt � � � \� 1 E:XP��NSIG�I`J 6t1`JC.NOF2� � i ° GCNT`��'�D 4`{ M �'E� e-�LAN JUl�lT � � ; I APPR4VAL Of SOILS ENG tNEER AND ALL f30TT0�A OF F007{NGS SHALL BE A M lPJ IN�1k' OF" p, cLE�'ENTS S�JCH A5 IvON-E�FJ�IR ING PAR"IT I�fS, ETC AT7ACHED TO ANO/OR SUPPORTED �?�--- � � � E'" 48" BELQW EXTER IOR GRADE. f3Y ThE STRUCTURE SHALL TAK� INT4 AGCCXJNT D�FtECT IQNS AND OTFfER S"if2UCTURAL ' _� � NEW��.Ag-C}�-G2A,t� ---� \ � �'� ,/`�,:x��j��� � ' a D. ALL FO�JTItJGS ARE TQ DE PIACED di+! FIftM, UtJDISNR$EQ, NAIURAL SOkI (�t PF�GPERL_Y kaQVE�PE�dT5. RE= ARG�I �2E• LA�i � � ��-f'`�'-Q��`�7�;�D� �, � �� �� �� I �►`�1 � ,\ ' i COalPACTED F3ACKFILL, APPRCVEp BY TNE .�OILS ENG tNEER 6ACKF tl.L SHALL 8E g_ F IRE PR�TECT IQN FGR ALL STRUCTIlRA_ PARTS SHALL BE PROV�DED AND SHALL t��ET � ' /� fj ( - < J ea � �° � " � , CC�'ACTED FO 95: (M lN i1,�R11A) STANpARD PR(}CTUfZ DENS ITl' Utv(.ESS OTHER4YISE � � ^ i � ' • Al.L C�DE REQU IREMENTS FaR TFiE TYP: OF CONSTRUCT tON SPFC I F I ED �Y 1Nc 3l4 = I -� Q REG04�.ENpED BY Tl-tE SOtLS EtJG�NEER. IF S�F7 SPQTS ARE ENCQUNTERED RE�10VE qR�HITECTURAt DR�N'INGS STRUCTUfZAI STEEL 1�E�'�ERS SHAI,L BE GONS►DERED �� � "Q �� °L �-� i _� ° ' ` � ` S�IL AND RECt?Af'ACT Wlhl APPRQYED fILL (RE SOLL REP(�T FOR DESGRIPT(OP� OF UNRESTRAINEQ UNLESS Oi?�ERWISE AJOT:p � '�'� q:� x---x` x-x;x ' � � , � a � � �..;-__r��_ -,.°�,_. _ t�j-�5 8EARING S41L ) -� • � •."".pq•�,p, 4 "0 Co'. , s oC) '"G',7' 'o;e'e�<� ;� —i'� - � � � � � 9 GENERAL• •'p• e. t ���, �� �� ...o..c��. �_.�„ � a¢'�;� �,����„1 j ° � _ ' ••t °,�a ,�.oC' •G�Or•�o�c �'�'qt,3 p ' •• e 0A`�'�r�� '•-,`�°%�'�.' �t� � t, ��'� �1�" —i! �f � (� E GENTER ALL F40jihG5 U�.�ER WAL�S C�2 COLUb�iS UtiLESS flTH��t�viaC hOTED 0�'� i R� �LA�t � �� n � , � � f i P��S• A ENGItvEER�S ACGEPTANCE kSUST 8E SECt�RE� FOR ALL STRUCTIIRAL 5UQST►TUTICNS � � ^ I �� .! F ��PtTRACT(�2 TO PROVtDE, kT HIS EXPEt1SE, FIEL� DEhSiTY TESTS CW C�ACTED FILL p, VERfFY ALL OF?ENiNGS THZOU�Fi Fl00Ri, ROt�F AND 1VALLS WITN 61ECt�il+��1lCAL ANCS L. 2x2xf/4 -MET'A! ROJF �' � U!