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HomeMy WebLinkAboutVail Village Filing 2 Lot E & F (7) M Design 1 10 DRESS TOIL ROOM Architecture Engineering Planning READ ER HLM Design USA, Inc. STORAGE MR I NURSE MAMMO Suite 2750 sw I TCHBD OFF I E 707 17th Street /MA:L 0 0 Denver, Colorado 80202-3427 ❑❑ NUCLEAR WERK 303.299.9041 MEDICINE FILE RM EXAM OFF I CE � ❑F�'I CE 1-1 ROOM R E G I S T R A T I❑N ❑❑ MGR. � J E Charlotte Iowa City 0 0 1978 Chicago Orlando E E Philadelphia Denver 1978 ® ® ® ® �.— -- ! '—��� .-i ® ® ® Washington San Francisco .. .. .. Atlanta London E H H 1971 T Dallas ® 'P L❑BB1T 'P ULTRA 102 CT RMECH. K OOM 1978 E �. SOUND CU SCAN p J ect na me/owner's name 136 0 131 F139 AMBULATORY H � . �—I . TRENCH = ---- \- •' j •y L, SURGERY / ❑PR CDNSDLE - -� WOMEN'S STORAGE WAIT 138 Vail OPEN T❑ 134 135 CT ❑ AB❑V E ®— 1978 CENTER Valley 133 Medical H H :.........:. .....:.:..: . .....® ..:.......::.......:. ...............w. C: Center GIFT SHOP 1971 DR. DR o CORRIDOR project number LOUNGE L❑UNGE 107 108 109 129 a 980071 .04 OFFICE consultants/construction managers 0 RECLINER NURSERY MECH RECOVERY MECHANICAL & ELECTRICAL: � ISO NU SERY 113 130 101 MKK T❑I L. T❑I L, o STdR, S TOR. NURSERY RK Consulting Engineers, Inc. 110 111 118 CLOSE T 7350 E.Progms Place, Suite 100 J ¢ 11 - WA Englewood,CO 80111 ® H im H o H H TO I L. 10 Fax:(303)0200 C 1 ® o ® ❑ 114_® CRASH I L CONSTRUCTION MANAGER:T JANITOR CART 7-A The Beck Group C❑R A I D D R R E D CORRIDOR LABOR 100 Technology Drive Suite 315 ROOM C❑M 186 128 R❑❑M #3 REC❑VERY Broomfield,CO 80021 114- 116 114 117 0 (303)466-9665 Fax: (303)466-9667 TELCDM 123 171 CLEAN-J F OWNERS REPRESENTATIVE: STAFF CLEAN NURSE 1 14 Western Skies, Inc. LDUNGE STATION UTILITY 3400 E, Bayaud Avenue 18 6 125 P NURSE RECOVERY 0 Denver,Colorado 80209 �® S❑IL TUB RM ® STATION 118 (3x3)320 77.9924 1971 124 � 121 119 115 0 STRUCTURAL: (ICE LINEN Bierbach 7a Consulting Engineers THERAPY S T❑R. ! 5707 West 6th Ave. R❑❑M T -4 � Denver, 03 2330838214 C❑RR DOR TOILE SHOWER �P P SCRU= Fax:(303)233.0516 100 100 1.9 E THE X71 ® H OIL' H OIL 1 -A SPEC, R❑❑M - ® PROCEDURE ❑ 'o � � � !, R1-6 SUB. INTERIOR DESIGN: PDST. POST T R 1 6€ Gallun- Snow THERAP RAD MED. PARTUM PARTUM M ROOM 1553 Platte Street Suite 201 R❑❑ E #3 DIRECTOR 10 6 10 5 10 4 10 3 10 2 Denver,Colorado 80202 978 (303)433-9500 L D R Fax: (303)433-5624 101 seal/signature �r�,......�. T 1 .s R❑❑ E Q E �� Og 1971 1978 ��• 3 5 1 4 . (DT pill -.ss10NALF� l (Dy OT H a—I --•.,,..�� nIVG� issued for — CONSTRUCTION •..................................-....x...... • .. ..r..................... ... item date t CD COMPLETION PACKAGE 10-15-01 F ADDENDUM NO. 2 11-02-01 - — — — 11-13-01 3.......3...3.3, :' ' _ ADDENDUM NO 3 H i A. S. T. NO. 1 11-16-01 `\ A. S. T. NO. 2 12-0S-01 -- — — — 8 E 9 E 1 E 2 E 3 E, 4^E U197 4AE 5 E 80E 6 E tl E A• s. r. ti0. s 1 86 1 86 1971 1971 1971 1971 1971 1971 1978 1971 1 CE 9 E 1986 Y 00 drawn by CNfP checked by JAS w i LO NORTH PARTIAL FIRST FLOOR SYSTEMS PLAN GENERAL NOTES: a. SCALE: 1/s 1 0 8, a �, 5, 1. THESE DRAWINGS ARE DIAGRAMMATIC— REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ALL OUTLETS, EQUIPMENT, AND OTHER ELECTRICAL DEVICES. Q U FLAG NOTES TH I S SH EET: O sheet title w �. NOT USED. FIRST FLOOR 0 SYSTEMS CL file name: of po Bet number id a o E2001 M 0 HIM Design Architecture Engineering 13A I M HLM Design USA, Inc. Planning WAIT IN[] PHARMACY MECH. ELECT, I Suite 2750 8035 10 8301 2401 2008 1 2007 707 17th Street F A C E G H 303.299.9041 EXAM 80202-3427 EXAM PED. TOILET 2304 GENERAL NOTES: Charlotte Iowa City 2038 15 OFFICE Chicago Orlando 2037 1 2303 1. THESE DRAWINGS ARE DIAGRAMMATIC— REFER TO ARCHITECTURAL DRAWINGS Philadelphia Denver FOR EXACT LOCATIONS OF ALL OUTLETS, EQUIPMENT, AND OTHER ELECTRICAL Washington San Francisco DEVICES. ICII H Atlanta London 2. BELOW THE SECOND FLOOR CONCRETE SLAB THERE IS A CRAWLSPACE THAT Dallas SHALL BE CALLED THE "INTERSTITIAL SPACE". PROVIDE THERMAL DETECTORS 7 ® RR I D❑R MOUNTED TO TOP OF THE INTERSTITIAL SPACE STRUCTURE. DETECTORS �p BALCONY SHALL BE SPACED ON 30'-0" CENTERS AND SHALL COVER THE ENTIRE project aame/owner'a name 273 9 P 274 P INTERSTITIAL SPACE AREA. COORDINATE DETECTOR LAYOUT WITH STRUCTURAL PE AMBULATORY 20 T❑ILET NCAP 7 COMPONENTS. 2039 15 TT9 BOILER ROOM/ SURGERY / C "EH2E PUMP R1]pM WOMEN'S Vail G E 6 , 276 IT FLAG NOTES THIS SHEET, ]986 "E 1. PROVIDE (3) 4" FIRESTOPPED CONDUIT SLEEVES THROUGH CONCRETE FLOOR CENTER valley Op �LEC SLAB. SLEEVES SHALL EXTEND 1 MINIMUM ABOVE AND BELOW FLOOR. . 275 Medical 6 ❑ ' : ❑ UB-1 3,� 6 2. PROVIDE NURSE CALL CONNECTIONS TO BED AND HEADWALL UNIT. COORDINATE Center U I PME :: C �•, / EXACT REQUIREMENTS WfTH NURSE CALL SUPPLIER AND HEADWALL MANUFACTURER P❑ST x PEST F I CE STORAGE PARTUM 1 '� PARTUM 2 PARTUM 3 �` .