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C.^ C V U �,O vyro r b bf �� W ' +-, VESTIBULE C 4 L q O bG Mrocti. 7 >4.aW 105 C DC L V W O �Gl � LO SCALE.• KEY PLANI . 1;/4'..7'—Q`� N T O�= d U C,:. w p ,o +•iNO, WCV-7 SHEET N0. (all. waLL ,n �C L 'w' w, N•� t cu . F 1 st FLOOR CORRIDOR y _ D�-.11 L 7 N d ' N gq N r•u� ."J D' E F G H J K L REVISIONS r 1 � D 25 --- Z a 24 - __ sA�ME A5 2 ' 3� 0 7 ' FLOORS. CORRIDOR W', aasE TO END, , 401 T7l , 4th FLOOR CORRIDOR CIS�r + D � H � N W z J a# 7YP. L.4HT FIXTURE Tt TO MATCH E X 15T+N -r- 4-- CO R R I C d R L f G-HT. DOOR 7R f M — 25 , — CARFeT WD, FAUA% TO S GAT- 5 /CPT-� PAIN7F-� TYPICAL. CORRIDOR I CSIuN� 'p-14 I � ,E 4 ' 201 & 301 24 ' DRAWN BY- fJV CHECKED BY: APPROVED BY DESIGNER. r-1 �42 DATE: r • . 00 • z CO 2nd & 3rd FLOOR CORRIDORS oN c/) -� . d U 4 0.. r ' r 1 O I Z M ai b _ rEL mo Z LL Y ro v e W c w c u c• L 2 N N W CE9 a � rocLr I+ L j V ! 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PROVIDE THE NECESSARY JOINT DETAILS TO ALLOW FOR BUILDING MOVEMENTS . A . ROOF . . . . . . . . . . . . . . , . . . 80 PSF COORDINATE 6. ITH ARCHITECTURAL CONTROL AND EXPANSION JOINTS . . . . . . 4 P F H . PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO WITHSTAt• D A B C d B . TYPICAL FLOORS - RENTAL UNITS . . 0 S � ALL CONSTRUCTION AND/OR WIND LOADS UNTIL ALL FIELD CONNECTIONS C . TYPICAL FLOORS - CORRIDORS . . . . . . . . . . . . . . . 100 PSF ARE COMPLETED AND SHEAR WALLS OR DECKS ARE IN PLACE . 4'-0 14'- 0 14' 4'- D . PUBLIC AREAS . . . . . . . . . . . . . . . 100 PSF 1 . STEEL JOISTS SHALL BE DESIGNED , FABRICATED AND ERECTED IN ACCORDANCE WITH STEEL JOIST INSTITUTE ( SJI ) SPECIFICATIONS .r E . WIND AND SHALL BE THE TYPE AND SIZE SHOWN ON THE DRAWINGS . SHOP FTb r'` ''F_F'P w/4 70P OF- #4 x CST C I5o'7. 1 BASIC WIND PRESSURE . 45 • PSF DRAb.ING SUBMI7TAL5 SHALL BE ACCOMPANIED BY VERIFICATION' THAT (TYP.}# 4 � lio PI �`L�.��' �P, 12'-4 . . . . . . . . . . . F AND SHALL NAME THE REGISTERED 'P. .r-. "Lg 2 . EXPOSURE , B MANUFACTUREP, IS SJI CERTIFIED Af . � REGT �N � PROFESSIONAL STRUCTURAL ENGINEER IN CHARGE OF DESIGN . 4 F . EARTHQUAKE . . . . . . . . . . . . . . . . . . . . . . ZONE 1 - o- ,..t.0 J , WHENEVER MASONRY RESTS ON STEEL BEAMS WITH FLANGES tdARR04.ER d NaTE ' i r 'E=�I✓ GiL. A �y ' _— ` I �, F� • I Lk' �� �.�I F� Richard Weir,�ardt Consultants - F THAN ACTUAL MASONRY ^THICKNESS , WELD 1 /4 I CONTINUOUS PL MASONRY �� CID, �) '- �IQ� �� + ; I - °� 0 N �'`" `'- '`�� WI'rJ� F,P,���„� E"�,.•,,,5 1„ NON-STRUCTURAL �LEMENTS : } I{`1" .��- I 9 ) I BEAM FLANGE . WIDTH ur PLATE TO Et 1 /2 NARROWER THAN -_ _ . !'F � ��tXN. r+� -- �r,t,++twrirwuryr� 29J ] - 1 I I (-, �� f -,1> ! F-_ �Mr�V!LU C IIV -T1-4E ��.�`�`r 'i A . ELEMENTS SUCH AS NON -BEARING PARTITIONS , ETC . ATTACHED TO AND/OR THICh,NE55 . I1 J t �. ,�, d -- AGE W11.� R � � TC� TRF�.An_; �;•`•," '• ',1rr''�,, SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS _O `� r ' -�" - - � c ''` � ' G° \&j 11,4 I✓P,lav� ! h1=.-1 C�FS .- �� r-I ��r I;�rv1 � � . ♦�Q mfr; �n�cp r ca w c� x r Lo r,T L,. �}-5 AND OTHER STRUCTURAL MOVEMENT5 , 7 . METAL DECK : � � � � DEL: . � _ U••�� B . FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND A . PECK SHALL BE SHOP-PAINTED STEEL , SHALL [ E OF THE TYPE CALLED 2=S P) �:� -.�- 0 I - � n . I- pOWEL PRpVIL -0 1!� • . SHALL MEET MINIMUM CODE REQUIREMENTS FOR THE TYPE-OF CONSTRUCTION FOR ON THE FRAMING PLANS AND SHALL BE CONTINUOUS WHERE POSSIBLE F_- ! o �+ r TEKRA E wIN� FOR GEM • SPECIFIED BY THE ARCHITECTURAL PLANS . -- rn N _ A L L. N R I - T Ei . DECKING SHALL BE INSTALLED AND ALL OPENINGS IN DECY, CUT AND - , �� r- _ t a, C . RE : ARCHITECT FOR VOID SPACE BELOW NON-STRUCTURAL PARTITIONS ON REINFORCED IN ACCORDANCE WITH MANUFACTURER ' S STANDARD DETAILS f�I'R>� ��) e �4) �' - ` - 4— SLABS-ON-GRADE . ( RE : SOILS REPORT . ) AND SPECIFICATIONS EXCEPT AS OTHERWISE NOTED OR SPECIFIED . ( �8 I T- 25 3iZ'%MTL - FOUNDATIONS : C . WELDING REQUIREMENTS SHALL BE AS FOLLOWS UNLESS OTHERWISE SHOWN; ' .!b-� ..�► . 1-!0/i (TYf. L- J L- L- _j �N i �f_ � I '�J 9 x 2.4 rJ�x-, I � � DC.�K i� WdC H ON DRAWINGS . � 4 Wx31 T 54 ! TI A . MAXIMUM SOIL DESIGN PRESSURE 5000 PSF , �' ! Z �� - v� � - I �, � Ev 1 . AT- 41--H ROOF DECK TO SUPPORT BEAMS , STEEL JOISTS OR PLATES - �,4 I �T P i•1 °'T' I 1 _ - '� W OR SCREWS AT 1 2 " . I -- ��: �/�4.' Fop• B . CONTRACTOR TO FOLLOW ALL RECOMMENDATIONS IN SOILS REPORT NO . WITH 5 /8 PUDDLE WELDS 11 `f ,Z" "A,-_L• REIN, �� DATED - �i �C� I C, L. . �,E�.�.1 fQ� AT 2 . LONGITUDINAL JOINS BETWEEN ADJACENT ROOF DECK UNITS SHALL BE C . ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED . EXACT BEARING FASTENED TOGETHER WITH 1 /2 " DIAMETER OR SCREWS AT 36 "' ' -, - - _ ! a" 4.Q�+GRE.T� S�.,Ag ^ti -E: N THE FIELD WITH ACTUAL CONDITIONS + - - - I 4c 6,RAVis� �, t"I v ELEVATIONS SHALL BE VERIFIED I 1 NGINEER . 3 , ATTACH R00� DECK TO 6EAhia OR PLATES PARALLEL TO DECK _ L �^ �� ` �AC.`r G vV1 4 x W 4 W, Vv. I�� • 10f55 ©R DETl� L- S BY CONTRACTOR WITH APPROVAL OF SOILS E ! D . THE FOOTING ELEVATIONS SHOWN ON PLAN ARE MAXIMUM ELEVATIONS WITH 5 /8 " DIAMETER PUDDLE WELDS OR SCREW AT I2 " . -1 -•-•t w t5 4th � BH-5 G 2'-0 �UPPL-� I wBx1 I °� t� � .Err ESTABLISHED BY DESIGN REQUIREMENTS SUCH AS FROST DEPTH REQUIRED , 4 , ATTACH FLOOR DECK ( PERMANENT CONCRETE FORM) TO EACH � zh to = CLEARANCES ETC . , CONTRACTOR SHALL VERIFY DURING CONSTRUCTION '� I I _ � ' � r`-t��� -t-, �IAIP� N N PROPER INTERMEDIATE SUPPORT AT SIDE LAPS WITH PUDDLE WELD , ,E A��= F+ ` I-a T�I� �F y`°� j �` WITH SOILS ENGINEER THAT FOUNDATIONS ARE BEARING O O U � � 0r EACH END LAP IS WELDED TO EACH SIDE LAP PLUS ONE ``� `� 51N1'. III ` Go r J MATERIAL AS DEFINED IN SOILS REPORT . THIS MAY NECESSITATE Q� Q � SIN LOWERING OF FOOTINGS , PLACING OF STRUCTURAL FILL ETC . , AS INTERMEDIATE WELD ( THREE idELDS PER 51-� ET ) . O 10 -y " '^`��-'- `- �' � I ^ � � I -�' v�.�u_ � i � 1- Y SOILS ENGINEER . r, l � * W Ix�G7 � " .:. �. T.r� � Irl -C� EXIST fVCa C�3 REQUIRED B S I 5 LIGHT-GAGE METAL FRA,IING : LMC)VE 1=X1 T 1 M E . LIGHT G GE E � _ - _ E . DO NOT PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL BASEMENT I ` I ` w!2 x19 �� 4 - FLOOR AND FIRST FLOOR ARE IN PLACE . A . LIGHT-GAGE METAL FRAMING SHALL BE THE SIZE AND GAGE SHOWN �� - a _ ^� - - - _ - - - - -- /// !fVC�r.:.4-TES �xr� (- ' ON THE DRAWINGS . r - - -- $° �X+ST1�lCa GpL `RJ �E _ I �T€i>✓- -S c►�-- --- �— �U b t=t,A wA�� t<E r'10rr E L-> AL COLUMNS OR GRID - '�' "w" >��MoVE N UNDER W S ALL FOOTINGS ( CAISSONS ) U r '� �* �_ x -BRAG �G .^. ��. F . CENTER ( ) �J - _, .a r��Q TU ICI E 1,.. t .� A �• ,.., v AS LINES UNLESS OTHERWISE NOTED ON PLANS . B . FRAMING ROLLED FROM STEEL 18 GAGE AND LIGHTER CONFORM TO I ED •Kr�.�calE WITH I f,. : --a'► 1 :G —f- AST,. A570 , LATEST EDITION , COMMERCIAL GRADE , WITH A MINIMUM ,� , �) [ r ,,�• 1 F � - a• �4.✓� plc `--� t _ 4 - �i tig _ 41 = G . CONTRACTOR TO PROVIDE , AT HIS EXPENSE , FIELD DENSITY TESTS ON YIELD STRESS OF 33 , 000 PSI . �� - - - - -- � - - '�-_ �° �- - _ - COMPACTED FILL UNDER FOOTINGS AND INTERIOR SLABS-ON-GRADE , A - ---- x C . FRAMING ROLLED FROM. STEEL 16 GAGE AND HEAVIER SHALL CONFORM f �a24 - - _ MINIMUM OF 3 REPRESENTATIV€ TESTS SHALL BE TAKEN FOR EACH `'� �� II � �' FOOTING AND SLAB-ON-GRADE . TO ASTM A570 , LATEST EDITION , WITH A MINIMUM YIELD STRESS .rl ' OF 50 , 000 PSI . N S COMPLETED SO THAT KkM E N EXCAVATION I (23 °J! NOTIFY OILS ENGINEER ItiHE E � 4 ,� H . QTI S CONDITIONS MAY BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL G . NON-SHRINK GROUT : - - - I _ E�CIS !NCB E� r_�Tlr.a,a ,GLL1t`r11�.1 OR CONCRETE . t 1•-P L, �J >nlb x12.4.©. ►� � w nx415 w'8x 46 STF, 4 a � �r J _ _ter✓ A , NON-SHRINK GROUT SHALL BE PROVIDED BETWEEN COLUMN BASES AND r-- �ti FOOTINGS . - -'' ,' "` `T 14.,'!54. FC7 4 . CONCRETE s 54 =ANT, F TrrvG - 1 0 . GENERAL _ •r° s r� :t" f �{I /!A ,rvB.2-: �� II �' . cEP�F? 0.RrJ t ,t�� R `<l Vim`{{��� L._ ��-^ " �- '�. •4 A.21�.