+�DER FOaT irJG5 A1�iD I�JTEFi i4t2 S�Ad��t�d-GRA�E A ti�iN(1��1�i Or 2 REPRESEA(;RT{VE EIECTR lCA�. C�UTRACTOf�S VEFt I F ICATI�I QF LOCAT IONS, S IZES, L INTcLS, Ah'D �IIG� ANv�� �,� � D�GK ^� � � _ � r �� �� � �� , TES?S SHALL BE TAKEh f(�2 EA�Ff FOfJT ING AND SLAB-�I-GRAC�, RE�U IR�D CONNECT I(3tJS At2E COtJTRACT�}R`S CO�f'LETE RES�C�NS!B IL ITY ° �"`�' �L��'�� h'�`35' 3 j� {�� � q _� n ' G, NOT IFY SOtLS ENG 1NEER Y4fiEN EXCAVAT IQhE IS GOi�V'�l_ETED SQ THA7 COND 1T�CA�S 1�44Y Bc L' PR IQR TO IP.STALLAI"1Q�1 OF ►�ECHAN tC1t AKD ELECTR ICAL EQU IPA�IETJT � QT};ER � � INSPECTED PR tQk2 TU PIACE,1lE�1T OF ANY F fLL O�t CC�ICRETE .4 � � � iTEt�tS TO 8E ATTACFtEO TO TH� STRUCft�2E, ENGiNEEF2 S AQPROYAL OF CONNECTIC}VS d C�NCRE7E• ANE3 SUPPCRTS SI-tAI.L BE U8TAINED. '1NLES5 SPEGlFICALLY DETAlLED UF7 �p�� JOI�aTS ARGFtITEC1LRAL AN� STRUCTURAL DRAWiNGS, RESPEGTIVE SUBCQNTftACTQR --y--`�IY/=-�--' SFiALL �l1RNtSt� ALI. HANGERS, CONNECCIQNS, ETC , REqUIREp FOi2 INSTALLATlC�VV Of REe PLAN WITi-1 GfJt�tTirti?��}5 �XT�ulO�' A, ALL CAST- IP7�P�ACE GONC�ETE SHALL BE b9ADE Wl�i TYPE i PC�2TLAhR CEA4ENT, ��� �T��s V�RTIGAL iNEB v�IALL M�TAL �T±JI75 AT � �* � STC�'VE AGGREGATE AND SHAt,L DEYEI�' 3Q00 PS i CQ�,�RESS fVi. �aTREt�'GTF! 4N 2f3 DAYS �T����N�� ATt1� I'-4" RE: �i�c:.TlO�i �� �� � �� � .�NTR�GT�R t�C)TF= D pRQ�IDE ALL Ek!BEDUED ITE67S iN StR1CTURE aS NQTEO (x� aRC;rf►TECTURAL, �LC.GKINr� __._ _ _ 8. FLC?C�R SLABS-!?rt-Gr�ADE SHALi. SE PQURED Itd GHECKE�2 PAT'TERN, AVOIDI�IG r2E- �!EGHANIGAL, ELECTRICAL, ANL1 STRUCCilFtAt DRAWfNGS �11SCELL��EOUS ' � ' " �rOH� V�����'• 5�� GEN�RAL IJC�T�S �TlTRANT COFdNERS. 4'11TH CUNSTRIlCT IOhi JQlNTS LOGATED U�lDER PARTiT IQNS WlERF /�DDITIONAL 3/4 = i-O ��: ���y B�FOR� E3faGK�lLit�lG E�RACT ICAL AN� WIT}� NO D{klENS IpN EXGEED It�G iS FE�T OR TOTAL AREA QF 225 ����UED ITEu1S A�JD ANCHUf2 BOLTS S�ALL BE fI:RN ISHED BY STEEL SUFPL IER ���-p,� S-n,� SQUARE f"EET, aT �EA$T 48 NOURS SHALI ELAPSE REFORE POUft ING At�JACENT AN� lNSi'ALLED BY COhlCRETE CONTRACfOR. STEEL SHALL FULF ILL AST�A A38. (�p,.I�aG�N7 EAGN I/2" i�LP+';'iDN SECTI(��S UR Ca�tTFtACTC� MAY �oU►t S1A:6S-ON-GRADE CQ�1TItaU�uS A1af! SAY�UT TYi�IGAL S°fUD i� ���r F. P�tOV{D£ ASPHALTlC MAST iC-COAT ING� ALL WWq EXPOSED TO THE EARTH. Apol� I p.DI�ITIUN`.L �X?