•' PARTUM PRIOR TO WORK. ES I L ........ 0 41 1 2 7 2 .. .. 4 .. 4 4 .. 4 " ' _�' project number : �e 042 16 232 2 P-7 234 2 2 235 ............ 3. PROVIDE AUXILIARY CONTACTS AND CONTROL CONNECTION FROM PHOTOELECTRIC 3 3 YI,:,2 3 6 '' ' 950071 .04 ......... 6 g. _.<» 3 3 3 LEAN ; ; DETECTOR IN PATIENT ROOM TO ACTIVATE NURSE CALL ALARM IN THE EVENT M. RE:MECH, ........ ;;J,, :` ;��? FlRE ALARM RISER DIAGRAM", 35 P 043 24 Pa ♦48 Z ; ' " +48" Z+48" :.............J S .0 , FORM INFORMATION. HEFT E4 ORE INFORMA �, 72 Z C❑R R I D O R T❑ILET �,, consultants/construction managers TOILET LET -;'; �.................. K 4. MOUNT NURSE CALL DEVICE IN HEADWALL.. COORDINATE EXACT REQUIREMENTS 271 � sa X32-A 5 5 J.f�rr*�, �Sy . , 234-A J I �• T k.. r' t ik, 5 5 �. WITH HEADWALL SUPPLIER PRIOR TO WORK. MECHANICAL & ELECTRICAL: 1x11111,. TOILET TOILET R , V E R Y " 5. PROVIDE DATA OUTLET FOR MONITOR WIRING. ® 235-A z +54 I Consulting Engineers, Inc. ''' :T _ ' 6 Suite EH2E-3 �r. 833 A ..... 26£- ................ E.Progress .., � PROVIDE RECESSED OUTLET BOX FOR TELEVISION CONTROL WIRING. THE 7350E Place, S 100 RC —� / 0 (CONDUIT, PULL WIRE, ETC.) SHALL BE Englewood,660 80111 • ••' REQUIREMENTS FOR THE OUTLET BOX CO �e°3'xi.4i ., ...-..; ,.,.,, ... ..' THE SAME AS FOR A DATA OUTLET. ( )72 °'" S Fax: (303)721.0200 a3P-❑RR I DO e T © 269 7. DEVICE SHALL BE MOUNTED IN UPPER RECESSED WALL. RE: ARCHITECTURAL CONSTRUCTION MANAGER: .:............................................. .......................-.............................................. .... C ........ DRAWINGS .. .. �.. �3.. .. P p P P The Beck Group F I CE f CORRIDOR O JAN 8. PROVIDE JUNCTION BOX FOR POWER CONNECTION TO OVERHEAD SMOKE 0 4 5 6 r': ': i 100 Technology Drive Suite 315 "P 241 ® ® 268 ® � SHIELD, CIRCUIT AS SHOWN. RE: "TYPICAL ELEVATOR LOBBY OVERHEAD SMOKE Broomfield,CO 80021 g 8 `; SUB STE I LE SHIELD WIRING DIAGRAM", AND "FIRE ALARM RISER DIAGRAM", SHEET E4.06, (303)466-9665 LOBBY Q 267 FOR MORE INFORMATION. Fax: (303)466.9667 Fr. •. ..... ......... E209 30 ❑ •-I. . 9• OWNERS REPRESENTATIVE: 1 ® •• •' '��� �.� PROVIDE SMOKE DETECTOR WITH NORMALLY OPEN AUXILIARY CONTACT FOR — AND Inc. •, 247 '^ � CONNECTION TO OVERHEAD SMOKE CURTAIN. ALSO, PROVIDE HARDWARE A Western Skies Inc . LE EN' S PROGRAMMING NECESSARY TO INITIATE ELEVATOR RECALL RE: "TYPICAL 3400 E.Ha audAvenue H 0 FIRE �' ALARM ER LOBBY DIAGRAM"OVERHEAD SMOKE MORE INFORMATION. Na101 So2o9 , I T ;;�f• Colorado 9 ', NURSERYF'O - 854 : OCKER ER Denver,03 t HOLDING f . s:N.,• .... '�'I CE � ;; •:. . 828 ' ...� �:$ Y,', ..; ' Fax: (303)377-9924 k; .. . 10. INTERCOM SYSTEM BY OTHERS. GE STRUCTURAL' 8 C 7 E .. C❑N E $ N C E 2 �W E R U T I L T Y J. ,f 11. PROVIDE 1.5 KVA 277-12OV, 10 TRANSFORMER WITH A 15A1 P ENCLOSED CIRCUIT Bierbach 8 La'\E ' -yam '. ' ' .'i•' •' ,,, 248 °• '' � ''' ' ' � 255 � J BREAKER ON THE SECONDARY SIDE OF THE TRANSFORMER. MOUNT BOTH ABOVE E E R Consulting Engineers f �,;;;, >M `,ti; .� ACCESSIBLE CEILING. : _ (� _ �. ., I S�1LAT I ON ,�"� 12. —0 OF SKYLIGHT PEAK. COORDINATE WITH Denver,CO 80214 LOBBY -� NT DETECTOR WITHIN 3' •I " 245x'' i"0 t� 1 ! ARCHITECTURAL DRAWINGS. (3 3)2 270 ....................... Fax; 303 233-0516 © • sJ'tssxe:,f "tw ,aa r.Y, t,us; a TOILET ® ( ) j '.. z �, ! ��` 7 '. . 6 .� SHOWER C T' : T :.... F V FA f� .s E:;:... T. �] ® �:.:% cORRI ® 261 Gap a ..-M, ..... TOILET ;ST QR '' ,, , _ ::1 - * I 841 A _ 4 3 PASSAGE 0 E 217 - INTERIOR DESIGN: TOILET C8❑RRID❑R C D I c T op G G Op G ® Gallun- Snow E 21 1 - -r r Deaver Colorado 80202 01 (303)433-9500 7CLEAN °'❑I LET STOR, Fax: (303)433-5624 E218 - G 36-A ? ST❑R w<Xr P STOR P 239 ` Op seaVsignature ...., _T P; 238 P i �t .........� p P ,h".,x [�AT/j a�XIS 'K"X„1 TA .. ANT :;- . �• ' � •� E E219 - . ' ' ,:.' ......W T T T❑I T T C�`: � L� ope •�-; � ET 228 A 230 A TDIL �� Q�► y r i ..I +48" '' +48" +� 5 5 +� 1 --03 I. c U. I. c, J. wAx: . G � r Y, E223 22 E220 1 S ' " ;...... r.� i ; ''. ��{, ' ' 3 5 3 3 3 3 3 5 ...... issued for �� 5 5 .................a 2 2 :' .......... 2 2 ; ' f.......f:... i... r. ,... ,.:�. �....,. .... E t..}... ` ..a.... CONSTRUCTION TOILE TOILET ;; " ; ` 4 : a , : /� a: R , i 11 ;�. , •_..-. ,.� ,.. ..� � LDR:F.:....1.. ,-.. .. ..k.. _ D.RP....:2 LD .P......3.. ..... E LD ,P 4 LDf3P....S........�...1..� LDRP 6 LDRP 7...................%.....�. E822 18 1221 18 � ,,, �.,:,. ... x.�:. :�aa�,� ..... f -' .:::,..� •, .... ¢..; •• .....J i..: 225 226 227 228 229 830 83.1 date A E I .,.' _••�-- r�-'-•� u .. '' ,, `` :�, CD COMPLETION PACKAGE 1d-15-01 i 'J .'j'". -t ','i,)r �k'i' - •','3: r`r. '. � i ` ;i..,F .J'•� .