� A . ALL CAST- IN-PLACE CONCRETE SHALL BE MADE WITH TYPE `1 I PORTLAND CEMENT , STONE AGGREGATE AND SHALL DEVELOP 3000 NCE MUST BE SiCURED FOR ALL STRUCTUP.A.L , - =_� N f -1 = -' , II `- -- - '6, �"H T' w� r 4 S ACCEPTANCE -� �K ;7-t7,. I� �'-=' - ©. �._ PSI COMPRESSIVE STRENGTH IN 28 DAYS . A . ENGINEER - SUBSTITUTIONS . r =/'-` •,� i j 1 �, - �;E �cc o� '- = 111 ` Ia Io B . THE MODULUS OF ELASTICITY OF ALL CONCRETE SHALL EXCEED Wo "'33 � B VERIFY ALL OPENINGS THROUGH FLOORS , ROOF AND WALLS W117H' ::7E_- '''"�'`L _ !� aSTE� - - ( or 57 , 000 `-� FOR NORMAL WEIGHT CONCRETE ) VERIFICATION OF 1 - o MECHANICAL AND ELECTRICAL CONTRACTORS , VERIF -� s- - y LOCATIONS SIZES LINTELS AND REQUIRED CONNECTIONS ARE - ' / ! ��� --- - - - c� C . FLOOR SLABS-ON-GRADE SHALL BE POURED IN CHECKER PATTERN r ' %_ `� } I I -��� l �' OF Y�' �" PATTERN , S COMPLETE RESPONSIBILITY . AVOIDING RE-ENTRANT CORNERS , WITH CONSTRUCTION JOINTS LOCATED UNDER PARTITIONS WHERE PRACTICAL AND WITH NO DIMENSION / �� � ' I , <C_ EXCEEDING 20 FEET OR TOTAL AREA OF 400 SQUARE FEET . C . PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPNrEN�T R ITEMS TO BE ATTACHED TO THE STRUCTURE , ENdGIN£ER " S r j' 2='riz� �J �V - a �J e ^� - I�>; AT LEAST 48 HOURS SHALL ELAPSE BEFORE POURING ADJACENT SECTION'S . 0 R OTHE T APPROVAL OF CONA'�,ECTIONS AND SUPPORTS SHALL 13E OBTAINEC . � '� I f �"� �� r � � CARRY ALL SLAB REINFORCEMENT CONTINUOUS THROUGH CONSTRUCTION _ - __ _ -- - J NTS . UNLESS SPECIFICALLY DETAILED ON ARCHITECTURAL AND STR .TURAL �� I - `�- _ I I N J - i ,� OI \ _ DRAWINGS , RESPECTIVE SUBCONTRACTOR SHALL FURP� ISH ALL - • dGERS , �,.,,., � S `MS . Rye� L �, ! L-- L.- � � _\ �. � �X15Ti r-4 C; TC . REQUIRED FOR INSTALLATION ON HI . _ wax a r OR - CONNECTIONS , E Q _ - �- 2 ` D . PROVIDE ALL EMBEDDED ITEMS I N STRUCTURE AS NOTED ONE . z �- x ;,, p �Ly i i +� t � 2 �-4�2. 2= ,C% , -ic,�'�z 2-a �2 2-�•1z �'-,J%� 2•• " �� ,, � �. C . CONTRACTOR MAY POUR SLABS-ON-GRADE CONTINUOUS AND SAWCUT JO, NT,S , JOINTS SHALL BE SPACED 20 FEET AND SAWCUT 1 " DEEP x 1 /8'" ARCHITECTURAL , MECHANICAL , ELECTRICAL , AND STRUCTURAL DRAWINGS . � r. . '. TY� WIDE WITHIN 12 HOURS AFTER POURING . CARRY ALL SLAB REINFORCEMENT MISCELLANEOUS EMBEDDED ITEMS AND ANCHOR BOLTS SHALL BE Y STEEL SUPPLIER AND INSTALLED BY CONCRETE THROUGH JOINT . FURNISHED B S CONTRACTOR , STEEL SHALL FULFILL ASTM A36 . D . SLABS , TOPPING, FOOTINGS , BEAMS AND WALLS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE . ANY STOP IN CONCRETE WORK MUST BE MADE E . PROVIDE ASPHALTIC MASTIC-COATING ON ALL STEEL EXPOSED TO AT THIRD POINT OF SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL THE EARTH , SHEAR KEYS UNLESS OTHERWISE SHOWN . ALL CONSTRUCTION JOINTS SHALL F . SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW BE AS DETAILED OR AS APPROVED BY THE ENGINEER . OF ALL REINFORCING , STRUCTURAL STEEL , TRUSS JOISTS AND METAL E . ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN .)E C K . THE MANUFACTURE OR FABRICATION OF ANY ITEMS PRIOR FIRST FLOOR PLAN i ' - O TO WRITTEN REVIEW OF SHOP DRAWINGS WILL BE ENTIRELY AT � � ACCORDANCE WITH ACI BUILDING CODE 318-83 . UNLESS NOTED OTHERWISE THE RISK OF THE CONTRACTOR . NOTE; : I . FLOOR SLAB SHALL BE 4" NORMAL WEIGHT CONCRETE ON 4" GRAVEL ALL EXPOSED EDGES OF CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER" . USE STANDARD HOOKS ON DOWELS UNLESS OTHERWISE NOTED . FILL. REINF. w/6x6-W1 .4xW1 .4 W.W. F. G . WATERPROOFING , VAPOR BARRIERS , WATERSTOP , ETC . , SHALL BE 5 . REINFORCEMENT : AS INDICATED IN THE SPECIFICATIONS . 2• ( ) INDICATES TOP OF FOOTING ELEVATION. 3. 0 INDICATES FOOTING TYPE. A . ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORt1IN ; H . ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED 4. ® INDICATES EXISTING STRUCTURE. O ASTM A615 , GRADE 60 EXCEPT TIES , STIRRUPS AND PLATE ANCHORS AGAINST ARCHITECTURAL DRAWINGS . 5 . NEW LATI=kAL X-BRACING TO BE INSTALLED ON GRID LINE D �HICH SHALL BE DEFORMED BARS , ASTH DESIGNATION A615 , GRADE 40 . BEFORE EXI ;TINE -E�kACINlG IS REMOVCD , HA CONFORM TO ASTM A185 AND SHALL BE COLUMN BASE PLATE SCHEDULE B . WELDED WIRE FABRIC SHALL C LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER . COLUMN SIZE BASE PLATE ANCHOR BOLTS REMARKS C . REINFORCEMENT PROTECTION : w f3 x 4 g '1/�' >'< 1'- :� • +'-ca 4 - 5/4." m ,� 1'- �. -+c�� .e. i��,7 � 1 . CONCRETE POURED AGAINST EARTH . . . . . . 3" r`FT"N I ? . CONCRETE POURED IN FORMS ( EXPOSED TO WEATHER OR EARTH ) 2 _ 1,Ye 1 Y2 CphtT• FS E;-7' ," 1 x �'_� 4 - 3/4" � x �= a H�7►<, A F�p�.T� 3 . COLUMNS AND BEAMS ( TIE BARS ) . . . . . . . . . . . . I -1 /2' " � we F- -- :- - 4 . SLABS AND WALLS ( NOT EXPOSED TO WEATHER) 3/4 '" yy. w Jr. W � x �4 _ - �g k1cU"n I`-c7 4 - �a'�� x 1 '- 4 1--1c70►�c A. . �,Ol_TS 4 /a� x 1' 4 r- C%D K A . �0 L7t) D . NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED T - - WGs x rio 1/z x �•. x IC? - OR AUTHORIZED BY THE STRUCTURAL ENGINEER . LAP SPLICES , WHERE - At,d►evr' PERMITTED , SHALL BE A MINIMUM OF 36 BAR DIAMETERS UNLESS - ,• � ���, anta �. ►�,,�, exR,� u„ ,,,.«, »•r�,,, , w,.,r� �2�►.VEI... 1=!�.� w� x 2� �/d xIa x I -v � - J4"� x '1= � I-1>✓�� A �LTs OTHERWISE NOTED . MAKE ALL BARS CONTINUOUS AROUND CORNERS . % e\ E . PLACE TWO �5 ( PER 8" THICKNESS ) WITH 2 ' -0 PROJECTION AP,GUfdD ALL --� !��aE Cw :�``.��1."E. OPENINGS IN CONCRETE WALLS , SLABS , AND BEAMS . ALSO PROVIDE TWO D � W'ESTIN #5 x 4 ' -0 DIAGONALLY AT EACH CORNER . Ah'. SHALL Br PLAZA BUILDING F . CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BEAKS _ _ SPLICED AS FOLLOWS : TOP BARS AT MIDSPAN : BOTTOM BARS OVER / �/ " � �� �- = -' • ;` G= +mac• . -� t'o� d PHAS� 1 SUPPORTS . G . PO©ITDIONSLSHOWNEONOTH THE PLANS . ALLTREIidFORCEP�EtdT TO BE G AT F© OTINC SCHEDULE NECESSARY , O SUPPORT REIN70RCIN TYPICAL CONSTRUCTION JOINT HELD � - - - SECURELY IN PROPER POSITION IN ACCORDANCE WITH ACI 318-77 . - MARK SIZE DEPTH REINFORCEMENT REMARKS VAIL, GOL©RAD 6 . STRUCTURAL STEEL : - �Q �-�,x:c'••ra 1%- ,5 '7 �.� W�►Y'I;��`� A . ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM SPECIFICATIONS A36 / ' a - x G�- r ' EXCEPT PIPE COLUMNS WHICH SHALL CONFORM TO ASTM A53 AND TUBE +-o� s ' o- -s!-� ) -max �-� 1 �- _ ?- �� � �'. � � GENERAL NOTE'S COLUMNS TO ASTM A500 , GRADE B , LATEST EDITIONS . ANCHOR SOLI SHALL BE A307 STEEL AND MISCELLANEOUS EMBEDDED ITEMS SHALL BE - - FIRST FLOOR KLAN A36 STEEL . Q �.,A�I B . STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORD- Vb" x I" �,Aw GUT Z `- O 5 -*t EA, WA'-r' - ANCE WITH LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTI rN " (T�P�GA;� ) '. x6-0 1 - 3 �- Ems•. wAYi i SCHE��I�E'S AI`s© DETAIL'S C . UNLESS OTHERWISC NOTED , USE STANDARD FRAME BEAM SHEAR CONNECTIONS W' w. - -- - -- - - -- - - - _- -- WITH STEEL BOLTS OR WELDED EQUIVALENT . SELECT CONNECTIONS AT EACH xtt�=C ?'- * 11" TAP SPLICE TO SUPPORT 60'x` THE TOTAL UNIFORM LOAD CAPACITY FOR EACH - AS NOTED GIVEN BEAM AND SPAN . SUPPLIER SHALL DESIGN CONNECTIONS AND SUPPLY GRA%VE,_ SHOP DRAWINGS AND CALCULATIONS BEARING THE STAMP OF A REGISTERED PROFESSIONAL ENGINEER . CgVt�.ERt CAS! !ow THE FOOTING ELEVATIONS SHOWN ON PLAN ARE MAXIMUM ELEVATIONS � • ' D . MINIMUM WELDS TO BE BY AISC AND/OR AWS . BUT NOT LESS THAN 3/ 16 " CC�tiG4�a-E 5-Arab, 13F�,^'15 =ECO+ 1 TpvPr.165 ADD WA6..LS. Th�5 ESTABLISHED BY DESIGN REQUIREMENTS SUCH AS FROST DEPTH REQUIRED , 6310.00 3-3-'87 - CONTINUOUS FILLET UNLESS OTHERWISE NOTED . CE-AIL A..5:. ARR"iE5 AT aL.L. Rc --F_Is1TRAr-QT C0;RNjEQC-, ,o7 CLEARANCES ETC . , CONTRACTOR SHALL VERIFY DUPiNC CONSTRUCTION E . ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING co'~'5TFR�C-rk�- a -1Q!'`�"5 • Willi SOILS ENGINEER THAT FOUNDATIONS ARE BEARING ON PROPER : . MATERIAL AS DEFINED IN SOILS REPORT . THIS MAY NECESSITATE SOCIETY STANDARD QUALIFICATIONS TESTS AS DETAILED IN ANW 01 . 