`�RIt7� IG" M�TAL - --r-- � JOINTS. JOIPdi'S SMALL 6E SPAC£D 15 FEET AND SA4ICUT 1" DEEP X S/8" WIpE �YITNIN 12 UND�� i2c��� !DlST �"}TUU WALL {^tITH HG�tJJRS A�'TER P(XJ�t ING CAf2RY ALl Sl.AB RE INF(�iCE6',EtdT ThR�UGh! JQ IldT ;, Sl1B��tT SH� AND ERECT IC�N L�RAWthuS TO ENG INE.ER FOR REV If`dl OF AL� STRLtCTUR/�L 5�a�=�YTNIr�G E i STEEL AN1J LAIAINATED V�D FRANIfNG dEN�sERS TNE 1,�AfJUFACTURING pF2 R�t PLAN {^11NDDW 4^�.�LL �.,t�-rf�� .r�iLL F' 1� f C SiA$S, FOOTIPIGS, AND WALLS SHALL NQT HAVE JOItlTS IN A �iQ�IZ(?N7AL PtANE A^1Y FABRtCATtC?N OF ANY ITEI�.S PRlOR TO','�421T7EN REV IEi�Y QF SHOP ORAY,IINGS WILL 8E -' "-" "�J F2�� ��,RGF� � j� --�` STQP !N CfiNCRET� Vl0�2K f1UST 8� 6��A(?E AT 7H IRf? PO t"iT OF S�AN VYt��t `J�RT f�{'�� Eh1T IREIY AT THE R ISiC 0� TriE C(XVTR�CTQi2 '�AMS�T AT �'-�" / SUIKHEADS AND HOR iZdl+1'(AL SHF1+.R K�YS l7NLESS OTNER+�ISE $1iQt4N ALL �� �� r �� ( � ��1�� CClVS7'RUCTI(}�� JOItdTS SHALL BE AS D�TAILEO � AS REVIEI�'ED BY T�;� �NGINE�R � wATERPR44F�MC, VAP(�2 BARRIERS, wAfERSTOR, ETC., SHALL BE .AS SHQ"�tv � I 1'� �— � �- ` R ALL CONCi2ETF YdORK AfdD F2EIP�FG�CE:4IENT DETkiLI'vG SH,ALL BE IN ACG(�iDANCE Wi�H Oh! THE ARCHITEGTi1RAl, pRAWiP+GS A'�DAS 1PlDICATEO itd THE SpECIFiCATI�'dS 3���, µ t,-0„ 'k �� �r,�_(/2�^ ���.,�T;�� -�+ -- ' °� x--x---x °�_x---�x---� AC t BU iLD ItJG CQDE 31� LATEST ED IT IOtd UhL�SS t�6TCD dT►iERYliSE ALL EXPQS� � J���, p Ib4EN5 i4tJS aN STRUGTURAL DRAWINGS SHALL BE C!-IECKED AGA INST FlELD + � .lO�NT I �t� ' i'�0�, �`�;��sa e p�,p a� :,�':�� EDGES OF COtJCRETE V�K SHALL NAVE 3,/�t INC4�1 CN,'lUf�"ER. USE STANDARD Hfl:3�CS O�J A R C H I T E�T t l R A L D R A N'l N G S. f . , __�____, 4 ' �'4��`t'� �'o _'r-,°,,'•C'o� � c�., i Dd'NELS UN�.ESS OTHERWISE NOTED � l ��---.`�LAf�s-c:N-G�'_A,.'�� (2�-��- � ,� } ' �� - � 5 R E f N F G`R C�i.�E t v T R� ARGH �� _ .� <• /j i�,, F`F ���� � ,�- , l T ', . � r k-:' G"�U L�LO�..�, � ( `�-° 4" �l��3-O T�:-.�"..�R_A D� r 1^�lITH 6X6 Y"f� #xIN� 1 • A. A L L R E I N F p F Z C I N G S H A[.L B E H I G H-S i R E N G T k i Q E F O R l�E O B�.R S C O N F C k 2 M I N G T O A S 7 1� tl � ' '` I � , '� �J2" �"�.��� �H '`��� � �, Gf�Sr f� GASE �3 � DE5 IGNaT IOt� A 615, GRADE 64 EXCEPT 71ES, ST IRR�PS AND PL4TE At�a.,ri0(2S �`ht�CN f�T ��Tt;DtO � r ` � � �� �f G�.A'�E�D... SA���� A i GHINM�YS S.