�•.. . .,d' { . i,y = r. .; �_,: . , 't•`' .::.i ,;:> ADDENDUM NO. 2 11-02-01 M1 :, r` :' ADDEND NO. 3 'y iJ7VI . . .:.::.. . t: 1 A. S. I. NO. 1 11-16-01 A. S. I. NO. 2 12-05-01 j 1 A. S. I. NO. 3 12-21-01 11 as 1 E E I 8 E B 9 D E 1986 ]986 Q Y NORTH r SECOND FLOOR SYSTEMS PLAN 00 drawn by CMP SCALE: 1/8" 1'-0" C 8 0 81 16' checked by JAS a 0 _ U 0 CL U sheet title z SECOND FLOOR w 0 SYSTEMS PLAN N file name: E202 sheet number W Q g E2 ,902 CO 0 Design Architecture Engineering i 1 t HLM Design USA,Inc. Planning �uB Suite 2750 'r E R I L E I ' 707 7th Street E X 1S T T 1 N [ Denver, Colorado 80202-3427 I R ❑ ❑ F BEL ❑ W 303.299.9041 I L GENERAL NOTES: Charlotte Iowa City Chicago Orlando Philadelphia Denver OBSERV 1. THESE DRAWINGS ARE DIAGRAMMATIC— REFER TO ARCHITECTURAL DRAWINGS Washington San Francisco FOR EXACT LOCATIONS OF ALL OUTLETS, EQUIPMENT, AND OTHER ELECTRICAL Atlanta London 3�3e 1 DEVICES. Dallas 33 1 ! project name/owner's name AMBULATORY FLAG NQIES THIS SHEET: 0 SURGERY / 1. PROVIDE JUNCTION BOX FOR POWER CONNECTION TO OVERHEAD SMOKE SHIELD WOMEN'S CIRCUIT AS SHOWN. REFER TO TYPICAL ELEVATOR LOBBY OVERHEAD SMOKE Vail 7 SHIELD WIRING DIAGRAM', AND 'FIRE ALARM RISER DIAGRAM', SHEET E4.06 CENTER ... .......... 4 FOR MORE INFORMATION. Valley .,. • 2. MOUNT DEVICE BELOW COUNTER IN CASEWORK. COORDINATE WITH CASEWORK 2 �....... .......... G E SUPPLIER PRIOR TO WORK. ROUTE CONDUIT BELOW AND THROUGH FLOOR Center `` 1 gs6 SLAB. PROVIDE 2 HOUR FIRESTOPPING AROUND CONDUIT AT FLOOR PENETRATION. ❑ 9 >�: '� 3. JUNCTION BOX FOR SPEAKER SYSTEM JACK RE: "0 R K E R S ,. •• � ® •- .•. project number 3� C PROVIDE SYSTEM DETAIL", THIS SHEET, FOR MORE INFORMATION. LEUNOE H ; .. ' 72" ;: S R �.�- 4 >tR ; , 326- !r•..'}�` : _ � 3039 1 S ST�r��S,�-�,�`. EM ` �. 4. PROVIDE HIGH—QUALITY, FLUSH CEILING—MOUNTED SPEAKER AND WIRING. 950071 .0 SR KE S LEUri ® C E : �r E E E RE: O.R. SOUND SYSTEM DETAIL", THIS SHEET, FOR MORE INFORMATION. ® CA 1486 WOMEN'S 34 _3 327 r 1 5. PROVIDE (3) 4" FIRESTOPPED CONDUIT SLEEVES THROUGH CONCRETE FLOOR consultantalconstruction managers ° Q LECK�RS Wrsi L r 3 3 4 SLAB. SLEEVES SHALL EXTEND 1" MINIMUM ABOVE AND BELOW FLOOR. MECHANICAL & ELECTRICAL: 342 IL I _ T s�.:._ 342-A W `i' - -4�, 6. PROVIDE DUCT SMOKE DETECTOR IN SUPPLY DUCT FROM RTU-1. RE: M�K__U�f r 1E_,.., MECHANICAL DRAWINGS FOR EXACT LOCATION. Consulting Engineers, Inc. ~� +60" +54" +54�`:: = : "WA.(t, xM,:i� 7350 E.Progress Place, Suite 100 C 24 +24 ; ��'' � ; � ��• 7. PROVIDE SMOKE DETECTOR WITH NORMALLY OPEN AUXILIARY CONTACT ...... ..:...... 80111 ....:, �,•, . ..........: Englewood,CO w CORK �' •.J' . �. FOR CONNEC110N TO OVERHEAQ SMOKE CURTAIN. ALSO, PROVIDE (303)721-6600 48 • HARDWARE AND PROGRAMMING NECESSARY TO INITIATE ELEVATOR RECALL Fax: (303)72I.0200 ®EH2E-7 EH2E-5 ® ®o, CER�op P Op ® OR Op ® REFER TO "TYPICAL ELEVATOR LOBBY OVERHEAD SMOKE SHIELD WIRING CONSTRUCTION MANAGER: ® Q Pc; 3 Q Q 9,11 :s..•.-••-:, ........-, --.--.. ..... DIAGRAM , AND FIRE ALARM RISER DIAGRAM , SHEET E4.06, FOR MORE he Beck Group Op ,f C INFORMATION. ❑ A S "F,, H «. " H ® 5 100 Tecbnology Drive Suite 315 T T +54" 8. PANEL !S LOCATED IN THE SECOND FLOOR ELECTRICAL ROOM 275. RE: PATH rr w " " Broomfield,CO 80021 K IO4 ->.•. 2; ••-• SECOND FLOOR SYSTEMS PLAN , SHEET 2.02 FOR LOCATION. H O I N ... 1 1 S( D II w ;' 30 466.966 UL F 303)466-9667 328 AZ .. ;: P TO ' " 9. PROVIDE DATA CONNECTION TO CEILING MOUNTED ORBITER ASSEMBLY. ....... ........I El ASSEMBLY SHALL BE PROVIDED BY OWNER AND WIRED BY ELECTRICAL n 321 k?IU.K P ® 3 %� P 3 + "`'-, �� •;w%+60 CONTRACTOR. COORDINATE EXACT REQUIREMENTS WITH GENERAL Western Skies, Inc.OWNERS REPRESENTATIVE: K EL E -- "a�'' r.F'N r '_ ''�' 3400 E.Hayaud Avenue DR I , Y ........ �, -- - -..-. 1� � � O R #8 4 Denver,Colorado 80209 LO y1 X41 i 10. PROVIDE CEILING—MOUNTED REMOTE PILOT LIGHT/ TEST SWITCH FOR DUCT 303 320-1010 3026 1 7 IIS J AR:LE DECON �' 340; ( ) 1 322 > SMOKE DETECTOR. LABEL COVERPLATE RTU-1 SUPPLY. Fax: (303)377-9924 MIN OrR ® ... ' 329 — w LOBBY i r�.tr :'':'..: PRE tRE I 11. PROVIDE 1.5 KVA 277 120V, 1� TRANSFORMER WITH A 15A1P ENCLOSED CIRCUIT STRUCTURAL: q; 320 ° II THE SECONDARY SIDE OF THE TRANSFORMER. MOUNT BOTH ABOVE 336, t a.r BREAKER ON Bierbach _L E C E M 7 �. •. ACCESSIBLE CEILING. 1 E M "'TER. OP 3; Consulting Engineers TI 1 1 aacila, ,� 5707 West 6th Ave. CART CARF E ...... ....... Dover,CO 38214 `fr ( 33- Fax: (303)233-0516 4 E9$6 CORRIDOR C C 5 304 1 CORK Op 11 31 "P ® cL ® 11 PAR ( , C ART) � ® 319 � � -r � cvi F � H ............. PCB' ' 4 P +4 S E L F INTERIOR DESIGN: ............ ; t, � .., • UT LIT I P: E I 31 BELDEN #620OVE SPEAKER WIRE Gallup - Snow . Ll C U Platte 1 I � 1553 P Street Suite 20 M 1'Iwo Deaver,Colorado 80202 :::�::::: ;I....... :: EXAM Y.. WAIT %:::::x �... f,1,-:;..... :.:.:.::.., :.::::::::.r 5- ............. 3052 1 300 i ! . ® f�:%:::::r , � (� Fax 433-5624 .