1 . TYPICAL L SA ED CONTROL JOINT LOWERING OF FOOTINGS , PLACING OF STRUCTURAL FILL ETC . , AS L.D., J.N. B S.M. JOHN MALCOLM F . STRUCTURAL SUPPLIER TO FURNISH LINTELS FOR ALL MASONRY OPENINGS 1 l� f-1 �"► REQUIRED BY SOILS ENGINEER . NOT IN LOOSE LINTEL SCHEDULE OR AS SHOWN ON STRUCTURAL DRAWINGS . - ONE END OF THE LINTEL SHALL BE FREE TO MOVE HORIZONTALLY TO ALLOW TYPICAL CONCRETE SLAB DETAIL FOR ELONGATION! AND SHORTENING . I N I.W 'It n 7 ': ..,:, ij 7 4 M" nI IN. I,IN- 's I 1z 7 0. 44% 1 - R n, 71ll R n �',.J I A. j Y.-r EAJ Dec) Z�A42, j II N In '14 NnI 7�� M1 1 nk 41' �Z, IIL 6�u 0 opol 40:1 E �h 07 Z PA /4 1 0 SECTION I el wi Vy 11'II 0 a >cA 7, PLAN H r=-ip L i LAI v I CD I=.o IN TH m 5 5 yp 16A -2 14 ZZ soj 1.4 z 20Z w, r x 6N L L w is C.1� 6'.5 &6 NIL F-XL_0 v y (27)— x 7 JU 4zi NC 1.4 k.1 4 4;111 L.0 U. All Lj CL 'I .44; 4 1 IL 44 1 U� U,o, N, Typ 7 Y. eAltY. bTL. 19 IW4 ai�wtt MW w- I -THE NQTES. -THIS. FRAMAG OPTION 'ASSUMES TKAT:" Fr EXISTING .STAIR AT TH:IS_LOtATIOK,. I'S', CAI REMOVED. PRIOR TO CONSTRUCTION A TEMPORARY EXIT STAIR WILL BE ADDED .0 D23 -I P_ PI t4 N THE EST SIDE OF THE EXISTING F�E: 7ie A 0. AIL WW 3� < 41, % z:1 ,dr!�,u 5 `2 r W w 12 1z W I. Vy 'K �Z w .E -D, CK 0.P, RT I E IE ITE� 'S ..A"r EA-,CC.<4aiL T C=ki oi� 2 1 2 oz �DEU 4 MI �'P,oO 4.: 1 '7 �3 4.' 1' A :U `AN A:7 0, N THIRD FLOOR PLAN 16 E 'T".T" 'WEIC : 3" NORMAL -Ji T COKCRETE% SLABt:(TOTAL NOTES: 1 . RE: S=ND FLOOR PLA14 FOR SLAB INFORMATION. TH.ICKNESS). 014i 9/16!*- ..:26 06A. �METAL DZCY,,,. REINF w/ 6X6 W1 4x 2. FINISH FLOOR ELEVATION 136 '-3.-1 .4 2. FINISHEID' FLOOR ELEVATION 1n,3. TOP OF STEEL L b 1;To. it T1 ON` SECTION 3/4 1 -, 0 /4 x_ 'F-iet_0 veP�iFtl 'T __T1 New f.5 a)t L E V E--- L_ 2 COL. vz PP L"I _4&,t4%4 F"`,E' PI 10, L A-,f-I A-,LFVE COL . 2/5-) IN rz;� Wb 12 -Lil� ' V F- Fd%l F LZ>�r B -1 F__ ! I ._0 I exi 5T ;7,e- K 7C> F-a e__ k5o LI e c; C.0 It"i NJ A� IF tj Coo VA 16 A Z�6 jr v Cool-.OEM" A Y-4 4M )16 V4. f=i eLo v e-P,I F=-e Ex stnr. 6 r-1 A201"I WeLO CAP N 'OAF eLI WF-LD 'eX tF N C4 C.Or4it'r% FrO 96 \N EL Vitt) 9 yz- R EUP 1Z ALL L A— V 7C;:) eXitl* .44 (a L0 v L-9,I F-e 44 itK C2 L.4 -A-r 46 t NEW coc>tQ o-I 4 4L 4' SECTI —B 1 1/2 1 —0 SECTI., a—B, SECTION A —A —u I ' ' - SECT ION B' _T I N%I AAI -off 7. A SECTIO N A =mom -ECT A'I A- S ON 8 1 1,/2— t ]ON" 3,/4 1 0-U Z A ECTIO ...... Klz:.11/64 FOK fbUIL.T F;P 4=10 GTION N LUI! �A2 4 TW w n7 Ir I' ya,c4x4 acv or - o fv-� ,aej / ' R I . Y Z A B C D '/4 a 4 �v. / Y '� z (( A B D ( E 2 O `7 ` '. 1.4'- '� 4` '� — — !�' - - � 4`- O I ' 4 - - — -- -- - - -- ------ --�-- -- - - - r �f� i -ter - �- -- -- �,---- - i 1 � = - - x /4- -,r W nga Consultants o 4s�4 V, .�! e of , Wrl ly - � / 1- FV h $ I a j i) -r�i1 ( = cI] 2in I�r 5S - . (I44 i✓ Kr L-E 4 2�7 -- - - - - - `t ,.. y . + \ 4 x 2 L Q x L V"� .G x � JV �. rc Lp 70 A I i i� 4 4 15 4 (5 V4 OL \ — - N Q 7' it ! P \ 1 4 a J ; 25: I k w4x2 f x (25. }-�1' ? �` '1 - 1— - �°w t� x TIOP x - TQ L T 2 5 2I= - - 25 , _ ►_ - 0 4 � VVIOKMI WIC x ! M = W' 2p x H � — 9 � �'+► '� � t � vv r 4 _ - •1 j J \ ._., r 3 F �+ J JV 12 . 4 S r^;' -' I W r I, I.cr• '• I '7T8 Yl f \9 5 ? G��k I-IA#J L f 9 _ �► N j - FZ41 1E t3 2 3 I I 23 �--I z-� - _ -- j 4 dJ \rr ' 0 'AAA }} x q ICI fi ?� x T U STL !- 3 Is j _ - �i %jj 22 9 22 UIT .L7- 4I d- - 4', Typ 7 ix 11 _ '_ R� ROOF FRAMING PLAN 1 /$11= 11-0 ROOF DECK PROPERTIES FOURTH FLOOR FRAMING PLAN ��8 � 0 NOTES : i . ROOF DLCK, SHALL BE 1 1 /2 " - 2O GA . WIDE RIB METAL DECK . 1 1 /2" 20 GA . I MITI . = . 210 IN , 3 NOTES: 1 , FLOOR SLAB SHALL QE 3"' NORMr'�,. , �f1i CON4:RETE SLAB (TOTAL TIiiCF:P1LSS) ,�- - .. ,. . _ .�,-�� ,�� c:�- 2 . EXISTING ROOF FRAMING OVER STAIR BETWEEN D AND C GRIDS S MIN . = . 245 IN . ON 9/16" - 26 GA. METAL DIECK. kLINF . �� 6x6 W1 .4 x W1 .4 W.W.F • � �� = � �� � � �• _�� [S TO L' L REMOVED . 2. FINISHED FLOOR ELEVATION = 146'-9 '? 3. TOP OF STEEL ELEVATION = 146' 3 1/2 U.O.N. BY ( } . 3 . -�------�-IP�1) ICATF ` I� IRECTIt�N OF SPAN OF STEEL DECK . 4 . FOR LEAM SIILS '.'° ,wry UAS1iED ON LINE 28 SEE THIRD FLOOR FRAMING PLAN . 5 . FOR UEAM SIILS SHOWN DASHED CIN L I 'NE 21 AND 1. INE 27 SCE FOURTH FLOOR FRAMING PLAN . SECTION 3/411=11- 0 D'(� �.}M A,�-tic G1�i . • Y'f e�`-V4 ,� It*aRMfeir Mb 7'IC adn:r n,dV 'u)N Of JUGI• ASMt7' .,sIC Cv r7:tir.�-.•,e c, A�,•�}y: rtyy ,yr�ffNr • \, — - y• — - �.i- � .J 1. � V4 — . _ o , V. I'1rSP.*!t.111►1P 1r r-Ir.lrr• Or FIELD VEK FY EA. LEG r i PLAZA BUILDING ' SECT A A �► T _ - PHASE I FE r % . VAIL, COLORADO �TT'E= '-0LF-t HAND /'` • f 'O �' _ .' �'_ '*+ . G� Z2•`� - • � +� �-�,rTtftl A�1�J T•�'iC"`,. AEI..[] 4TH FLOOR FRAMING I� RaC3F FRAMING PLAN PNE:Q 0. RE 14/54 AND SECTION SAN pop, FoRG I-C. AS NOTED I .. SECTION 3/4"= 11- 0 SEC TION 3/411= 1"-0 SECTION 3/�11= 11_0 SECTION 3/411= 1'-0 i , , _ - 63 1 C).QO 3 3 f37 ' LILL. f ,+T- J.N. & S.M. .JOHN MALCOLM .. - ... . � . .. .. .,%%- -.,.,. � �",: � . . ." . . I . - ,:% - , . ..: - a- .V,,, ,��" ,, � �,�.I'!.I .... �, ,I.�) ,", , j : . . , . . .: .1 ; . , .. .,-- ..% ? . . � �. .:. - , � .;:. . �. . � . I .. , , . : .� ,�:� I . , I ., .. . . I I . I .. . 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C-,' k=p.C'++, * I s N LL Lcc. �' �� I�r9; waww CLNN, wtiEN c�TT•►tiV NE w C;;C+.rEP4%A-L- NwtiD7�= .r ' . 1 . , SECT. B-B �� .. . FLA NLa C , . f F y ' , .4 . L+ ' A . DETAIL N.T.S . 1 SECTION 3/4" = t'- 0 l l SECTION 3/4" = I'- o SECTION 3/4"= 1 '- o SECTION 3/4" = ( `- o `1 � ...., .. I;-:'9, . .1 - .. w . " _ � . 'S +,+' .. .. .', r , . ". � y ,�a a.wr+ur�na,l�l.n w►+yvr+rrin t1df $4xA�vw w.'p+yo w Am %0.0.�+ru:.,�c.�l ' I►IN!uc+uwu W�0Lhr: w+ ht,wr n F i4Y1S"Nt Ift 01414 rC1 r. , . ., ° • 4, t k , 4 r „ �� r. 1? S/k ea E3Ei�T ft (TYk) , N I, '.I, . . a; .. l _ .. � 1 e L.--.I_ �e;;A. i%11 N ,, ' r J.. . �a : . : .� - I N,':.1 .. I �,.,L 4,t: 1 Fp .41 t 3M ~ �"" '�� BIr.1rT T�'�) L%Z w 1 G�`C r L1{7'S jj e� ' II Pc,t✓ , _sa.r.. KE Pl,- N / �_`-D Qa,G: �►r�;�1C KEG + . Y t {� f ,i T I .� �'' +� r7 k t Ci r C. J N T. �1 � L "-�,�', 'i.6 L rim 51 LAN _ II -__ . . .. .. . - - _ _ �y, �ti w �' r1 'y. E P ; , f; �' oj/1co" 6ENT Iit . (TAP) i-�,- ,�� !•',a - r�L AN l� _---�-- „ �T .1. . �Iw.r`+}'" .'' . ' . - _.._ Y �f' STL. I',M I jE'' i�L�+{V G a ti�.. `�L_A ter �- '1 1..ELEVATION A-A .� �A� �--r w w w P T . ,; # }' rF,. 41 `' , �\ -'I"��,k? c�N EAR CON N. _� i '�- - -_• � Tb"' ..AN K r r- } 11n° .k , �.:. . � - ( , " : . � . : / I lt�. �..6'l :� .., "1�:.� I . il,%� oi&_ �. ,•I fir, , VGA 1-4,1 . ' �'•'f I I I n' / #., ., h r,' , r . '�':�" ,:. .. I , _ - , ,„"N"'. '•" .y..'''�-b' . •,o' -• -----r--;. , .•..--r`- --,-` G C�NG T J 7�'4�I.�,.1�..' , A I '� 'x r'-tow 4 - `- L. +� . ''!N. .,•s . • \ ,o\ a�. . :, . � I i . Rt: PLAN ,� ,� _1!::07k-�- _I�I -�� -- , . 1% . r/ ''l I i i 15. �~� �N. a' , y r R,, .. .1.. ,1 I r . f 1.., µ'.l y.,. y �. , I I I # .. • , a a , '---'! '�`rr �.r /M►Ygb► ,' L. rr:''',' v. '.` ', 1 �. .!.I :,. , I- - , I"- 1-AfV 1 V-V/', K*r 'F_)N�. P1E aM+11,.�i�1} y!��,� ti 4 m . " 7 y '� + i ., `) y F F --_-�- Y•."'sTI FIB Imo. .S, - IZ E. .f�k..A1�1 '1 'fi`� - L.. ��L.U ICI Iv ~_ ,. 11 y'. "r� r , ".. G I'"''i '. I +e'I x '� L. I rCA.I� '; � ~ ' ,: I _ ; ,� �,' ' 1 r jV�TE,. I�j*.w-�L�;,��i �-Et.iC .;, f j 1+'` ,:, • ,,.;,, ,rrv. h M��I`LF i f a' " ° '' ytl SG,... '', . , , ., e � ' ., 1 y '` i ' 4. rr , tit i.Ia`,� I�r rn! •� ,.71I '4 'Y' d•'. f, r,.'' - M r e .. :" I �. .., ,. - - .. - - ti 'T' l. .� � . i .. , l 3/4 0 /4 1 4 . W . SECTION l/2 o SECTION - SECTION 3 o SECTION 3/ o t SECTION. . 4' t - a, {IL, (1 kl.1. . . �c � r Z ;1 . 8 M bar ink r*.if"! .�'. �''�; h ',, lf, � 1 ' '�': I ^., iT .. - ., ,:V' V '. . . . . . . . . . I . . . : , y.,�.,rruy.f...Y.rpyr.,,1,., r.r4 F.. �Sir.� .µ:.. n,X.7.:,iAl+,Fy,b,Ye,. ., ..,AW I .," �, r , .� ,' IS, .,, .. , 6 11, , CASCADE SPORTS CLUB MECHANICAL LEGEND • (EXISTING) —HwR— )IEA'U'I NG WATER, SUPPLY WASTE - - ---- - --- ------ —11WR— ItKATtNG WATER RETURN STURM DRAIN —CMO— CHILLED WATER SUPPLY f FIRE LINE 4 —CMR— CHILLED WATER RETURN Y'IRl' HYDRANT --C6 CU*DENSEN WATER SUPPLY CONDENSER WATER NKTUkN � SIAMEZE FIRE DEPT CONNECTION UUAL TLNPERATURE SUPPLY --OTR— UUAL TWIYPERATUES RETURN —VAC-- VACUUM D CONDENSATE DRAIN LINE A COMPRESSED AIR _MPS— HIGH PRESSURE STEAM 0 OF0 ru" DRAINa ` s —MPRR --- IIIGU PRESSURE RETURN Mora rt.OL)R SINKS —LPN— IAA PRKSSUNF: STEAM r --LPRR° LA)W PHL83URE ItWTURN ^'T Ft 011 SWITCH-- PC — PUMPUD COND NSATK SHOCK A03011DER — P47 P5— rue.l, ^, "'ar+ Irlw- —_--.