µA�L 8E DEFORNEED 9ARS, ASTw) DEa1GNATlt�i+1 Afi15, GRADE 40. +' v �. � � � T ! STAIRJ�E�LL � / —�'- �, x�'--% x <x r5 A7 i -:� � s YdELDED WfRE FABRiC SHALL C�,'��F!}Fitif TO ASTA� R185 AhD SHALL. BE LRPFED C�+lE R1LL - — �- L 4X4Xi/� f�T 2'-O" �- L 3X3:<1/4 � "° ° _ t-iQRIZGN�i'AL_ ' ' T �rFSH AT SIDE APND Eh�fJ SPL ICES AHD WtRED TOGETHE� TU `�'►RTG�1 �c�15TS f C'.c�'�17iNJCU�i ���_J,� , . cC�j v'�r,�,o;�iO�SG"G�;� EAGH �A.:,� �_ � , '�a , � I,_D,� , � f�" �TOT�1� — �� a. a:^,. ry , ; . � C RE f N�Oc`�CEMENT PROT�CT IOPl� > i ,� n ?c o_G'� 'r.'� .. �.. r� 1� i i SN�AsTHlNG i � ��G�G�K� �G�C�� �/EN��r2 + ��- ) �� � - -• 1 CQfi�L�2ETE POtJRED AGA�NST EARTH 3" \ �,i �� f' h'� GMyJ BLOGK. —'--'�` '� 2 V<" z � *o _._.__._ �c� A� '' 1'-6" V�=�:TIGAL 2 COr�CRETE POUt��p IN f�M!S (EXFOSER TO W'�ATHF�t t1R EARTH) 2" i � ' -- � �� f � �� � � � � . E�GH �=AGL S SLAf�5 A�dD WALLS (!�aT EXPpSED TQ W�7HER� �/�" ' % � � ` . � /� ' e► —� f.-r I'-G^" �'�F21 IGr'�� [) � , , ,� /' /� ANI7 `r-"'J2iZCN7fli_ � f C� L 6X6Xit2----•�� i � , � � ; ' � f#�,'i {�T' !�_6" ,�C � {3. NO SPL ICES OF RE►NFOP,C��EN7 SNAL� BE hAADE EXCEPT AS DETA tLEQ C�t AU�'!-!�2►ZEd � �X8x1/2 WIT+�-----� % GONTil�titloUS \ ,/,! � ' _ ; � , ���� f=�G�= n '!- 1 QY TNE STRUCTURAL EhiGft-.EER. LAP SPLICES. 1���lER� PEkt�17TtD, aliALt 8c A l�41NIk,�,'rN 3!4" x b" AGWESlVE � , LINTEL °alJf'�''C�R'' �� — � ,s- •`� � i �'� �a" 0� 3S BA� p�AMfiETERS UPlL�SS OTHER��JIS� �lOTEQ !lA4tE ALL SARS CONTINUt�JS f�rNGHC)i2 fi.T 8" SFA�ItJS� ' � =-�=a_ �� � 4 `�,____�_____.a:5 AT I'-f�,. �i i � i ° �^ �. G a . rAROt11r'D CORNERS EAGH StI�� O� OP�NiNG � ,,{.,,,,., , 1,,.� f'l 1 � � ' - , ` ` AND ,hT 2'-O"' AT �UL.LY ,�;�-;'`�:` STCN� LiN'i���"'� ��" � � s , a , D PIpCE TYJ� /�5 Wlll� 2'--0 PRQJE:CT ICay AROt�tdD ALL 'J'r'EN iNGS IN Ct;AlCR�TE YII�LLS, C-�F�OUT�D GELLS _ -- �:.;.� r2E A�?'GH. � / � �� � � ` a } - � T •_ -. �:< �` � _ �(3)-�� e d SLA9S. AhD BEAtJiSS AlSO PRQY IQ£ T�"+1� �'5 X 4'-Q D IAGCMlALi Y Al',rEAGH �ORAlER. �' >e•.= r,- � ��.,� \ � �� -�+ � -y}:" � a _ F PROV Iqr ALL ACGESS(�'.IES NECESSARY Tp SUrPC�2T RE INFORC ING AT P�S!i'IOSaS � �' �..LL ` ` \` i� Y - 'a ° a ' ' ��T�'� +` ' � � � `, �------ROC�F .J�IaT� - � , e� ' a° f RE i��AN � SFt01"�J �N T}-!E PLANS ALL RE ltvFC�2CE1�lENT TO BE N�LD SECURELY IN PRQ�'ER �� ��--G4UNTF�AG1 OR TC� ` -''�"`- PL�S fT ION IN ACCORQAPd�E Yt{TH TNE LATEST EDlTlpta G� AC 1 318 `� �Rf,.?ti/IJE P3�_G'G�IP�l� � ��,` f?