� (3 )433-9500 3 3 4 `Y CONDUIT JBL 6.5 2—WAY VENTED CEILING sea.1/signature C E R R ® 6 Op TO ABOVE SPEAKER WITH BACKCAN, GRILLE, �® 313 / ACCESSIBLE SUPPORT PLATE AND TILE RAILS i'' d �SSAGE ""'; D JBL 26C/CT, OR ENGINEER— +` •.••••• - CEILING. �+ �o 764 1 ti= � n„ APPROVED EQUAL PROVIDE e �:' •° ❑ ! ' BUSHING • ��. • - .... O E ON END. ' Q: i! a.. .. .,y1.4�: j �i ® ACU Z P STAIR 1kg� r ,,. O ......... :: • .....•• EXAM f¢ `� 'i's s"`�'' I.! 2 0 5- g F 31 4w SQUARE RECESSED su/v1TAt���ISO �;ti F 5 ,..... �, O 2 !Ei �W€ 30 3 1 ........� `, �': OUR ,� . '.J..��s.� ° OUTLET BOX WITH L_J,. ... ..... w.............. EWE "'' :r.: j ....' (2) RCA CONNECTORS { ® "`'i [IRK #2 ICE T O �Y'jT` NOURISH issued for :: .. 41IF —P ❑ ` I ® a ® +4 ' ® CONSTRUCTION I• �. .... REP 'F E CORR ® 313 ® OP 0 iWlll �LG ::,' N�. SO D. P I CE N c r Q O O O 2 CD COMPLETION PACKAGE 10-15-01 : ' , c� O O O ._- 3 0 5 1 f ; Oj - -- ADDENDUM NO. 2 11-02-01 17.7 4nP__1C f 3 0 • °' _ ST E 2 '° i,_..i NO SCALE 11-13-01 ST J.�r 4 r........... ........��.. fl V.EI Y ::.....A:.;,� i ,... S AGE °::.::.r; f ;y ! ROO A E A. S. I. NO. 1 11-16-01 �,._.. R COv� NUR'S n �...... i..... r °-_•.� }'I. uRY s. 30 1986 ICE `✓I €� 0�- .. ; 12-05-01 ''•, i ;�,.,, 41 i .., 305-D '� A. S. I. NO. 2 A. S. 1. NO. 3 12-21-01 :a I�� ❑ : 8 E E 1986 2986 X B C D OE G bH drawn b MP cc y c w a checked by JAS Ln NORTH THIRD FLOOR SYSTEMS PLAN SCALE: 1/8" 1'—O" cr_ 8' 0 8' 16' c� 0 U sheet tide Z THIRD FLOOR W 0 SYSTEMS PLAN CL N file name: E203 r� sheet number w o .. Ad o E2e03 m o Design 1 -1 1-1 0 Architecture READ E R P1ann1l1ring STORAGE MR I NURSE MAIM❑ HLM Design USA, Inc. 0 SWITCHED ❑EP I E ----��] L Suite 2750 /MAIL ..... ................ 70717th Street NUCLEAR WORK Denver, Colorado 80202-3427 ...... MEDICINE FILE RM EXAM 303.299.9041 OD E � OFFICE 1-1 ROOM REGISTRATION MGR. Charlotte Iowa City Chica 0 Orlando 1978 ® ® ® ® F— n�� � ® ® Phila 1phia Denver :.,.., . H ` H ; Washington San Francisco 1971 — �$ T Atlanta London H2A 14 ° F9 F9 F9; F9 ; 9 F9 F9 F9 (PARTIAL) 102 M E C H Dallas l ........... 8 i LI✓'B B Y ..¢.. ..*.. ...¢... ULTRA ROOM .I cu SCAN ....E... ... j ... .. ... }................. ¢.... .......}........ i.......... ;................;........... .. ;.. SOUND F i I Ff I.3�.;.... . .... .. .. 136 TRENCH project .. ...... ..::.. ...:. i 131 name/owner's name . AMBULATORY S _ -F F13 F13 ❑CONSOLE — X, EH2E-2 STDRAGE WAIT 132 �-- SURGERY f OPEN TO —/ o N'S V 1 134 135 CT WOMEN'S ❑ .r... ....Fa.......... F13 F13 - CENTER Vail t.. Valley GIFT B E �............. ® Medical SHOP 1971 � ll /p Il Center DR DR. o CORRIDOR LOUNGE LOUNGE 129 project number 107 108 109 980071 .04 C7FEICE — l� RECLINER consultants/conatruction managers F1 F CIO NURSERY MECH, RECOVERY I SO NU S E R Y 113 130 101 MECHANICAL & ELECTRICAL: 7111 L. TOIL, a STOR, ST❑R NURSERY RK . MKK 10 9 110 111 112 CLOSET Consulting Engineers, Inc. 113- 7350 E. Progress Place, Suite 100 ® o H o o ® H TO I L. Englewood,CO 80111 CEZ (303) 721-6600 1 1 1:4-A CRASH I L Fax: (303)721-0200 UAN I TOR CART 7-A CONSTRUCTION MANAGER: CORRIDOR MED CORRIDOR LABOR RECOVERY The Beck Croup TELECOM 126 122 ROOM #3 ROOM 116 114 114- 117 �S d, 0 Drive Suite 315 " Tom, ��M (303)466-9665 �`'" Fax: (303)466.4667 123 STAFF CLEAN NURSE OWNERS REPRESENTATIVE: LOUNGE UTILITY STATION 126 125 P NURSE REC❑VERY [� Western Skies, Inc. 0® SOIL TUB R M ®� STATION 118 3400 ,B olo d Avenue 1971 � 124 � 121 119 115 03)320-101 14� 80209 OFFICE LINEN Fax: (303)377-9924 O 1 zo Q ® STRUCTURAL: 78 ® Bierbach THERAPY Consulting Engineers R❑L3M C❑RR I DOR TOILE SHOWER CP P 5707 Wed CO 0214 Denver, 100 100 119 (303)233-5838 Fax: (303)233-0516 E THER �- H L. H H� OIL, H ROOM 110-A cv _A SPEC Q 1 PROCEDURE ■ � a POST POST PATIENT PATIENT C INTERIOR DESIGN: THERAP RAD MED. PARTUM PARTUM ROOM ROOM LDR 3 ROO #3 DIRECTOR 106 105 104 103 102 Gallun- Snow E 1553 Platte Sfeet Suite 201 979 LDR 0 Denver,Colorado 80202 101 (303)433-9500 0 Fax: (303)433-5624 T R O O seallsignature E .....:.............. Q E 1971 1978 H2'. ti2 PANEL OLD* F25 F25 F25 ` H H H ......•••• , YOM e* F1 0 .',. issued for 3 � . . . . . ' , ' . . ' . . . , . . CONSTRUCTION 2 — — E item date H2 H2 W2 F+2 H2 H2 . H2 1x15-ol CD COMPLETION PACKAGE — — ADDENDUM NO. 2 11-02-01 ADDENDUM NO. 3 11-13-01 .................................................................................................................. ...... ........... ..........................................--'--'--. _.._.._............ ...................... ................................... ............ _ A. S. I. NO. 1 11 16-01 8 E `-J r l E � E 3 E 4 E 1�E 4 A E � � CLD 0 E � E �►• S. I. No. 2 12-05-01 A. S. I. NO. 3 12-21-01 1 86 1971 1971 f 1971 .971 1978 `1971 1971 978 f 1971 I I 8 E i 9 E 1986 1986 i Y r 0° drawn by CMP 0 w CL checked by JAS N B ` C E F H J GENERAL NOTES: NORTH 1. THESE DRAWINGS ARE DIAGRAMMATIC— REFER TO ARCHITECTURAL DRAWINGS FOR FIRST FLOOR LI GH 11 N G PLAN DEVICES.CT LOCATIONS OF ALL LUMINAIRES, SWITCHES, AND OTHER ELECTRICAL SCALE: 1/8" i 1'-0" 8' a S' 16' FLAG NOTES THIS__ SHEET: 0 1. PANEL IS LOCATED IN SECOND FLOOR ELECTRICAL ROOM 275, RE: "SECOND v FLOOR LIGHTING PLAN", SHEET E3.02, FOR LOCATION. sheet title c� w 2. PROVIDE WALL MOUNTED PHOTOCELL WITH UNOBSTRUCTED VIEW OF NORTH SKY, FIRST FLOOR o ROUTE CIRCUIT VIA PHOTOCELL AS SHOWN. TORK MODEL #2107. LIGHTING PLAN a 3. CONDUIT UP TO SECOND FLOOR. RE: "SECOND FLOOR LIGHTING PLAN", SHEET E3.02, FOR CONTINUATION. C„ 4. CONNECT TO SPARE 20A1P CIRCUIT BREAKER IN EXISTING PANEL OLD". RE: file name: E301 "LOAD JUSTIFICATION FOR PANEL 'L.D'", SHEET E5.02, FOR MORE INFORMATION. NO r sheet number a�3 D m E3e0l O Design Architecture Engineering Planning , . t A H ', HLM Design USA, Inc. 2305--7 Suite 2750 BATH WAITING -•-'- ............'--'-'--- PHARMACY MECH. ELECT 707 17th Street 2 0 35 1 0 Denver, Colorado 80202-3427 2301 8401 2008 2007 I 303.299.9041 A C E 4.... . ........... . . H F2 EXAM Charlotte Iowa City .. Chicago Orlando 3 TOILET 3 3 0 4 8 Philadelphia Denver 203815 OFFICE 1 2303 Washington San Francisco .. .. .. ... ... ... v Atlanta London H Dallas ❑S T :.. ..........�.......... ................;.. ..;........;........-.......F.. ;....-..-...-.. .....;.. ...:.;.......... t........:....... }........:.......r....-.. �¢....... .. e ARTU 1 F9 F9 FIB B.AL ❑N; F F .. RM . I ❑ T E project name/owner's ram ....}..... ..s... �.......... �........... 9 ; .............. ¢.....-.... ..¢ ......,........;.. ...tr......... - AMBULATORY ......i.... ... ........ ...........¢.................{..........................¢.........................¢.......-........-¢.........................4........:.................}........:........A................:........ ............... SURGERY / T❑ILET F151 7 1 2039 15 ;F9 s w " " P°pE R❑o M� WOMEN'S Vail 22 ,.F®.¢.. QH2A-14 H2A EH E (PARTIAL) ® 876 U Valley cia ..r... '21 - H1 1 H1 H, HI Medical ....... Center 8 TAIL, 6 ,... .. ' .. . ; H2A-2,4,6 6 = Eft..... ..... .832-A J.. ❑ ct cumber ... .... � .�.... .¢.. 20` X20` � 18� .18A proje ES I L ; 0 2 16 . ......... 9soo�l .04 � A.. 4� E T � ' cons ; MECH, F8 ..fF.- ultants/construction managers 8043 84 P ST FIST P❑t,T P❑ST 4 -.".....-......L.........�............... . ¢................. ............ .....¢............. .. ¢.................. ... F. % F1�A 4. pp T.0 M AF T M' MECHANICAL & ELECTRICAL: ¢...... .... t .............. .....t........i ....,p...... X32 8:33.:.....- j... 2 ....... 8. 5..... ... I~kI2> - ............ MKK F F5 Consulting Engineers Inc. REC❑ f�Y , �........ ......:.................. ........J........7 .. -. .. .. ...... .. ...i .l...... �.,.. .... ..i...... .... y...... "F9 F"9.:........ ;L Suite 100 'F15 . SA 7350E Pro Place S ¢... .. ................ ..... ; ..Y le CO 80111 3 ........... ... ...... . .❑ • .' :��� � L:� EaE wand, 8� 4� F9 ;/ (303)721-6600 3. ,'Itta Ft �A� TYPICAL POST_ PARTUM SWITCHING DETAIL . :(303)7 ; .T N SCALE: 1/4' s 1 -0 � -..- / ..... .... ,. 2 I F 21-0200 1 ....3........� ......}........i........i•. 4 0 4 s : , 1; , ::F .. p 6 5 CONSTRUCTION MANAGER: Q ❑ �............ ..... ..-. ❑ ..I r. i ... ... .... .... a .. : .F .. ...... .....¢.....;' The Beck Croup .......................' ........ 1 .j............... ......}........:........{..........................¢........:.... ........ „.................4............... .....¢. .... ......}.......:........;.............. ..... .......: ..; V ... . Suite 315 „ f �. 100 Technology Drive S j.. .... .....t..... .....s......... .... ... ... ... ................'. .....� .... ... .. ... ... ... ........ ... .... .:}.. �'.8. ..}.. .q... ...,: 80021 F8 Broomfie CO s 8 303 466.9665 ... .fir � ( ) .. E LE Fax:(303)466-9667 F,3 6 :6 9 ; 9 LOBBY g . ' OWNERS REPRESENTATIVE. 3 ❑ Western Skies, Inc. F11 F 4•• ;... . F8 ......' 8 _ fig... ¢. 3400 E.Ba and Avenue Denver,Colorado 80209 x'13 F1 ry ( 7 ; F21 F .. ` ... ax ,'�• F ) 24 4 2 )303 37199 (303 - 0H2C S L n I€N G STRUCTURAL: .. PAtTI F. „...F ... ... ... ¢................ Bierbach ..... 6 ti F8 N ears . ••. . � ; .... .......... 1.. ... 'T.�.. Consulting Engin 5 E' ; ; " 2 4 8 F........ ... ...t. a. : E F8. I L West 6th Ave. F2 4 -616 . IS tl AF 0 233-5838 ;; ,CO 6021 :. <.......... a. .. Fax (30 )233-0516 .......... . .... .. ........ 7.... sHw:R I - F5 :'s.. .... F16 +� F13 L D R P ":.::"' . . ST IR {........... ..q............ ..q........�,� TOILET ; �8 F8 � � ... ..... FS.. 5 ••f A 26 E 216 - ;...... .... ;..... f. ¢... C C ...p........... ❑� T' .i... ...... } INTERIOR DESIGN: ............. .... .....p .... PASSAGE ..'' *....- ......:J.................... :::::¢:.::............ :: :::::::::::.. *......... ......... ..... .......:::::::::: :: ::::::::':::::::f::':::::..... .. ;.. :¢: ¢....... ......... ..... .............................. ¢........ Gallun Snow 4 �.. ...'..... �.... { ... R F , ............. .......... ' ... .'.. _ 1 TOILET 0 1 1553 Plana Street Suite 20 LV F6 F2 F 1 80202 : ; ; Denver Co orado ... ........... .......... .......... ...... ' ... ... ... ... ... F4. E 21 1 r 4.. ...FB.-.. .. .. ...f9 .. .. .. ¢+.:........ •-. ¢.. s.. .. ..,... �....¢.. �. ... ..9 ` .. 4.. (303)433.9500 f $.. L.. +.... B f' Fg Fax-,(303)433-5624 ........¢...... :................;... .......... ¢....... . ¢...... ' ¢.. ............ CLEAN ¢.. 5......... _ o ,,.....,�� _ A se signature �� . d '�- E218 ...... .............................. i F F7 HL 1 ANTE ..i•..... ..4..... .....}..... ......L.. .... % E819 ; ...... �. ........ '' +�•. F F1 2 5 1: F ... .. ... �. .. ; ...F . .... .� , . . , : LD�.P�. ..�... issued for EC2018 ................¢......... ... ...;............... '................ D ; .... ` � `L D P .:r. 2.2.x.... ..; ...k........ ... ........ :........ ........ ... ...:................. ... .. .. ...:.. o CONSTRUCTION F1 - -- - - - . H T❑ILET � — � �I .. .. ...... a. ¢........:. item date 8 E 2 21 18 .... �........;. y...... B B .... B B B B TYPICAL LOSE! WITCHING DETAIL � '- "�""" "'• SCALE: 1 4r = V-0" CD COMPLETION P 10-15-01 / \ ADDENDUM NO. 2 A 11-02-01 ..:� ---� ..y.. CKAC�E 4 0 4 8 E 198b ADDENDUM NO. 3 11-13-01 A. S. I. NO. 1 11-16-01 ,'EH2C-5 EL2A=3 40 . 1 - A. S. I. NO. 2 12-OS-01 4 — — — — — --- — — - — — --- A. S. I. NO, 3 12-21-01 GENERAL NOTES: 1. THESE DRAWINGS ARE DIAGRAMMATIC- REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ALL LUMINAIRES, SWITCHES, AND OTHER ELECTRICAL DEVICES. 8 E E 9 D OE: G H Q 1986 1986 Y FLAG NOTES _ THIS SH EET: O drawn by CN0 w 1. COORDINATE EXACT LOCATIONS OF LIGHT FIXTURES IN MECHANICAL ROOMS checked by JAS a WITH INSTALLATIONS OF MECHANICAL SYSTEMS. 2. PROVIDE CEILING MOUNTED PILOT LIGHT AND TEST SWITCH FOR BATTERY NORTH PACKS IN TYPE "F18A" LIGHT FIXTURES. SECOND FLOOR LI GH 11 N G PLAN 3. COORDINATE BEDLIGHT SWITCHING WITH LUMINAIRE PRIOR TO INSTALLATION. SCALE: 1/8" V-0" 8' 0 $' 16' 4. COORDINATE BIRTHING LIGHT MOUNTING, SWITCHING, AND EXACT LOCATION WITH ARCHITECT. 0 5. CONNECT UNDERCABINET LIGHT TO RECEPTACLE CIRCUIT SERVING THIS AREA. REFER TO POWER PLAN, SHEET E1.02. B. STEPLIGHT SHALL NOT BE SWITCHED. 7. PROVIDE WALL MOUNTED PHOTOCELL WITH UNOBSTRUCTED VIEW OF SKYLIGHT, v ROUTE CIRCUIT VIA PHOTOCELL AS SHOWN. TORK MODEL #2107- sheet title z S. CONDUIT UP TO THIRD FLOOR. RE: "THIRD FLOOR LIGHTING PLAN", SHEET SECOND FLOOR E3.03, FOR CONTINUATION. LIGHTING PLAN a 9. CONDUIT DOWN TO FIRST FLOOR. RE: "FIRST FLOOR LIGHTING PLAN", SHEET E3.01, FOR CONTINUATION. N file name: 002 M .. M M sheet num er w a o e m 0 Design Architecture Engineering • Planning HLM Design USA, Inc. L Suite 2750 707 17th Street Denver, Colorado 80202-3427 303.299.9041 OBSERV 3038 1 I GENERAL NOTES: Charlotte Iowa City Chicogo Orlando OR 1. THESE DRAWINGS ARE DIAGRAMMATIC– REFER TO ARCHITECTURAL Philadelphia Denver 3033 1 DRAWINGS FOR EXACT LOCATIONS OF ALL LUMINAIRES, SWITCHES, Washington San Francisco I� AND OTHER ELECTRICAL DEVICES. Atlanta London Dallas FLAGHOTES MIS SHEEL 0 project name owner's name 0 ❑ 7 1. PROVIDE CEILING–MOUNTED»PILOT LIGHT AND TEST SWITCH FOR AMBULATORY PASSAGE 5' BATTERY PACKS IN TYPE F6A AND F18A LIGHT FIXTURES. SURGERY 3021 i EI) IP. OR #� DR WOMEN'S 8 F18A F18 F18 F18 2. REINSTALL EXISTING 2X4 LUMINAIRE IN THIS LOCATION AND RECONNECT TO EXISTING LOCAL CORRIDOR BRANCH CIRCUIT AND SWITCHING. CENTER Vail .... F1 A F1 BA 3. PROVIDE NEW 3–WAY WALL SWITCH AND RECONNECT TO EXISTING LOCAL Valley FUR E MEN CORRIDOR LUMINAIRES. STATION LDCKERS 1 18A 6 al 3028 2 3031 H f ... F18 4. CONDUIT DOWN TO SECOND FLOOR. RE: "SECOND FLOOR LIGHTING PLAN", t ¢.. Cen er F1 ' F18 LOUNGE SHEET E3 0 FOR CONTINUATION. I, 326 B i:...: ................ ................... 1_ 303 F1 2 : .. .. 11 ' � 5. REFER TO THIRD FLOOR POWER PLAN, SHEET E1.43 FOR CIRCUIT project number WR ; ® .... 13A F1 ....- �'--'-- p� CONTINUATION. F1 BA F18A F1 2 F18 8A P/T 9 S 0071 .04 L � 1 1 1 6. PROVIDE 6DDVA INCANDESCENT DIMMER LUIIRON ANT-600—M OR ..... Il....... TD L T ••• •• 18 ,� ENGINEER APPROVED E AL ` 342- ' �'' ........ ....... ....... .......... ............. ... i consultants/construction managers — 7. PROVIDE NEW WALL SWITCH AND RECONNECT TO EXISTING LOUNGE RIDOR 7 ® ® E 21E-6 LUMINAIRES. MECHANICAL & ELECTRICAL: --- --- MKK ?7T2 ¢........ ... ......:....... ... .... ... +.. ..... . ,........ ..5......... i ................................... .�............... ... 4.. ...........' 2 ® Consul Engineers, to oa . -- - R ... ..I. o g 3 ........