•O'V 1•UWi+ lYl. VlJr TIRIE ALARM ll �tANGF_ IRNxuMTAL CLEAIauT FowI"DYNATUt CC WALL. CI.EANOUT 1 —. — GAT% VALVE VEtT'ICAL CLttANOUT Q., w��p4Ilk — BMWs VALVE i----dFC0 FLLX* CLEAMO]UT Q►4 - -- CHECK VALVE "� 1 ROOF OWN y — ice— PIPE DROP, PIPS RIiz — Flim NVpKM,lT Lr .� YtCFW c71NrTNuL VALVE PLUMMING RIIiYtN IpRMYIFIfrAliOM �0 � 1-0 WALL IYYDNAIIT �j+) T&10 •a� «° PLUG ON BALANCING VALVE • `i•� BAIL Uk BUTTERFLY VALVE �1wM '4 G LF .......... 110SE Ujub �--- — PLUG VALVE IN N1BEN � FIRE DAMPER r��;�®r�O IL TURNING VANE SHOWN IN iFlf ELBOW r C�� GL.OMX ON BATE VALVE IN FItSYtI UUCT SIZES ARE NET INSIDE — Dlt+lN VALVE WITH 11USE F:NU DIMENSIONS, 1$1 NU. IS SIZE OF SURFACE SIIUWN YTRAIXU -NITll B1.u)w-OFF VALVE SECTION TURU SUPPLY ; Mechan,cal/Elecifical SECTION TIIRU OUTSIDE AIR INTAKE, aellch1hathYl!!1 &JIfe307 RdETURN AIR OR EXHAUST DUCT 1'0 Box 5740 Avon Coior;ldo81&)o ---+ PPIRESSUREURLD CINGOVALVEYL 7,f ._.�. 4-WAY CEILING DIFFUSER f�I Illta fS,lit. 303-949 1191 •1-&&332-3259 CO01dy a SAE E"1'Y RELIEF VALVE f RETURN AIR OR EXHAUST AIR REGISTER lze AIR VENT -- SUPPLY REGISTER PRESSURE-TEMP, TAP �— PRESSURE GAUGE W/PIG TAIL. L COCK - TYIERYOlIETEA DOUR GRILLE LEARNING C, E N T E R PLAZA PHASE 11, � TIILRM03TAT VOLUME EXTRACTOR (EXISTING) I (FUTURES VACUUM BREAKER FLEXIBLE Ct)NNECTIUN — -� PIPE ANCHOR _45— PIPE GUIDE �— ACCESS DOOR IN WALL ACCESS DOOR —�-- PIPE PE EXPANSION I OM JOINT PPOSED BLADE DAMPER (O.B.D.) —. — FLEXIBLE CONNECTOR SINGLE BLADE DAMPER (S.B.D. ) DOMESTIC COLD WATER SECTION CUT LETTER -.�_� LL�CUTTING PLANE Dt)MESTIC INY SIL r WATER EET WHERE SHOWN �• DOMESTIC IIOT WATER (TLIP. SHOWN) ROUND DUCT RISER 1 HOT WATER CIRCULATING �O NATURAL GAS AFF ABOVE FINISBED FLOOR a —M4 LUPj tl"o;osU9P_ 4,p,o�r VTR VENT TIIRU ROOF i +..- .�.- V_ VENT MM MANHOLE 1 PIPE UNION IE INVERT ELEVATION `J °, V Fi�lY.IT r7!- YJIlr.W Cx�lll.}CL'4'{ I (F-) !CX►lOr1F „ a �•..� NOTE: ALL SYMBOLS SHOWN IN SYMBOL LEGEND ARE NOT WLCESSARILY USED. r ' ✓IK� �YfJIZaIJ'1� �Ni.tr) -_— �``° r � — 1�1..UL.�tL!'� ��° � 4 r fo I f t71�- h'LTurZG J z A I' �ION �' } Hollllml cvY.rr�+tFxp a 0 TERRACE ADDITION �- I 1 GENERAL NOTES : 1. OFFSET PIPING, DUCTWORK, ETC. Aar All drawlnos and wrtnen maler..tt appear•no harem constitute the or�gtnal and unput�tished w(NM NECESSARY To ACCOMMODATE STRUCTURE, of the arcl)aect and tt,e same may not tw duotKated used of d�sctosed wrthour the wroren i C�p consent of the arcnitect BEAMS, COLUMNS, AND ECTU I PMENT• i { t �. COORDINATE ARCHITECTURAL, STRUCTURAL,WE TIN HOTEL, MECHANICAL, ELECTRICAL AND INTERIOR 1' WESTIN tl (EXISTING) DESIGN DRAWINGS, RIMING, DUCTWORK, EOU I PMEyNT, ETC. PRIORI-0 INSTALLATION. PLAZA BUILDING - 3. EXISTING .F°IF'ING AND EQUIPMENT IS INDICATED PHASE . BY L I UHT LINE WEIGHT. i -- -- 4. E:=XISTING STORM DRAINS AND ELENA►- VAIL, COLORADO a T I CONS ON THIS DRAWING ARE BASED ON WRIGHT-MCiI_AUGHLIN ENGINEERS' DRAIN- AGE PLAN 1, PROJECT NUMBER 0150. TO FIELD VERIFY ALL INE ORMATION. 5. EXISTING WATER LINES AND ELEVATIONS INDICATED ON THIS DRAWING ARE BASED oN WR I GHT-MCLAUGHL IN E=NGINEERS' WATER R AND SANITARY SEWER PLANS, 31(3 PROJECT NUMBER 7922-8(1. 06C). CC1NTEiAC'TOR TO FIELD VERIFY ALL I INFORMAlXON. MECHANICAL SITE PLAN SCALE 'I :20'—O" O — - Z • • • � - Inasmuch as design for remodeling and/or assumptions be requires that certain assumptions be made regarding existing conditions, and because some of these assumptions cannot be verified without f • destroying otherwise adequate or serviceable portions of the building. A the Engineer cannot assure the Owner A or the Contractor that the professional consulting services herein encompass all ATM a., • contingencies. Field coordination during construction Is imperative. reasonable bidding this work must make ■ reasonable allowances for vnforseen Conti n envies. G I� G T f°+ � G tit F: II.7TAL,1.�J 14 Tr.¢1 � I I r �a+}CGrt t'IZ.z, i I CvnJIJ.Tv f<XIIti14 5" v1 (AiTAL(.�xT 1�1'T�t�AG� LtnJTiZALT, Il1GL.L� VGef 1 -•( L x�T ( tX.•�TI G'►�. 49L`!. t?.d 14' 1106, we Tp a �:t' pieavF '�, 4wo- up' H-� �• M� I I r�til� V" HQ e6 7 -27 Put-wit M er- 27 ua I }- , T PVr[1,K+u�' IZG L.oi A GJ(I�1T 1►.�C, ,`.s ._;. « Y L FEW' .Z� Hwa l Fl G+►b $ 1 bs C.0+9 LIP _ � •d' • A E`1r-i i>T-I ILI-rrp FOF r,0V_ � 1)Iiv Ue TGJC- � �, - I �'� VI►,jNris �IIU.CaIIL Esr"( --- . Z v ur ` ^� ti1G.-I MechaflicallEleelucal � f �J " /Ts ("IG"IL 7L�1 /w �L ' �{ �--- '� �J'#•� '" ct�►.Y i y `TI � i'l At* r4A-d 1"_ x ( q ] V l7 � m�� 4 TM� ��� a�� iu Benclu,,.aikOva Su,le307 �.� _ 'a` .PO Box 5740 Avon Colotadio B1&V r - d� � _ 111ilrerief C�ES111205,I,ac. 30 W9.1191.r.&V-332 3259 CO Onl " 1 _ - 4 t" �Arr�.luril �- -� r 14 —minim a eo +� �.r.Wrr[. ' � �n�c �-m►.1�, r _ ' _ . � . _ - 1M --• f-, ►•IEwlr• �Jlj ell �A iZK�I - 1 J AI.1t7T IAP.� } I�lcv1 - - -_— Z l L" GL.J rt w>~L "2/''6AW 4 101—a9+Z ��Ikj . 4f tiJ O f �i° 4 VAUJi� �/1 C.d ' To (!G.O 4' * 'TO T!G v - 0 4 4 �l2 E'1J G GLI h —•--� <---� �--- i� � IL• Pr�?1T10►J- IZK IC/ Lit, u r-ler- 7b � , --� L.M" I rim kJ Kait�, r 1~li�L• t�,�r yil�rl� Ida �tyAl l.�I rt`. .,,�+,t! �TN(r� ►3'ICVTC�T �N 13i.GY,• , MyT-I i--- W I 4" 4' Lie' i ' fir" N\Lk- / pd—AC-1j, I b►c• r T urr- . x'•46, + F -TO ri}to rW r.©G ".1K1.1 I `, •«,' E TO T E_ F,pG• W .9j0q"IT V Z P r'1I.I Fib 4C?Qr. T`iI? Il L_ OWER LEVEL MECHANICAL PLAN NaR�H SECOND FLOO M PLAN, NORTH - � • 1 �0 SCALE 1 /8 : 1 •-4 SCALE 1 /8 . GENERAL NOTES : OFFSE T P I I'I NG, OLIC1 WORK, F_ 1 .. n NECESSARY TO f1CCOMMODE111-; STRUCTURE , "� � � � �. C✓' � � BEAMS, COLUMNS, AND EQU I F'MEN l-. COORD] NOTE ARCH I-E ECT URAL, 5 E RUCTURAL, ME:C:liflil1 I CF1L-, ELF C1 R I C:AL. AND I N I ER 1 0.114 DESIGN DRAWINGS, - PIPING, uucTWORK, EDU I PME:P1T; ETC. PRIOR TO I NSTALL,AT I LAN. EXISTING F'II`'INi:i AW E'(',-L1IPMk-'Nr Idw LNDICATED B`( LIGHT LINE W1- I GH I-. 4. PIPES, DUCTWORK AND EQUIPMENT T() BE REMOVED '�" r,�+v`� �1i.1 EyAII:.G 1=i� Ti1l� � (7TUI� 1`70°F - �/f" �{kJZ t91.1 �IGt r�:�.(►.� 1i��T� �Q>� �,/4°F}411Z C� ARE SHOWN HATCHED. A,WT yj4" Ti�i�tK A1:.�1rr'i.f I►.W�. M �r'I�trZ r�r�ATT�_Y taP TO riCL� 6'-© r re VuL 4t X?E ex tiTtXL-iKL4. ♦ q41�s v� f�GE{Ir`lti �1A.�. GIZ1U.1�,TYI? 1:I�AIN T�f? Of �• -ILs°! TO (der-JA41'1. t3. CONTRACTOR MAY SUBSTITUTE its'" X 3 1/4" = BATH EXHAUST DUCT FOR 5" DIAMETER DUCT. , r � } ��rlp r"V I p G ctrl P.l-t- Ai1°LiiZTMl4i 'VV u►9 Tea.r�tab►�.I�I Y tL 1✓.l.oG"a.TE� i=.x IhT Z I' 'iL �, �/t[ t�111^I►,1L, X1.,1t�AF� iy."MJL ' 91T-I -I Iii" -I 1JT-I G fT 1JC-TIG'IJ . �it2C t>T bT-� &T I�oT�TtvrJ — 2„ Tt2 4t tQ. AY X 2� L—I �' ,/Au i A10 % _ '�/•}" �4 t�E,l '` r ►fir ficvl LAV 1 `� I L ,c� --- v - d p1( E214i(� ►` A-(? tJ(��c! 4 vJ U P To p Z'.O �v� Eat IyTI I"Aa,l '+y,}" F{+c! I�ca1u. � � �up4�� � L_F a� L._I - /,'\ L�I � — � E�I.tL-rvJoi21L_. o - - - G . - -c r-.v- 4 f' . , E S T I I c r. 12 v T-fr,/ ? PLAZA BUILDING 4+ \ G.D. �UT1-(�'-� TE�lJ�+1.11-, Y`P, L.o, �� � / � a �! '�_' i' 2"v up G2 V J►� il,xl0 UP' A.►? ' PHASE I y, !lT I -a _ � E mp:_I I TYf? 1 1' «4" J up' I • F- 4FJ T�A�IT�� � �I I �, _ • OF 4. FIFES T PLUMBING . , _.hLQaR FLAN 4 THIRD FLOOR MECH Ahl AL PLAN [[ p T H Inasmuch as fo r r e alin g and!or N O R T H rehabilitation requires that certain SCALE 118": 1 '-4' SCALE 1 /$ : 1 '"Ow assumptions be made re arding existi n g . - • conditions, and because some of these L , assumptions cannot be verified without A � destroying Otherwise adequate or ti serviceable portions of the building, -the Engineer cannot assure the Owner ILI'• or the Contractor that the professional consulting tin services herein encompass all • contingencies. Field coordination durinction is• Contractorstbidding thismworktmust make M2m t • reasonable allowances for unforseen contingencies. f k ` • Y A t2 Pf�E.