�:= F'1..A?J �� d ` .�_ • _._.�____W..��,_�5 �� '-� T� !�i2��/���IT E�AP� , `L._.e�f4 G�.�t= �'° X �" X �" �, ��-- � -c..�___� -•--�-=�-- i� � a�. ,� t3 Si?iUCTURAL STEEL• � Df= �rRQiJi �� G1_t�' r�h:G�LE �OTN �!i��`a - � �-` ��� � � i ��� � hOT� - SA;�JGUT P.NU 1��5TALl.. `� � , ' �r- `���` �` �__ .,.___ w A ALL STRCIGTURAL �l'EEL SHALL C4NFOI�UI TO ASTki A36 I,.AT�ST ED I 1'IGNS STEEL LII�TEL ANI� r'�NGi-�tCJ�"6 F�RIC3R �. R� F'La•N J n � !,_ � a.,..r-.� F'L�N SUPPIIER M�Y PROVIOE ASi1vl A572. c�a�E 5o ar w�s a�jtc�+. AN^H�2 8C(_TS SfiALL faE TC) RGMD�liNG F3LCGC Z3ELc.:7W �`-L �.!XF.�.'Ci/2 W9�'i3 STEEL f�F.�'�M �i _ ___-_ �� � d - A307 STEEL A3vD 1�11SCELLANEOt1S El,"BEODEG ITE�AS SNALL 8E A:.S STEEL FD@ Dr�ENINv 3/�4' X �i"' ,�T?Fa�4'ii�/� e2� PLAN 'r � I�RIV�',^^�l�Y --, �---a" �a!_AE?-C�N-GR�D� �Ev�F-{c�i? A2' £3" �?=��IPIG� �` Y�iIY}� W W T=- 6. STRUCTURAt STEEl. �SHALL EE {7ETAlLEQ �4NG FA8RICATE� IN �CC(lftDA�ZCE `�1T4a LA7ES'f �AGH 51D� C�F c�P�iVINC; ',,a,a � � �{� � � ! ��� � ' ��' � �- PRt?V 15!C�+IS OF A 1 S� "?rWFdU.AL �� .�iTEEL CGNSTRUC7 i C?�J." F*NL' 1�7 �'-c�" Ft7 �tJLLY' �� �, � � �� � X� #_� ��'�' � � �� �� i �I `i � � C�f2C�lJT�D G�Li..S _.._ ��� _ 3«" _ 1'-O" ' ° y'- ,�. ` . , . � � 4 � � C. l�41NIAMJ"�1 Ya'�LD'S TO BE AISC AI�D/OR A1�J5 E3UT �30T LE�S THAPJ 3�t6" CO�VTift�101:S F#LL�� 3/�" = 1'-O" ''`. ,� --•x----x----�,.��� �Q _ UNL�SS Q7NER'NISE NOTE� - fo � c - z � d 3 r � 3/aw I�-O'" � ob•. o:�b�.��o:a�. o:�d. Q A[.i. 'fr'EL[lERa� SHALL NAYe EV IDENCE CF PRSSlhG THE A�!EFt tCAPI 1'dELQ�NG SOC iETY - 4 . ���.°oo.��oaQ<4 Q'�a;�!?��',�?�°eo� d- 4 �� I STANDARD (3UALIFtC,'1TlONS TESTS �,S OETAILE� t�; ltl4'S CIt t �,�.+ ���� �" x �," � �"�. � 14 Gr'�G� �2�� ARG�-i ` , r E. STRUCTk1�AL STEEL S'JPPL 1ER TO FURfd iSN l(tvTfLS FGR ALL �i�1SOt�r�Y Oi'�N IF:�S NJT IN GLi� AN�LE ��GH GOhTI�UG;1� C1~�� 51DE � 3ENT !_ATE= r `� GONtiNU0U5 , " '-' � L�3SE �lNTEL SCHEDU�E OR AS SIi�1'wht ON $TRUCTI�RAL CRArYlNGS. Ct`dE Et3D OF TFiE \ � L 3X3Xil�---�� ` r� �---E.