¢........:....... ................... ..�. -- — - - — _ Englewood, 80111 ( ) CO O Fax: 303. 21-0200 F 7 ( } �8 ❑ .... F1 P 2 8 L N TRU TI AGER: F ! F7 The Beck Group AZ F12 Fa ` T D 5 3 100 Technology Drive Suite 315 / I M D F1 2 1 ,..... ........ .... •X F. � 1 Broomfield,CO 80021 i it t r....... ....... ....... .................................... ........�...... :............. o .. ❑ i 5 O F18 p (303}466-9665 CONTROL EL F$ I '` F1 BA F1 SA F 303 466.9667 3 0?3 1 L° F8 ❑ ........:........ OWNERS REPRESENTATIVE: 3 6 1 I L Western Sloes Inc. FO .. F1 1 ;. 0 E. ,........ .... . ....... ¢....... ... .... P4 i 6 F1 ....... .. ...... F1 80209 ...... ° .. .' 8A • ' Denver,320. OolraOda Bayaud Avenue b...., ; .i.......... TELECOM ' 0 24 ....... ..... Fax'(3 3)377-99 8A_-Po ROOM .k..... .. — -- --- F F1 BA STRUCTURAL: : i i F ...FB F8 FIB F18A F18 8 ...... – – •pl• EH3 , 1 Consulting Engineers A 24 H38 791 ❑ FS F1 Fl 707 West 6th Ave. ICE l F ' 4 `—"� �..... F1 Ol-F I CE 303)233-D58382 °RRIDOR i .... ... ... .... ... .... .. ... .... .. .. ........i... 1 .. ... 7 1 i Fax:(303)233-OSI6 �... ... �.. ... �� ...;....... ...¢....... ...;........ ��.... I F16 F i ... ........ ... NIL I i MED, TOIL T ;F9' ........ -0... .. i ........p... ..:........4................L.......:p........;........... ...�.. :F9 F9 F9 i ... ... ;... RECORDS 3106 ;........¢.. ...;.ESf... .. IIF 8 L T s 3066 1 ............ ... - .....-.. ,......-.�... . ...... ... ... .... ... ... .......... .......... ACU ..... ... .. EXAM .... .. .........W-A I..T........................-..... ........................ ....... ............�........i......... ... ....f......... f...... FS INTERIOR DESIGN: 3052 1 F9. 0 i _ } Gallun Snow ¢. .. ;... ...a........;. �... *......................... .... Platte Street Suite 201 . .........<-........�....... ........a....f� 1553 F9, i ........ ............... . ....} ¢........:... Denver,Colorado 80202 ...... :.......i............... +........;...._... ........;........;.... . ......r.......... . '- ¢.. . .. ........i 3 3 303 433-9500 . Fax 0 )433-5624 EXAM fi ....4............ ....................:........ s-• PASSAGE ... $ �$ 3I ..,.. !� ..*.. ..f... ..... •. �i.'t. ...;.. ...... 3 3 4 • j S , i • 3 1 1306411 3 06 4 1 8 F9? F9 1' eav ature 8 $ ........ ........... ... ...... ........ .. TEI E I • �........ ........ . F.............. y........ . 4y� FI *.. .............. ..- i F$.. i .. i S TAI �� ,....... �Sr PASSAGE EXAM i �... ;..... _ 3056 1 3053 1 " ' �I i .. ... ¢..... >..... N E i F6 i rE _. I Q` ... .. It....... ................�..... I 1 F8 _ .'11 ... ...... .... S• .� ........ ...¢. .........r....... ..... ... ........ ... ... .. ... .... ... .... •��� � .-'•- --�.. ...E ........ .. ®; ........:...... : ® ®❑ 3 rrc�� p 1 i ..� issued for ................. . ......... » » 3 H3B ii...... .... ... .... .... �. .................... ... ... u OLZCN .........................; ... �..... 3 ..}.. ... .. k .. s. F1D H �. r...... ; 3 CONSTRUCTION F11 E flFE I CE IC 4...... ..... ....¢................. ........;........ ................ .. ...i.... ...;.... ;......... ... i i ..... .....:.... 1❑ 3 05 4 1 ,.,, 2 2 item date ........r........ .. ... ... .... ... .. .... .... 4 ;� - ECi VAR -........ ... ,....... ... <....l C X.......... ADDENDUM NO. 2 11-02-01 ... .. .. .. .. .. 30 C EI i uj .. .... --�- ........ ,� ....:........�. -- — A. S. I. NO. l 11-16-01 �.......� --*-- —�--- ® ® 1 A. S. I. NO. 2 12-05-0I I ! I i A. S. I. NO. 3 12-21-01 I � C D E F � G H J Q M drawn by CMP a w NORTH a- checked by JAS THIRD FLOOR LIGHTING PLAN LO SCALE: 1/80 On V-0" 8$ 0 8' 16 c� `7 0 a d U sheet title fa Z THIRD FLOOR w O LIGHTING PLAN N file name: E303 sheet number w a a E3903 m 0 FLAG NOTES THIS SH EEL .0 HLM TH4 RD FLOOR TH1 RD FLOOR 1. REMOVED AS PART OF PHASE 1 DEMOLITION PACKAGE. Design COLORADO MOUNTAIN TO AUTOMATIC 2. PROVIDE (1) 500KCMIL BARE COPPER CONDUCTOR IN 1-1/4"C 1J MEDICAL EAST CLINIC/ TRANSFER FROM GROUND BAR IN "DHA- TO "MDC", RE: SHEET E4.03. C AR D I OP U LM ON ARY/I.S. wLpDw RE: SHEET E4.02 3 � NLPCw Architecture Engineering Planning HLM Design USA,Inc. Suite 2750 *LOCATED IN SAME 707 17th Street ROOM AS -PP-1" Denver, Colorado 80202-3427 303.299.9041 COLORADO MOUNTAIN 8 8 8 MEDICAL WEST CLINIC "L2A" -1.2A- Charlotte Iowa City PH7MP 3 " " "P2- SECTA SECT.2 f�1 10 1� U1 Chicago Orlando 100A 100A FRN FRN 1 NUC MED NUC MED Philadelphia Denver 100A FRN O AC-3 HUMIDIFIER AC-2 AC-4 AHU-2 X—RAY RF— Washington San Francisco 3P 3P / M M / Atlanta London 00A3P I / Dallas 3 project name/ownces name AMBULATORY SURGERY / FLASH STERILIZER WOMEN'S X. s <Mr CENTER Vail Valley Medical Center 1 2 3 4 8 12 T100A� 13 15 7 1 9 _ _ _ _„_ _ project number 9soo7 1 .04 400A 1000A 00A 200A 8 OA 40A 100A 100A 175A 150A 175A 175A 300A 3B 0 consultants/construction