�i--rE.I Ti�F, T'T`P PF_E�-TE.I• F TAP TYP. P �- �. —�'Iej"iF TAP, TY� GDE.JTLDL VA.rvvE � • VAIL-VE.. ' GH!LLX17 1✓p.T��- F il.TY T EX �ETUC !t CE-7 ur_w t1 HOT WA-,rE_E • J >UPPJ_Y J , f • U iD L. yoo w rY e , 71 ZONE HEATING or ZONE HEATING ZONE, COOLING O�, ,�—� �� �_ COOLING COIL. ASS ' Y COIL ASS ' Y COAL' ASS Y �� OFC41III� NO SCALE No SCALE NO SCALE � 40404 &T-1 t lJ1b J't - ,�T-i 'fir- - 1- -�1•- MechanicallEJecrr;cal ff 4 'V:T,C. p � �ALL A,I'1�Uf_7rnr'.11✓Ctr IW. y©0 8 iu Or Box P57.30 Avon SCoforrarlo B►fill) / Ic/G'I ` `'��-•rye t�I JfGI�.IG, cp�T1.1. fd�ldr�'!"Id� ldSd�?d5,IAC. 039;f91191 .t-BO1113323�'S9C©Or,ry COVER-TOAND F COVEaS W/ BRASS CLEANOUT PLUG TO BE FLUSH W/ TOP OF FLOOR LINE COUNTER SUNK HEAD. 10 F-7 2 TUI-IJ FLOOR, FINISHED GRADE. - - t� ,:• '� .: . 1. PL-7 SQUARE CONC. PAD } ��U�'pIY _ • . ` . • • •:• .f -• TROWEL SMOOTH AND EDGE. `'�� j A 1,18 C�1.BEND�~ BALANCE OF P1P1NG SAKE AS CLEANOUT 1/8 C.1. BEND. ILj K.IU rAi TO GRADE. �V a IG i1PP QO fi C.1. WASTE LINE. LENGTH �,T_l•� u I � lrP fLE`-{r.�YG GXIthIC, FLOOR CLEANOUT ( TO SUIT: �rz —4 � 2,� �c��r �,�►.�_ -tI.4 CLEANOUT NOT TO BE LOCATED IN / , Ic/G-1 CARPETED AREA. WASTE LINE. V , 16 U- Ai•�T IIKI �// 4 8 BEND IF CLEANOUT / I, OCCURS AT END OF 'LINE.CLEANOUT TO GRADE (COTG� !' I►.ip CABINET and KNIT CLEANOUT DETAILS � I - NO SCALE ,�� �� d • HEATER PIPING -DET. �K4 No SCALE. AL NOTES : FOURTH FLOOR MECHANICALPLAIN GENER ESar 1 NORTH OFF SE. I 4:,I P I NC.;, DLJCTWOR1I ETc. AS NECESSARY TO ACCOMMODATE STRUCTURE, r. BEAMS, COLUMNS, AND EDU I PMENT. L- C_OORDIIgAFE F)Rt:HITEi=CTLJRAL, STRUCTURAL, ME:C I IAN f CnL, E1-FCT R I COL AND I LATER I t�: N DES 1614 DRAW I NGE:, P I F'I NC , DUCTWORI' EGIU I PMENT-, E rC;. t-,R I OR TO INSTALLATION. E'XIriTING PIC''IN0 AND EG!LIIV'Ml:rq-r I :[NIDICATED ' { a► ��' HY t_IGH-1 LINE WLIGHT. Y M ' ! ' `F: PIt='kS, DUC:-TwnRE< FIND E=QUIPMENT TO RE REMOVED ARE 5F�04JIV HATCHED. • UNf'RACTOR I+IAY SUE1STill.ITE. 1P7" X ?, 11�+ " BATH EXHAUST DUCT FOR 5" DIAMETER DUCT. It . , , P it r I�u�T Trl 9'J"1AJ+`I i �' P I I 1 6 I I i • 1 I 1cJ t dt'It' Z�II y� � - I I P 9 L.TL L 41f'IL1,� i I Sri"G+I4 Gi.1 � � G i"Je�'FZ I P � � - y r"h1+.1 Gv►I. I�Gt '- T� • ` ; I - ! A - � � t91�TNL. �, Tl�tx-i r4I..L !�L!� - a - I vn�lcrzlP�l�c. Klo� tq z TIC "A G a S P - . - 'iJ 154I TVr.,�, CXt A►. 7T AJ� k ', w I t t + '[ r . vGk- Td ii r ZfTy .affil rr 2 u G11K 7 + yf4 i i— .• — _ rI�. !a}N !� `�i' h11�11(r c 11 y,W x . i fl 4JAT'CK. " r TA1t, r� \cI/ Al'tVC t� iii I t, " - HW - !^ CryQQGGTtrQ IT-W I �iwlr. ;: -- ,�-t•+�� ' . . �. � Tom' �' _ P �1, ._.. .. .. .. - , _ _ ... ... - y(�, ,r ✓7,,� � '/cam x� � � ( _ � l� 1 I1 It m 17� ICI �Ixv uP •yci /(. (1P 1111E S T I N VA.Ivi . , I PLAZA -. BUILDING I2K6 top ,�,` �-,� ��rt� A��-� PHASE TIf 100'C, � j I W<JSH� ��.1t.1✓�r 1 t� 4/u�T LJG/Lt~- K-7 of { - -TV FFA .Jjr1 I b�r.lT �Ior2 Try I � tt,Y i V � �-2 °x►�.iJyT I�.�..I - I , '� � - 1T► i �I..1 �,1,,Ji? t�.IGTv1vI� ��T L�aGT `i`'('�? 1�}T� I"9l}�} l vtL. Me v+"1 rt 17w !6 17 "iG�l I I jP G 1bM'� 17V� I -- -- -- —--- M_a— --- . �t- - y 1 I�1� A1.I NGp.l1 C', F MECHANICAL PLAN F I R L R H V A C P L A remodeling and/or 2 .. SCALE 1 /8": 15-0 NORTH NORTH •: SCALE 1 / $ : 1 —''� Inasmuch as design for e g 3-3.,�"� rehabilitation requires that certain assumptions be made regarding existing a conditions, and because some of these assumptions cannot be verified without i destroying otherwise adequate or ,� P, serviceable portions of the building, ���J the Engineer cannot assure the owner or the Contractor that the professional consulting services herein encompass all contingencies. Field coordination M2m2 during. construction is imperative. Contractors bidding this work must make reasonable allowances for unforseen contingencies. , fr i y :. i. IV I M Fit T iy • I y Tut'r �� `~` r," w Q c.4+r, w.rr. �D rh.4a _rub U Viz 7 Syr ��W \. ! 3 F;OTn 1p •!� 0—/J 9 o lVAL • of cot�`� +4 LAW .� \ M ✓ . 1 . R� � � Ae w,C. c�an�cat/ 1e trlcal.'.'; ' • U`� Q Benchmark Para.Sule.3Q7 , r I P0,Box 5740.Avon:'C, AWdVo&&V 1 `� y v ��� 5� 3031!91. . rue a r h BG -3259 GO Ohl y. �. `W V w � � t1�' � ,� • ` � -. • ; , T, � �'ty{, w , "• �'�• � W.G. l'In I �i � �� 2" .�• Wcemir- Tv 04J4 W 2 I =.1 11k, ob rue 4 LAV. rue Z Ili' \ Ac ' i..f.G. �\ ('�" ✓ L�.G.. qr :," 'S IL C461 . q' LAV o. L�AV • i \I a ol�r. r�� tour, s d , Y. ' 1 � �4t3 7 _ k�,k= TLwS •� y 4��4`•�� r -fL�b y �'' � 1n= C., � �., . V L I-AT �{G• To nWG SNr -r �— POIL r-uTL+t -3 y / �,.i;rz M Z. 1 I✓pi- Gr?�, 3 / �Lip r! i� \ Il/�" Y �� '✓ e } .• . rr'1, P MZ.1 F-oQ Z. 4 WASTE &' VENT RISERS f' NCB PTLY Pll"C� �. I' TIC NSW VKT NIA'+=-• F.p. il.rrb -- _T...._. .___ — — --~" cI'�YINw gy'tTr�•+ r'r A eO1krr �x� rILao pr{Y �IrtJ ' W H� `i"H� J-..iC-II►I I.•►t'1'�R I�•C-- �'r R��.i�:...r=.Imo' �Y�'i F�"1 GDl.afrZAG"C k� r,3 F 1c►t.-? YF..14•I�' "rU& W.G' LAV "1 U& W.G. ' Gc�N�I:.Gr t sr.�..1 c,t? ,� J-P�'/4" *,�• I i + /�'I e4 I�r l u 4 —,Y4TiL.M A i A pG �-iT MT`s I�JIIL (3G Mrr'1', GuT1�.IrGTU� /q 1.l C,pt'1 G I • I � I�SL�c.! f li'r 4� rC� FIF.l.i7 1�G�1��( L+�i7T1�14 GvN' ' •F I v A s � � � � "U& W.G. , L�.V ZUh "I., , LAW V*G GIIZGU1�' LA Tue, W G yt'1''�'�,'>srl� r 4„ ll 4r'+ I�LCx�rZ. 4TH �1.C�7t2. 1 r.. V1 , l GI'rl / ; /�� 14+'r'1 f7 11 � w h/ ¢° i 4r� r " 4o" 14 �' h°IIZG 1G -1LV 11.14, LAY I LAV W-4. TUtP -VU 'v- WL. LA.� I` I I '; LAW W.,.. TWO, 1 IV \6i 4. Lkv r � ,r LAV W.G' TUCP `1u& aL. LAV 11 � ` u LAW WL. Z1.LL7 ♦ I2v�ea.T r �' �' d rY le Nil, W i • • •• i �G I �V+J� FYI + � ;"�; TU9p WL. LAV LAV 41•G. Tt;V- TUO WG. LAS/ LAW N l.L. TLi� TU \4j L. LAV LNY 41.1,. T610 11,1& 1r,J•L. Loa , LAY 4J.G. T61tP 7-*1101 rt + 11 I I i hiG1.J r-vl ,I">►tJATI VI.f 1 ICzMtZ TO Ihllt,Z , iui'orawoos,arc wnaeo mattlnal awearrng herein conswute the orloenal and wrwy 6Sheo wm 'sf ( `l r F M1L�I��f�C I �Cf� I'"12.Z i�fZ GOI.1T���^^^//y}} of the arcomea ano the same may not oe ouoiKwm.wsea or arscio5w watoout Ihe,witrrrn II ' ' , I M l :onse0l or:he wMitect. / ►fin - - -- �WESTIN D', 111 .r III ' / �'_...{ /Y.. row-V j r•`r + r° O - TO Q Tv <�T - PLAZAUILDNG it + 4 �, 4en PHASE- I Iv Fv+�. Gv►.1r�NUFt� . �#6 k.! G. LAVA �P.•r.:VIL — T W.47 i + I Uc,i�' cuu� Tlv�} � � .n✓rte_ ._. �� 1�lot., VEIL, C'OLORADO� �rtv p�+ IZIV aj/I — "`"'� iA 4erl 5:. I�II°L Tv P`LLvrZ nrzr.Il.i .. ' NM�! yral2 N��1 CaLI�� �I� P�CIhT+NG1 Cxi��11.1G, '��`�'1+J�, '�1�•T�.�.'.. I?.��� , • hlpTG E LXl<iT"IhIC� 1cJ�T11.J P°`Ir2� 1�l-AAA �(1�1-1lJCi �`� � �G-f lvl.l �A't"CI"J Ih ,4 p°I•i,aF�e, I k/GiTlr� , ! , 4 , �? owdl-nv�s LrVvr' jtj-ra K.A%ZA 1t7►hZ. I fta4. 1_ CW & *HW' R'ISE'RS FIRE PROTECTION RISERS HEATING WATER Me . ", r' +aur c..:1•P.riY-;l.I�a'L w+ncw'a+{Fa i' .' " ,. • •, .. ..,. .. .. rv•:1•. a ..-. •i;}'J.! wvMi :.�. 9f;1 ' .+I��n1r+•!t•+rt-' :'r.L.ev..y T!!''jRi SEQUENCE OF CONTROL } ' ' , ' ME CH AN CA L.. E O: 1.,. .I P � EN.:T` SCHE' DURLC • MIS 7ER GRIL E DIFFUSER SCHEDULE r..V.,. , 1. 01 ffjed,Y Cc - M1aC. f:cldVl•RACi•L7Ft NOTItS SYMBOL TYPE SERVICE PATTERN MATERIAL ACCESSORIES NO. REMARKS R A. i 8 (HEAT ZNG/COOL I NG) `"'"'�� """" '"" �" '�" - '� 1. ALL -1-E FPM I iVAL E�k:AT 1 NC EL2kJ.1�'MEIV"I` L:APAC:I1'IE:a i�Etk; k161L1) l]1V .. - A REGISTER RETURN FIXED 45° STEEL O.B.D'. TITUS OFF-WHITE ?1alaor t-NTF'=NTiVii 4i1�1'I'E1R 1'L..M1^+k {,?ATUk I< (3ta:: l•'_1'a�YLLNE GLYCOL/ 1. FOR EACH FAk COIL PROVLk4i A HEAT XWG/,CO0LING TFEflt' O, BLADES 23-1iL5 FINISH W�:'t'Ei�i :3f]I_UT'Ti3l�li WITH A :t�°F 1`Iri�1P( SL'ATLJ�di lit{LJ4'' 1JlVl i�;h;ti STRT WITH AN "OCCUPIk D-UNOCCUPICD" SWITCH AND A NOTLD OT1-CkWTSE. THREE. POSITION FAN SPECD CONTROL SWITCH IN THE RETEIRN -•---� STEEL ----- TITUS OFF-WHITE . SUBB4SE. - THE SPEED CCIVTROL SWITCH SHALL HAVE: A $ F FACE A_I. TERI'41 IVAL_ COOLING EQU 1'F/MI:ENT CAI='AC 11'I ES ARE'' LAfal:U 044 L a FACE tIFtZLLE E'/�I� FINISH "LOW-MCDIUM--HIGH" SETTING. THE THERMOSTAT SF' ALL GRILLE 45°,F" ENTL RING WATER TEMPERATURE' (41 % LTHYLL'NEE C'Y1:l3L HAVE THE FOLLOWING INDICATED ON ITS 1=ACL: WATER ;0LUIIOhl) WITH 1�k 1,0°F� TEM;lE-RATUkC.' HIDE J1V1.t�S:a "Wiw4Ek" AND "CVOLE•`R% THE THC-RMOSTAT SHALL NOT -NOTED O1_HkkRWI0lQl . C LOLIvm ,SUPPLY AS SHORN STEEL 0.B.D. TITUS SQUARE TO HAVFj A THii-E lNGOVETEH ON THIS. FACE';. FACED ON DRAWINGS TDC ROUND ADAPTER " FILL F I! f 11-1IVG WATL;H SYST 1~:14 W 1`I-H �,0:c L HYI.1:L' GL1'1::11L-/'7ui� ' DIFFUSER AS REQUIRED 2. IN T14E "OCCUPIF1)" MODE, THE FAN SNAL.L, RUN CCAH -- WATER 'bC)L.UTION. GLYCOL SHALL laE INDUSTRIAL- l:L".ITY 1 TI NUOUGLY. ON A CALL FOR HEAT 11W, THE THERMl.3;s1411" ll GRILLE RETURN/ FIXED 45° STEEL ---•-- TITUS OFF-WHITE F�L:FIl TRAi�S) ER FLUID. , ;:il-iALL CONTROL A CON'i'F1L�L/VALVk: IN THE Hk+AT TtVE� W#Li l"Fi EXHAUST' BLADES 23--RL FINISH :r Q -.'"' � • S SUPPLY PIPING TO MAINTAIN THE THERMOSTAT `'S+ET T 1 Nta. I;tflklN :I I-i•��1�1�_�� HNI) F ftiV L91 LJa- .