�RAVEL BA�E _ � l.INTEL SHALL BE FREE TO k!()VE H{h'21ZONTALLY TQ ��LLGtJ �OR EtCkJGATi�i AM1!� � -lal-i�" 1� G.AG� � �r---------k3LC�GKING^ �5 A.T 1'--b" �\ SHORTEt11NG \ Ni�TP�I,- JU15fi �i+-i=�THING----�. - --��, B0.`[ �e�".TlDN ,� � � � J / _M�=7f,1_ R(�G�' � + `- �5 A7 f'--6' X � / t_3X�X 1/� � F 'THE TEr�A�iNOLOGY "CC�1T lhiUOUS" I�tEA�.iS C,t�:A!�T 1TY FRt�V Ip� "ME NECESS�RY �!(�INT �.. � � / i��GK r--� DE;A ILS Tp ALLflW F0�'� BU fi.D IF�G M,C�VE�4EM'S GOOFtD iPd4TE I.00AT fCidS WITN L 3x3X1/�i �, -t�t�TAL ROO� EXiSTlNG-----�` � �,,� � ;� / C:c�r1?ItJJ0�.�5 A.RCH 17ECiUUC;;AL G{7�ETRUL A�lD EXPANS lOtJ s4 iNTS GC�NTi�1UG�U5 � ����, �'00� � j I r � � Sfi�ATt-11NC� � � L-:?�:i��'Id�c". M�Tt�I_ i �--- NSET�1_ R�:�F �o -d�i�r-+ RT ��-�' _ \ � 5TL'D r^1.Q.L.L WITH ; D�GK `�>C� K�"b''tA;' ��, ; � G PROVtDE ANCNORS Fcx� ���ss ��,��irac ar �rr+so�vr�� ti��i��E aA+G!i0R 80LTS r�RE NQT �� 5t-'EAT'r-iINCs �E� A�GhI r� �� � � -�-. -�x5 !�T i`-�'�" X � SP�'C tF iED S�� Ai�CN i7ECNRA� Ah� 1«'ECNAN tCAt URAWINGS FGR NA ILE� Si3LE5, �"° � � �OR WALL T!-�1GKNc5S � i F�E PLAN 4 � � SPEC fAL DE7A ILS A�':R i�'11SCELLANEQl3S STEEL. � !k �' ANII STCJNE '�I�h(�ER r i �____�°.r �\ a ���SAt_T�r�PvA�TE � � M1 PRQV ID£ TEi.'�f'G�RARY Bf2AG iNG P.t�4 PRECAtJT iG"r�S NECESSARY TO WITf�STAND AL! /' f i LOGA:IO;�iS -__ � ` �," CG�'JSTRI�CT►(�f ANDfOFt tNiND LQ�OS ll`JT`It� ALL �l�Lp CO'dNECTIG�JS ARE CC�'PIETEQ � � -- - � l+NQ Sff�AR 4dALLS C7R R00�` RRE 1N PLACf. � \ � �_�'_" a 1 STEEL F'ABR ICAT�2 SH.4�.�. td�T RECE iVE ADO iT tQNAL CQ�,�ENSAT IQy FQR �NOP � � `�`--R�.��� �l�f�TS j r , , _�_� � W}TI-i 4^�f=B _ ' I s a � DR�WING 3'11�9� FOR ANY R� IS iCiNS TQ ERECT It�N URAWf9��GS Nt}� FOFt At�IY REV iS!{,'P�S - -__ � , I 5T{��CN��:S `�t!'t6Af►/��0 � � ' � � TC� PI�CE t}RAWINGS PRfOR TO ENGiN�ER S APPROVAL OF Ef2ECTt0,J QRAIYINGS ,� t�4 GAC� GONTINOUS •M�TL�L RC?C?� r---- � ��� Q(VA�p ���� ° � BENT P_ATE J01575 1��, PL.f�N j ` �� ` `� �� �i ' � ""'°' • •-' ^ ,1 N'HENnJ�R ►,MSONRY RESTS Crd STEEL �EAFA� ;NITH FLAtrGES NARRQ'�"1ER THAN ACTUAL \ ` •`� ,w ` ``e b''O� '� I � ~►----- ���-�� � R`s.SaC?�tRY 7HiCKNESS, NfEII� 1 4" COi'171PJUdl1S PLATE TO 8EA1�1 �LANGE. 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