• '�`'•. � UN A PALL. F Ok CUOk.I NG, THE THERMOSTAT SHALL CUN- E SIDEWALL SUPPLY AS SHOWN STEEL O.B.D. TITUS OFF-WHITE 1'1�t171 A COIV1'KI�L VALVE 1'N 1'FtE CHILLED WATER K SUMS►LY 1i1..I�SIi IF IBER INSULATC0 CAI;3Ti'1k l', Ct'1LOfi ON I�X4+i3:•ED UN i`a 1'17 k31` REGISTER ON DRAWINGS 272-RL5 FINISH LINE TO MAINTAIN THL THERMOSTAT iiETTING TWO. FA1V tiEcL.CGT#s)J i{1' THE ARCHITECT. 1JI�lI1" i TO Fi�tVE C01�PL1�t 'E'U13i�:; fruVl� AL.1.11►i1 :-, ` ~ , .r 1 • }llgl) •,CHIL.L.ED WATFR COIL CONTROL-LED 6YrA THRLL": WAY F GRILLE A RETURN FIXED STEEL 23-RLOG FINISH 1;171 `. INDICATED ON DRAWINGS .SHALL HAVE 1'E•1E I.4LA1 1'NV ___-- IVUl+3 CO I L.r. 1'ilANL f7i� MCt�UAY LOU 'VtiLt:_NT • VOL1 E. C- HE:Eal'EEFt� ` 'Ff,•,�"+° ' „ TN THE "UN urilcD" MODE-: THE HCATING WATER CON-1 SOS BARBER COI.MAN, METALAIRI:, ANEMOSTAT, HART COOLh-Y EQUIVALENT. T. �', �r•.,1�,'. '� .Ir.. ,x t4' . TROL VALVE; AND THE FAN SHALL BE CYCLED BY THE hil."G. IP9011 HI=S HI=.ATIN6 INLET 1XJTLC:f Tf C• HMOSTAT TO MAINTAIN SPACE TEMPERATURE THE Mi�l� LI11 A1'�_1.]I� l+ll3l)�:L ICE 1�f,�}�./� plull 92 ILI ki!'L kZ.Y" 1:001_I NG COIL WILL BE LOCKED OUT. Cali-L, NGIR YH TRANE 930 1/6 351000 3. 7 PANEL I=+kVtL McGharuG31J�le�triCa! yo 0 1'R &nClur�,7rk�a1a.5u�(e30T PD.80x 5740.A VW.C010ra&,W&V ' 1. 0� C h1-1' •Ik; 'Ef '�' � EN I`.4f;AUlU �: - AI yz (CEILING MOUNTED HEATERS) LAI1L- 4 '51'A I R T BANE 400 1/30 10, l700 1. 1 PANEL Pf;141. ����'�` ��g1j�•16f10,I�?32�ClJLLrly'' M SPRINKLER HEAD SCHEDULE U11(400.4 HEATER PROVIDE' A DEi+�[AND�Of�01••{EAT WHICH CYCLE ZH�KM©Si'►�i• .-.W.,..,.,.la".�.1.11..,.�...r._..,. . ....,..,.,.«.:'��•... , , ., __..__....._w..,.,...,...... Y .a . ,.�..,.w.........1,+�,.,,� ADD ALTLWATE #1 bETTING. PROVIDE NECESSARY- RELAY FOR 24 VOLT 1N1 ' tiGRx�N�L, � EQUIPMENT BAS 3I ) A SERVICE SERVICE FAN Cf)I�i FINISH REMARKS � . THERMOSTAT. Sl'-1 F946 CONC3':ALLD PUBLIC CORRIDORS WHITE POP DOWN PUBLIC CORRIDORS :�. . 1. 03 � j`,�TH �7(HAUST F-"AN5 CFM .. ' i GUEST ROOM BATHROOMS MFG. @901:1 HP I-IN:.lal•I WCti C001.141146 CONTROL BY WALL SWITCH. 'GUEST BOOM FOYER AREAS ARK L••,•E f1T l N 1±30 )L't. I' NM 1 1`"/ 1 H Nyi k11' H i m M....-_.. 4��:'�.__ .�•.:�.•� 3',� . �...�..2�_�. �3:� �.. .�... Via__._ . SP-2 F950 UPRIGHT & MECHAKCAL UTILITY CHROME IN CHROME MECHANICAL UTILITY � 1. 04 k��-y^ CQBRIQQF„1' FC-4 1•iOSPITALITY TRANL: 550 Ca 1/l.•3 17 �:00 1. 9 `J /04) c:. 1 . PENDANT STORAGE ROOMS, UN- FINISHED EXCUTCHI;ONS STORAGE ROOMS UN- C:,: ::faL.L7E•� C>. 25" 54�� , ' ' FINISHED AREAS, MAID AREAS IN FINISHED FINISHED AREAS, MAID • ,;'. .F'AN SHALL RUN CONTINUOUSLY. , , G--4 MOTOR CLOSERS, ETC. AREAS CL0S015.,.-L'TC. + F.L" �'� FIE:I"A 1 l.. 1 IZFiNI fat. +:(+ 1/ " Q } "f '7 15, l'K1Q ti SP-3 F944 RECESSED RETAIL, GUEST ROOM CHROME PROVIDE SP-1 RL'TAIL �0 �' `4' to C ' 'kiP PLATE 6 HEAD BATHROOMS 6. FGYLR CHROME HEAD j AREAS . I 5I'-4 14)50 5113EwALL GUEST BOOM LIVING/ C1i1tOML CHROME GUEST ROOM LIVING/ P-14 QQ"1yigjIC dQL WaIgH ULDROOM AREAS ESCUTCHEON BLUKOOM ARIA r 4 QPM AT 10 FECT OF HEAD, 1'/35 HP-1 115/60/1. B $ U SP-5 F950 1,�X1'ENDE. GUEST >i00M LIVING/ �kllcOME CHROME GUEST ROOM LIVING/ SLC-a!56 Ofd GWUNDI�'r�s, TACK LF3U T VALEl1l1'. „ COVERAGE BEDROOM AREAS AS ESCUTCHEON BEDROOM AREAS AS LF 16 bAT 11f)M H SIDEWALL REQUIRED REQUIRED --- . NOTLt . ALL HEADS BA5Yla ONt CAPACITY OF 73 CFM AT 30" S. P. AT -89 200' A. S. L. , . 2. 9 WNLS, 1/351 HP, 115/60/1 MOTOR, BACKDRAFT DAMPER, IN- 1. 165 11" TEMPERATURE RATING. T'EkNALLY MOUNTED L120 SPEED CONTROL SWITCH, DUCT DEFEN- DER F I kE DAMPER AND SOUND I NSULA I'L•'D CAU I NET. PENN *OR CENTRAL EQUIVALUIT YCPHYR ZT OR GREENHECK, ILG EQUIVALENT. " LW-17 COMIDOR E::XL•&Q' EfL\1 ( TN1„1NE) i 1, 000 CFM W 0. 35" S. P. AT SaOc:1 FLEET A. S. L. , 1/4 HP; , 11;5/40/1, VI6RATION ISOLATORS AND BELT DRIVE. PENN FIRE PROTECTION GENERAL NOTES CENTREE X SX 105U OR GREEMNHE,CK, I LG EQUIVALENT. f 1 FIRE PROTECTION EOUI PMEN'T LIST 1. FIRE PROTECTION SPR I NKLLR HEAD SPACING IN GUEST ROOMS, '" � y ' .I ) _. . -,r,1 " . CORRIDORS, AND ATTIC SHALL BE ijASIME) ON NFGA-•13 ( 1'385) F•►]K '"ZOE++IEE"YSPftTNFtLER''CbN1'ROL AFaSE1N6LY t t N1 F e~i ,,1'f)NI�(fi�D.��) 1�'FiQV�r4JC ON 1) , 11V'S•I°ALL CONTROL Aa.yl"M11L.1' rOk la ACTH GPRINIAiA1 R 113NV. (W)NI"FOUL �aa3.11"1+h ' LIGHT HAZARD OCCUPANCY. ALL OTHER LOCATIONS 'SHALL Elk' ORDl-• NARY HAZARD (GROUP 1 ) . LA.Y Silk 1. IN1".l. JOE SHIP" 01''F VALVE''., WAIV- H rl()W INDICATOR, TV'.at ; Vi'tl.VF:, I)I Ill 14 %l0i vv:, F 11 0110" I'A. All,i "1, AND ()R 1l=107 L') LIN 1 i)IV (461 Vii. LIR 1 F 1 L;l': 2. EXTEND THE EXISTING DRY PIPE SPRINKLE SYSTEM TO THE NEW 4TH 1`U 1+ilE �iAMk: hl!a SGyl�2),ItL.E"i� Iil; (ik) FLOOR AND ATTIC SPACES. FIELD VERIFY AND INDICATE 1I14 � HYDRAULLIC CALCULATION THE CAPACITY OF THE EXISTING -DRY PIPE= E�L FIRE EXTINGUISHERt PUT1•EH-HO1wMER MOULL_ :1:11 >, MUI_'1'I PURPOSE: � -VALVES AIR COMPRESSOR, WL:FRIGERATE:D AIR DRYER, CONTROLS, LX'I'I NOUISHL."R, ,10 1.•E:i. , E.I. I.. RATE 1) 4A t iar:rl4:C. F1F'OV I DV WALL UEt(aCKL•I .; PIPING, ETC. ESL =IRE HOSE CAB INET t 4lTT H-ROLME W MODE . 1 10x .-3- ID RECE3GI•'71) N. .3. COORDINATE SYSTEM FILING AND SPRINKLER HEAD LOCATIONS WITH Vi1Ll►i L:►1LIIIVI::_1' , `WITFI � 1/�"111-I1��1�11VALVE k'4CIrt;,) WITH S. 3 /2" ESL: DUCE R AND t 0ta L I E NL"AL 1I'VA.-T OF SINGLE' ,3nrKET 3a0 Psi I POLY- ALL i31-HEFT TRADES. HOSE 1 � 1 �� � SHALL. EX HOSE WITH COLIi:1- 11NIGS (POT 2:�1,,) . CAE+INt'-.T HAVE: BRF..Akll- FaL.1:: 131_ASIS AND BE= LABELED "FIRE' CACHE'.". HoSk: SHALL 4. INCLUDE ALL DEVICES, PIPING, SP1�I NKLE R HrrADS, FaNI) HOVE=` TOWN OF VA I L THREAD F I TT 1`NGS. APPURTENANCE'S REQUIRED BY REVIEWING OFFICIALS. PLUMBING FIXTURE ' FIRE EXTINGUISHER CAE�INETt s='L'1'1-1"E'W-�hi)f�Mk�FI htL7I)E:L 171a4_D ESE- ';• Z. INSTALLING CONTRACTOR SHALL PROVIDE SHOD' DRAWINGS WHICH: �•�• SCHEDULE , �•k:1�; 4:1) 1::I! {^ F.''.X1 1 NGU 1:iHE i CAIi I NE:1 WITH F�,X F 1 Flit. EX 1 1 NGU 1 SHE Ft R A. HAVE WIiIl'1'eN APPROVAL OF ALL REVIEWING AGENCIES, ;�iPEC11='IE:D� ADoVE) . CABINET SHALL HAVE Esl7�Al4Ak�1_E GLASS AND E:+E I..ctl�r"I [=t7 'IF, I 'i. v.XI Nl";Ll OFFICIALS`, OWNER AND OWNLRI S INSURANCE CARRIER BLFORC � SUBMITTAL 1`0 ARCHITECT. WC-1 WALTER CLJOSET (FLUSH TANK, FLOOR MOUNTED) , B. HAVE FULL DESIGN CALCULATIONS FOR ENTIRE F=IRE WHITE VITREOUS CHINA, ELONGATED RIM WATER CLOSET, PA4ERICAIN' 4 PROTECTION SYSTEM AND HEAL) LAYOUT. STANDARD "E=LONGATED CADE.1 2109. 405 OR KOHLER, JELJ£R L.'QUIVALEwNT. PROVIDE SOLID WHITE:: PLASTIC SLAT WITH COVER 6. SHOP DRAWINGS SHALL INDICATE LIGHTS, DUCT, AND SOFFIT LOC:A-• AND CHECK-. CHURCH 533x. 063 OR KOHLL' R, BENE'rKE, EQU I VALE:N'f. 1'I ON:3. SPRINKLER HEADS SHALL BE SPACED EQUALLY WITHIN THE REQUIRED LIGHTING PATTFIXTURE C O N N E"C T 1 O N SCHEDULE "' � ., . . . . .. ERN EVEN I F ADDITIONAL T I ONAL HEADS ARE FOR L-1 LAVATORY PROPER COVLRAGE. WHITE VITREOUS CH I N'A, SELF RIMMING COUNTERTOP, 20" X 17" 7. THE LOCATION OFF ALL CONTROL VALVES SHALL BE APPROVED BY THE' LAVATORY. CHROME: PLATED ALL BRASS 1 1/4" TRAP, SUPPLY AND " F ZRE_ DEPARTMENT BEFORE INSTALLATION OF SYSTEM. FIXTURE SOIL_/WASTE VEINY HOT Ew>7L WASTE FITTINGS. FROV1DE UNDERCOUNTER MOUNTING KIT. AMERI- WATER CLOSET F. T. 4" all 1/21, ," CAN ;STANDARD "AQUALYN" 047 5. OaO OR KOHLER, I_LJ•ER L••`QUIVALENI•. 8. DESIGN BASED ON AN ASSUMED RESIDUAL WATER PRESSURE OF 101a ' 1/` PROVIDE AMERICAN STANDARD "HERITAGE" TRIM 2448. 623 OR KOHLLR �--�-•�, • 111 /'-- 11 } GS I G AT THE TAG LOCATION IN THE. STREET. PRIOR TO SUBMITTAL LAVS 1 1/E 1 1/211 1 � 1/2" "TRITON 11 ", EQUIVALENT. BATHTUBS & SHOWERS 2" 1 1121, 3/4" 3/4" OF SHOD' DRAWINGS, THE CONTRACTOR MUST VERIFY THAI' ADEQUATE BAR SINK 1 1/► '1 Ali 11 WATER PRESSURE IS AVAILABLE. 1 1/21, 1/21, 1/2" SIZES c� S-1 EE•1AR SINK Ali , NOTE s 1. SIZES SHOWN ARE MINIMUM SIZES TO A S114GLE FIXTURE. 9. INSTALLING CONTRACTOR MUST E:•1E':E APPROVED BY LOCAL FIRE 14ARSHALL ALL FIXTURES LISPED ARE NOT NL-C FL' SAIL I LY' ON 1'111S STAINLESS c^ AND LICENSED. 1 S GAUGE SOUND DAMPENED NUMBER 302 STEEL, SINGLE � PROJECT. COMPARTMENT, 15 X 15 SELF RIM SINK WITH E;:XTL.NDED BACK • 10. PROVIDE ALTERNATE DID FOR SPRINKLER HEAD CHANGES INDICATED LEDDE. PROVIDE 1 1/2" P TRAP WITH CLEANOUT, SUPPLY " IN SPR I NKL.E R HEAD SCHEDULE.. . MINIMUM PIPE SIZE TO MORE THAN ONE FIXTURE SHALL AND WASTE FITTINGS AND SWING SNOUT AERATOR WITH END STOPS. BE 3/4" UNLESS OTHERWISE (VOTED. ELKAY "LUSTE:RTONE" BLR•-•150-C OR MOE=N, JUST E QUIVALErN1* WITH �� 11. PROVIDE A WALL MOUNTED PORTABLE FIRE EXTINGUISHER IN A ELKAY LK-2223 TRIM. � � � ..« Iwnr�+.vnasai,a wngerr.rnarwwr aoeaw+l►9+swer+carsterKwarle ongrnar�u++ocrDris+aed+.s,rk' MECHANICAL ROOMS, IRA T D CLOSETS, AND WHE RL OTHERWISE IN- 4 Il.Y aw.Nwj arw uv•satlo&may not w owalcawp,v o a olac+owa.lwingw'ure wrwon, UICATED. UT-3. TUB/SHOWER eo"sara.a.enearc�.ti' 'P : ' 12. TEMPORARILY RELOCATE THE EXISTING CG14B I NATI ON STANEP I PE WHITE ENAMELED STEEL 5' •-0" RECESSED TUB WITH .SLIP RESISTANT . ' AIR. THE BOTTOM (".STICK-ON" NOT ALLOWED) , AND FACTORY SOUND DEADE:_NING. (EXl+ral`INI,� STAIRCASE) PRIOR 1'0 17s':MOLITTON OF 1`I-Ik" i1` T �! ' IS INSTALL EBAT T INSULATION AROUND TUB FOR ADDITIONAL SOUND 1� S , .. FIRE= PROTECTION SYSTEM Ia 10 f�tEIMA•1'N 1N OPE_RAT•TON DURING . . OWNER AND 1'WE TOWN OF VA 1'L DE:PAR1"I�tLIVT'. `� BID ALTERNATE BRASS�OLBATH1 AND 11SHOWERPFITTIINIGS, WITH D1C•VER ERG TYPE ALL A ' :$ lLDlN;G` . CONSTRUCTION. COORDINATE: ALL SYSTEM SHUTDOWNS WITH THE r � "�► • aP0U1 , 3 GPM SHOWER HEAD, PRESSURE BALANCED SHOWER FITTING �'"*(� WITH INTEGRAL STOPS, AND POP UP WASTE AND OVERFLOW. PHASE ], CHROML PLATED CURTAIN ROD END F'LANGkS. AMERICAN STANDARD " -� "SALLM" 013x. 137 (RIGHT) 0137. 133 (LEFT) OR AWMATAGE/!;HANK:; rFjL- CONTRACTOR SHALL SU@MIT A ;SEPARATE. BID FOR THE FOLLOWING t'OFtC3 1'- cat;1 OR I: LJEf� "VLN1UltA" 1:1 UTVALt:iV1'. :iI-iC7Wt:E2/1'UE VIiLVL ALTERNATES t SHALL ,., (4131) i• i AD SHALL 6L S MMONG 1--215WX, 4-500- VAL.VE', ii4V,�4 7 VAIL' COLORADO ' r 1. ekD ALTgRNATE #1 SPRINKLER HEAD U�'GI�RU4 I)1 VL•=R 1'LFl �sM'GU1•, 4304) SHO)L L••_H A401, 6-ND 4-131-F-VP HC-AI] Ui� "'` :>LCIAEV Al::l'17h11a1-1 C E-ikEAD, ' UPGRADE SPRINKLER HEADS AS INDICATED IN THE SPRINKLE_( HL 1) SCHEDULE. 1' WH W21 b_y2 )NI ANTI-FREEZE, CAST BRASS, 3/4" HQC-. : L:NU WALL HYDRi kNT W,1_f`H VACUUM E:REAKER, LOO;;L 1` HANDLE:. WOUDFtIF2D 5 O 4 SMITH, WADE-, ZURW EEQUIVAL#:Nl . 'BIDDING IVOTts _. a„, •. , . • ` . ' COiVT'f�AL�'Of•? SHALL 1='k1QVIGE A BASE 51D WHICH SHALL INCLUDE ONLY - { SPECIFIED `EQUIPMENT OR EQUIPMENT L1S TED AS EQUIVALENT IN SPk CcIpl- CATIONS h.1S N7 ` F �,A Y SUBSTITUTIONZ FOR THE u T O I EQUIPMENT aALLOW`D TN THE BASE BID. THE ONTRACTORSHALi PROVIDL' THENECE - IN BASE BID TO TO ACCOMMODATL ANY CHANGES RE- t �1 f -"'lQ13LA••.0"Oii 1`H.e T NSl'ALLAT T ON 'OF ?'l'E•iE. LISTED EQUIVALENT •`T TkMS. THE : h"'L"G�1�iCI Ci3. ,DLS T WEG . TO SUBSTITUTE ANY EQUIPMENT T N E=NLACE UP' • • • • { - z .:xD' :QLJI1='EviENT OR LISTED Fr1,U]VALi<iVl'S, Z'HE CQN'TCONTRACTOR • + AL , TERNATE PR1gEE FOR LACH SUBSTTTUTLI) 1ITE:M. • M4 l .. A 4 i 29 • r � • r r fi 1 a - _ - "T +� 1 .. � r r i r i r • ,� • o= J i r r � !/ '�✓V 'rFLA�I I 73 KVA- 14P F .Z°�2'(� �� G1 Fw, �! X11 ! I�I•� '.6: �� �.I t..` I��I�G 1 w1.�G, 27 'ate �7 '1 r H , y `� 1071 tZ4l o�R,`i'S �c�•` F'G.2 ! F / �` of c oL,�4` '6 rI�,'l H w G d. F r MechanicaleElecincai / ` I' r< � BeiichfrwiA Plana Suole307 _ �Y I+� J _s L PO Box 5740.Avon Colorado 815,V - f 8f illf2PIEQ C98S0I1 d81S,ICC. 3b3-444.1191•1600.332-3259 CO Ont y H E ,� E O [ 24- * a a T row L. •! 4.1 1 N I f* 1' �,�I!y� �.Ici• �,c I,,� �G I• T I ! ,1 �1 21 ' GROUND FLOOR ELECTRICAL PLAN SECOND FLOOR ELECTRICAL PLAN c' A • U U U I4�ls <,,.a7i4t. :1GRr bisxp► ur"�T A� I� AT �7tw ✓'�141I �.DMp�F'10�1, or- -Xsl �1) d �M�� .l'�V� �`'� , UIJi �I1 ��I,(' I�1 I ` I I ! '�,Llylk, +h�('i►�1 I l -y l�Y P:�_�, %��� '� rl 317 # 2� f • �d)�ll�i1 �LE'� PPS .�, �. ,, ,.,_� r , o - - — - _ �l €F`tl - - ♦ � Y r .- "•_lr. �/�'-. . f• r„r` •�G `" /Q �., _:i X/a. `- ----+.�1 // yy An nr,lw,noc a+xt ar r,r,Pr.marer.t .7rcea•�[5*r+w.,^- .R,..;C�nB„r„pny ar!('�rrc•-,c ,^�••,,A r, • / ` A 24 -- A o r E E E E --- r WESTIN _ © _ 1 ^t' f /� r4 �O �` ,'[4, 0L1ZZF R ) , !_ \/ • PLAZA BUILDINQ hI °:.- PHASE I f aL ��� r I F 2 1I ? �i1YJ ��.QU� ' Gl L� '• R4'� (i b r '�I-��,LI 6�°-L �, G' �4L. 2� ? ,`a-� �I I 1 1i6� � I ,f ` i •1 �' ,� / I • L i 1 �fj i - - � - � V _�. 11 �? . J - , .. � L�1�V V�t/` �I� I� ��`• 1,/ 4• � a �t2 ti Inasmuch as design for remideling andfor ("A- � tr,FG ��, C� rehabilitation requires that certain condi"ptions, made • • R . G I r'a'y Dr..r�G ) 7 ,� I assumptions cannot be verified without i�i► ' L. f ✓ -- OIa � •- �h^ I_Ilpl"�C } dattr9yinq otherwise adagwa4b or the the Contractor that the , _ - _ ' I ,/ ,•� - �* her .h� �� l.G��.f w1V l/ 6_- - _ } `- or the Contractor that the Drofessional 9tr ! © {Fil1 �,Is,fsl+�i / contingencies. Field coordination consulting services herein encompass all � "M�, HeJ414� �h ZQi�( /� / I� J /d r during construction is imperative. :' f I �{� /-.�� Contractors bidding this work must make i f E�-1pF�, l�l � 1G1 tcnI G i9A ro � reasonable allowances for unforseen -� 4rt �./ �� contingencies. FIRST FLOOR ELECTRICAL PLAN f.,' F,, ��^ �Dr� ��I E. ���vrG� �LIr1. (,) 1 THIRD � � --- - ,h-�p , Ion'-i�- ry �s,• �,�' -1!�,. �. - — L � �,aN� i- I �6L� FLOOR ELECTRICAL PLAN w � . �rrr.�lil �� , �� 10✓r''f ©f2 +�.�: Ijlr��C./ GF.�, �� ,�►�I.. ► J`R.I' ' �..i ��R �I..�-+�r” ,ems�►-(��--G r>I�. l�s�•,[� l�h��-� `° �'� �D� � III I�(I✓Fi, V�.I�I F lsx4*G'� t•' • I�FJ�DG�--�E.G' FF�� dr 1. '�D�25 �O[JG,I-� - � r1 (2�`T�-(+� ,GU,) �"G. - �� Y � 25► lv��i�Ji�l=rte— E, 2 ■ 1 r --7 f L_ r C, r a fV ' I -;0#1 P Ire J RE O..y -moo K f,I•�ti• ►.r ,a•�!c1 G 14a:�_ '.: fi i i�` .G� CA '(C o6r. /t�.rOj�+ '!1l`1r' r�•�t•^ � f� '' L� � r I • GtaTtR • ,&h dAL$slI+i�.t. �ti �� _ r4p foe f-e-A,TE.'-y i,��*,•R �. �.. 'p " A_�n 2 t_r;" ' 1 ♦ s W �. H G'►�E. t d • �',.; .. �. ' �� �•. U.• Rt. sV .GG',l AE C7 • T I 9rF e��N Amt.• .,&--L 1"I � ,f�L...Ar'�� �jlf�er{J I P''��M� "W P'L.. 40 k'I4 t ffvf/'l L 0 �10 • ` � ��/ � `'Q%, ¢ice I IfG df-. �'t f✓ t�L F_1°�r .'^'' �h G 1'7E.'1' ' OIL•'!) \ s' 'F14 - 1 l_C. Rhr'aGI t -'' d M- 'K fJ' e.l'1 e, ice. for E K ( MechanlcallElectrical `� g r9ertchrr►alk Prlld SurlE30J G ,P -fir PQ Box 5740 Avorr Golotado 81620 G - i!►' K �r �.G, '1'O �PPL�r' 1�© �I~1H,.l. P �LIt r 1 �YIIQ <� .,P►,'r�,��Jr.�t 4'��1�' *'t. F'�6�� ��k71 ) SIP � � � �` ��•7 —� �` III�S�tu CN3�1f�lfSlf�. 303-949-rr r• - r�r1 4FWJ► !0 CL—VR �.1.;� GL.,A4f--f '� h-(,r. �t�!f Imo. r • � r � . 1 / s r aao332-3259co0MY H Cup G PGo aT 2 _ TH+ UNIT I I ; � • � .��' ID � 0 (� ro 56 - CURING , <� `, 6014 6T. / ,., � _ I ,�.�_.�.-• �.. .,�; . � lug � � � i4-- - .} !�%;/. ' _ , ;.f �I�I IIr�IT ��liT 'I: �►cl3 i1a STEPS, n ©POSEp � L�NDIN GI �9 EXIT Lam' rt �, fil9 �1Af.1 - 21 EX ROOF `y .� I PROP. TiMIP' El,4ER, EN IT i I - D oolk (-TNly / it) GuT Caw " N Ex IT �M I�C� ro�1�fLY 11*-M PORdZY -CROP C)S�o TItSt`• c `� 154-I&K4 E,N4 T alt IT S-rAjw 5 EY IT . XA r I ,�(a�, Q _ ' FOURTH FLOOR ELECTRICAL PLAN (TYP44,,L} PRO�os�D 'j�MPORAI-'/ - • � �� OF KCP05ED TF M PO RAR y �- f 12-S . � C 1 TO B L Al u �F/e/�^��.', �+ert1� __�y+/� - .II. /� [✓�5 f'�+♦} /� RX:—,K-44 c* 6,21D F J1 I 4 ht f Gxg "1 'fir YVVr� � I ' V 7 T",�"kE'Jr.bC WIMC•a / LI►rK I tX"J--INs $TtuR!� (TrrS Cx,7 1 T) sssttire c AS i•TULPn ! EXIT PM I•'1AiN BL LX- '� 0,ua ,Do -DJ ZJ W c-1 CbN-6 T j ' t i Jh Il II " — hILM1 �u-u.NENT Aw,ti �' ! CL,Rv H t�t,.11 w•(y GtfgK. TaJ :6Y-,A C.C. Ma f3LIfLI1J Gl CJuN S>: ,_f LX. Ex!T STAre up Ur of w I ElL QETwIL .P Ex. 6Cn-1NC l %%Vr-lt I; E%• uESTCcxx i 5 s t!''nL Cara.FLK. UJT mov o-t-p rrlw i t / F=-, II t A HL S'• rftl b(&MD tMT)C=w. w p , lr. GaCStI T ©r:r L ur r LX GL:TIa L I I i I r PC -30 -1 Fx• TEL WIuv (/; T I 4 I ' A I . • �' �� - - Ary{N�I4.1r]f4'h,tl@'��3.lIE�.�dtl(�d,ifla hptQ+nr;'N,4t�14ie'PrP A'9�a.if�tl..n .... +• Wth" L kC—b • t II � I -1 s , _ -- — -,� .• I I ?- - _; _, • a I r�l .�--5 ,�1� r-1 ,�--z a•-�— n� :,� ! PLAZA B I � L®INS • / - i, h �..ac�uRCa+ I /'Fc+ul: Gvt.-,..+GrN: �fJ/J . #� .1. • � II .I . L,jr+;1UG;KoNI4 � TJ tiLY/1.,,11. J.:. PHASE I r �� II y,-1 C•c) 1/,G ei� f , �• .� I I �r�• u_� ., 4.__. ' I 12°'.I�' �/ I._r� ��// r,WQ t--, ¢• � t•- � �/]�— r �_ /�+ 'TMv GI�fJ'rJ r.=Vr71. '.IG'`s='!� �,,�r��.T. �' - 7•-- &D DI TON i _�— I � `� - Tom^r..L•nc.� s -- � �.. ` �( L-�__ WALL_ ` I tY LI-TA6 T, 42-1 I�I �t [YTJ►I4 1 Inasmuch as design for remodeling and/or f fC.7C,7-J i;' / rehabilitatfOn requires that certain e ' COX ASPEN 72&E5 y i PKLsi %,t� T�cr�� RrrzY assumptions be made regarding existing TJ �> N �_' 5r KvEh�ti. rT A T T f ELECTRIC-AL PLAN cpndiptions and otcbe v some of i thou i �_ -- r•itri-'I i Assumptions cannot be verified without d•atreyfn •(h•n.1ai adequ•t• or F& -,W aDK t i the fnglnager cannot assure the the Owner Fa�rt;ll i~LC2yC.s ' � - serv4ctabie portions of the building. or lhr Contractor that the professional ' _ �f F-W-•!,O�p Consulting services herein encompass all contingencies. Field coordination during construction is imperative. Contractors bidding this work .rust make reasonable allowances for unforseen contingencies. E2w2 A ► � r r r • r r • r • r • ,r • • •a.aa•• .• srt . 4 a ONE v .x I ©l�l ui .o .,• •r•QNAL 4 OF G 4%� MechanicaIlElecrocal 'O_ Riu 8er+clunarA Plaza.St�rte,�l7 Y Pa Box R40 Avon Colorado 8W0 1, ► Engineering Conseltants,Inc. 303-949.1191.v X)-av-vsco only v ! Vill I I + II M — i l J . + k. *0 1 A, A 1 , TYPICAL B, 131 , THIRD FLOOR E4 FOURTH FLOOR S FOURTH FLOOR GUESTROOM ELECTRICAL GUESTROOM ELECTRICAL GUESTROOM ELECTRICAL GUE.-S. TROOM ELECTRICAL i \~f <> ` R p Qs� ' _ - c ,. <1 C> r t44 � + ( I M jj=. Dili f © WESTIN PLAZA BUILDING PHASE I A2 TYPICAL CORNER Ell E2 E3 FOURTH FLQQR. T FOURTH FLOOR GUESTROOM ELECTRICAL GUESTROOM ELECTRICAL C 1 GUESTROOM E T S ROOM 'ELECTRICAL . . . . _5 -0 E3 . 1 t. f .r • 611071 sA 96chanical/Electrlcal © Benchmark Plaza.Suite 307 Po Box 5740 Avon.Colorado 81620 fyllr�llq Cr�srlta�ls;��L'. 303.9491191.1 800-,W.3259CO only Hip, Y A f � A I 1 A 2 �r pi's �410r► ' 1 `'1c?' , ' �1�/ ►p .�.+.�i � *rt �, Bt �'U �p .d�5 +412. ' t„1, e'd Az"4.) LOpl- ' ►� - �a e A • A A A A A7- A A A LRV, 7'R A � 'may` _pG g• 3• � � - • a4' D y z J t FIRST FLOOR HOSPITALITY SUITES - -tELECTRICAL ` WESTIN PLAZA BUILDING PHASE r � 87 00 3 3-3-87 iIs E3m2 ELECTRICALSYMBOLS F= I X _1r U FR E�: E:; E:ID U L_F= na:wl ( E_: E;C�"U_ E31jL_kH 140 11 �,UHSLkIPTS ARE ADDED TO SYMBL T,O 1)(4011- SPECIAL VAkIAl loic, ill KEY F74XTURE TYPE INSTALLATION MANFACTURER CATAL0133IJE NO FINISH NIL LAMP NO VOLTS NOTES � EY PIFG NAME NFG NO. PLATE NO. NOIES CIRCUIT DESC. NO. P CP LOAD LOAD CS P NO. CIRCUIT DESC. EQUIPMENT (I.E.$K DENOTES A KEY OPERATED SWIli SYMBOLS ARE GENERAL AND MAY OR MAY NOT BE FOUND 014 EACH DRAWING. 11:2111 INCANDESCENT RECESSED CEILING CAPRI RL150X-RL41 STD 1 75A19 1210 NONE LEVITON 5501- I El 6 00 1 NONE HEATING 5 C 1 3760 22547 125-3 C 6 SUB FEED LPGA STD 7 E_=: FLUORESCENT SEE ARCH. LTTHGNIA S1401'20ES, STD I F40/WW/WM 120 NONE HEATING 13 A 20-1 3760 0 20-1 A 14 SPARE HEATING 15 S 20-1 2256 439B 2121-1 B 16 HEATING BRANCH CIRCUIT PANEL - SURFACE $0 LEVITON 6011300 W/DEVICE 800W D I MMER HEAT I NG 17 C 20-1 4136 0 0 C 18 SPACE 1= FLUORESCENT SURF�7,CE CEILING LITHONIA C2401 20 STD 7' F140/WW 110 NONE SPARE 19 A 20-1 10 0 0 A 20 SPACE CONDUIT UR WIRE RUN, CONCEALED IN WALL OR CEILING $T NUTONE VS-66 W/DEV I CE COND. I JMER/SF' SW. SPARE 21 B 230-1 0 0 0 B 22 SPACE 'CONDUIT OR WIRE RUN, CONCEALED IN FLOOR OR UNDER15ROUND FLUORESCENT SURFACE WALL LITHONIA W'2 4 0 122 0 E S STD 2 F40/WW/Wr0 1 0 NONE LEVITON 52522-1 B6,003 NQNF 4p* I %I SiTt: CONDUIT OR.WIRE RUN. EXPOSED ff HEAT/LI6HT- RECESSED CEILING BROAN I E 130 CHROME 2 2'50 1 R/ 1950 R 1 0 NONE 4L:-D NUMBER OF HOT CONDUCTORS LEVITION 5251-1 86004 NONE. = 1 G71 �K HEAT RECESSED CEILING FIROAN 161 CHROME I 250IR 120 NONE PHASE 8 - 40896 7' NUMBER OF GROUND CONDUCTORS M INCANDESCENT RECESSED WALL HALO H-29ZOT STD I 25AIS 120 NONE LEVITION 6599-1 6199-V NONE TOTAL LOAD- 117773 OF C W, CONDUIT TURNING DOWN Na ALLOW *Iiala,�FtxT PANELbUARD DESCRIPTION; GE TYPE NHB FLEXIBLE METALLIC CONDIT p INCANDESCENT PENDANT CEILING NONE NONE NONE 0 MAX 121211w STEELCITY 4-SQUARE COAX CONN. IV OUILET ( IVORY) 277 / 480 VOLT, 3 PHASE, MechanicallElectrical 4 WIRE =5 bUS WITH 2-5 MAIN LUGS, SURFACE MOUNTED, Befichilide k tyala.Suite 307 t-V- LOW VOLTAGE WIRING F;Z INCANDESCENT SURFACE CEILING NONE NONE NONE 0 MAX 745W 12 0 ALLOW $75/FIXT Z� !;TFELrITY 4 -S(JLJARE 11141ill 74-1 1 1 FVI TON I t.LEF*l10NF NEMA I &INSTRUCTION 100100 A. I.C. , SPARE CIRCUIT BREAll,ERG 20AMP-11" PO 80.%5740.Avon.Colorado 81620 PLUG MOLD U INCANDESCENT SURFACE WALL CHAS LOOMIS STD I -*,0 1 1 L )6ol El 1114 C 15 1(IN Ml h I I I L L 11 - in NONI I 'OV F 1110 1 0C I L L JUNCTION BOX L_j INCANDESCENT SURFACE CEILING NONE NONE NnNE t 100114 MAX 1 :0 nLLOW 07'5/F I X T UENEkAt- ULLI. CIR101 AS F&QD MANOAL MUTDR STARTER E31- CLOCK OUTLET x INCANDESCENT SURFACE WALL NONE NONE NONE 1 161111111111 MAX 1.7 la ALLUW DUPLEX CONVENIENCE OUTLLI IT U1411. N()NF N(11\IF- DUPLEX CONVENIENCE' OUTLET - ABOVE COUNTER z INCANDESCENT SURFACE WALL NONE NONE NONE I leaw MAX 12 1A ALLOW $75/PtIXT ME III i LU I 1 0- w FT LL LIj 17- DUPLEX CONVENIENCE OUTLET - GROUND FAULT INIERuPTER �_j L) U FT-INDICATES ALL ELECTRICAL EQUIPMENT BEYOND THIS OUTLET TO X 6':4 EXIT AS NOTED DEV I NF up I :0nWGI FRONZE .4 W/FIXT I �o APRDWq nS NOTED ND T t I VE R I F Y DFV I LL AND F'LATE COLOR W I I I I ARCHI ILET I'R I OR 10 1 NISTALLAT I ON J _j Lai w C FIXTURE "U" CHARLES LOOMIS, 11815 124TH AVENUE. N. E. KURTLAND, WA 980111 ( 201b )923-4-)60 TELEPHONE OUTLET - FIOOR :D _j ::1 00 INCANDESCENT FIXTURE, RECESSED - CEILING LIGHTS & COS 19 A �20-1 16635 1 IDL?5 I iiii .:ki L I UH I S I. LUS LIGHTS & COS 19 A ZO-1 11635 1 L495 20-1 A _314 I ililitti & COS U) Ld C� z a: Lij CCI ILLI LL :D FLUORESCENT FIXTURE, SURFACE MOUNTED - CEILING III C. 36 SPACE LIGHTS S5 C I I kin 7 giffloolo I C 36 LOGGIA LIGHIS I WUW/F I ICE f-I (1 01 J ,)., :> a a w z z FLUORESCENT FIXTURE. RECESSED - CEILING SPACE 39 8 0 0 0 20-1 tj 40 SF'ARE CL 10- z a: T� C4 — FLUORESCENT FIXTURE, WALL MOUNTED z Lr4 �n w Q M CE 40 POLE MOUNTED FIXTURE(S) PHASE C - 22547 01 T z x iT_ w w EMERGENCY LIGHT WITH BATTERY PACK TOTAL LOAD- 70323 PHASE E0 - 12890 Z I 0� i-i $ SINGLE POLE SWITCH NEMA I CONSTRUCTION 10000 A. I.L. SPARE. CIPUUI T 20AMli I F- PANELBOARD DESCRIPTIONS BE TYPE NLTQ 0 r, a _j a _T 7 :C 4 WIRE, 225 BUS WIT1`1 225 MAIN LUGS. SURFACE MOUNTED, t3 3-WAY SWITCH $4 4-WAY SWITCH $T TIMER SWITCH 2- q10 R SWITCH Willi PILOT LIGHT A R4A. I 1 1 414 4 $K KEY OPERATED SWITCH 1-39 9 4ti 8310iiiJ DIMMER FOR LOW VOLTAGE SYSTEM MANUAL K)TOR STARTING SWITCH Sm D 30A NON-FUSIBLE SAFETY SWITCH (SIZE INDICATED) L= D-VIFN FJSIBLE SAFETY SWITCH (SIZE AND FUSE INDICATED) 1 7- MAGNETIC MOTOR SWITCH 1,242 MAGNETIC CONTACTOR TIME CLOCK INTERC014 OUTLET ID F21 MICROPHONE OUTLET (D SPEAKER OUTLET CHIME Al A 0 THERMOSTAT ELECTRIC UNIT HEATER ELECTRIC BASEBOARD HEATER 1p onseni of the arc, SPEAKER 0 1 ,1,- r PLAZA BUILDING ID JoNIJAIJON lu RfMDTV INDICATOR LIGHT TIRE ALARM CONTROL PANEL 0� POWER DISTRIBUTION R! SER DIAGRAM lit T17 I k__ LFr 44T E4 ., 1