mans ers JJN JJN l l I FRN FRN FRN FRN I=RN FRN FRN I=1tN I FRN FRN FRN FRN 8 400A 1200A 600A 400A 600A 60A 100A 100A 200A 100A 200A 200A 200A 400A BOA 60A GOA GOA 30A 30A 30A 30A GOA MECHANICAL & ELECTRICAL: 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P I 3P 3P 3P 3P 3P 3P 3P 3P 3P I MKK SPACE I I SPARE I SPARE iSPACE Consulting Engineers, Inc. — — — _ — 7350 E.Progress Place,Suite 100 Englewood, 80111 (303)721-6600 00 DISTRIBUTION PANEL -DLA" DIS3 RIBUTION_PANEL "MDP" MOTOR CONTROL CENTER -MCC" Fax: (303)721.0200 120/208V, 30, 4W, 3000A 120/208V, 30, 4W, 1000A 208V, 30, 3W, 200A CONSTRUCTION MANAGER: 100,000 AIC 3 The Beck Group 100 Technology Drive Suite 315 Broomfield,CO 80021 AHU COND. Fax:(303)466. 9667 " UNIT (ROOF) BHG BL1A1 A" CT DHM" OWNERS REPRESENTATIVE: RF M SCAN Western Skies, Inc. ROOM 125A 125A3P 3400 E.Bayaud Avenue FRS—R Denver,Colorado 80209 AMBULANCE (303)320-1010 BUILDING 200A Fax:(303)377-9924 FEEDERS 10OA3P 3P 225A3P 1200A MCB MCB 3P GF1 STRUCTURAL: 3 5 MCB 31 Bierbach Consulting Engineers LIEBERT 5707 West 6th Ave. 200A INTERCEPTOR FUSES TVSS 250A Denver,CO 80214 200AG LPS 3P SS] 400A3P #2G (303)233.5838 Fax: (303)233-0516 # G TO BUILDING 30KVA, 45KVA, 75KVA, V el �X' STEEL AND COLD 480— 480— 480- - — WATER PIPES 208V, _ = 208V, _ - 208V, - 30,4W 30,4W 30,4W 50OKVA, 2 9 4 4 6 0 480-120/ 100A HOLY CROSS 500 KVA FUSES METER 208V,30,4W HOLY CROSS SECONDARY 1OOA — — — — — — — — — — — INTERIOR DESIGN: PAD—MOUNTED 3P I Gallun - Snow 277/480V XFMR I 151 60A 45A 70A 200A 110A 125A 1200A 750A 1553 Platte Sheet Suite 201 (SERVICE 2R) I i GF I LPS FUSES FUSES FUSES FUSES LPS LPS LPS FUSES I Deaver,Colorado 80202 (303)433-9500 3000A 2000A 200A 200A BOA 100A 100A 100A 200A 100A 200A 200A 1200A 1200A Fax; (303)433-5624 T 3P FUSES 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P SPACE SPARE SPACE 6 seal/signature Illlllo�d #4/OG TO BUILDING N N STEEL AND COLD DISTRIBUTION EANEL 2 480V 30 4W 3000A - - WATER PIPES 100,000 AIC 21 AL �,' FUTURE 4—LUG SECOND FLOOR EMERGENCY TAP SECOND FLOOR issued for FEEDER SCHEDULE wKp_1N N wpBw wu,A NpAN CONSTRUCTION WIRE AND CONDUIT SIZE O WIRE AND CONDUIT SIZE OLD" M M item date X—RAY CD COMPLETION PACKAGE 10-15-01 1 (4-500KCMIL+#3G)3-1/2"C 19 (3#4)1-1/4"C RM I2 ADDENDUM NO, 2 11-02-01 2 3[(4-500KCWL+#2/OG)3-1/2"C] 20 (3#3)1-1/2"C ELEV. 11 A" 01_1 Al" "LPL" ADDENDUM NO. 3 11-13-01 3 NOT USED 21 6[(4-500KCMIL+1/0G)4"C]+2(4"C) 4 (4#3/0+#60)2-1/2"C 22 NOT USED M A. S. 1. NO. ] 11-16-01 200A O 19 4 A. S.I. NO. 2 12-05-01 5 NOT USED 23 (4-250KCMIL+#4G)3"C CRNR I` A. S. I. NO. 3 12-21-01 6 NOT USED 24 (3#1+#60)1-1/2"C 200A 3P 7 (4#2/0+#6G)2"C 25 (4-250KCMIL+#4G)2-1/2"C 80A 70A 8 (4#8+#100)1"C 26 NOT USED FRN FRN FRN FRN 9 (3-400KCMIL)3"C 27 (3#6+#10G)1"C 3P 3P 10 NOT USED 28 (4#2+#8G)1-1/4"C 11 (4#2/0)2"C 29 (4#1+#1/00)2"C 200A 150A 125A 100A 100A 70A 70A Y 12 (2#1/0+#3G)1-1/2"C 30 2[(3-500KCMIL+#1/OG)3"C]+4(3"C) I CRNR CRNR CRNR CRNR CRNR FRN FRN I 13 (4#2+#8G)1-1/2"C 31 4[(4-250KCM1L+#2G)3-1/2"C]+4(3-1/2"C) i drawn by CNLp UJ 14 (3#4)1"C 32 (4#1+#6G)2"C 200A 200A 200A 100A 100A 100A 100A 15 (3#1/0)1-1/2"C 33 NOT USED I 3P 3P 3P 3P 3P 3P 3P I checked by JAS � 16 (3#8)3/4"C 34 NOT USED 17 (3#10)1/2"C 35 NOT USED 18 (3#12)1/2"C 36 NOT USED 'PP-1" 120/208V, 30, 600A FIRST FLOOR FfRST FLOOR 225A3P 9OA3P MCB "BIOMECH LAB" 100A2P a. U a11CCt title Z EAST NORMAL UJ 100A2P MCB "PG— "PG— POWER ONE-LINE BL1 A" BL1 AA" BASEMENT BASEMENT DIAGRAM N file name: E401 EAST NORMAL. POWER ONE LINE_ DIAGRAM o . . , sheet number NO SCALE a E4001 -.5 m 0 Design • o 1. REMOVED AS PART OF PHASE 1 DEMOLITION PACKAGE. Architecture Engineering 2. INSTALL PERMANENT PEAK DEMAND RECORDING METER WITH 15 MINUTE Planning ROLLING INTERVAL. HLM Design USA,Inc. Suite 2750 707 17th Street Denver, Colorado 80202-3427 303.299.9041 Charlotte Iowa City Chicago Orlando Philadelphia Denver Washington San Francisco Atlanta London Dallas THIRD FLOOR THIRD FLOOR project name/owner's name AMBULATORY SURGERY / WOMEN'S Vail DUPLEX O CENTER Valley VACUUM AHU--4 P-1 P-2 AHU-5 EF-20 P-4 AHU--1 "COMP• AHU-3 PUMPS ' "EM1 B" "EM1 A" ROOM" Medical M M 1 .5 5 5 3 M 1 7.5 Center 5 6OA3P project number 980071 .04 200A FRN-R 7 9 8 D D D 20OA3P consultants/construction managers MECHANICAL & ELECTRICAL: MKK Consulting Engineers, Inc. — — — — - — — — 7350 E.Progress Place,Suite 100 Englewood,CO 80111 (303)721-6600 Fax: (303)721.0200 I I CONSTRUCTION MANAGER: 1OOA 15A 40A 40A 7A 25A 25A 12A 5A 30A The Beck Group FRN FRN FRN FRN FRN FRN FRN FRN FRN FRN 100 Technology Drive Suite 315 Broomfield,CO 80021 wElAm 100A 30A GOA 60A 30A 30A 30A 30A 30A 30A 30A 30A 3P 3P 3P 3P 3 3P 3P 3P 3 3P 3P 3P I Fax:(343 466-9667 SPARE 2 OWNERS REPRESENTATIVE: Western Skies, Inc. 3400 E.Bayaud Avenue MOJO CONTROL CENTER "EMC Denver,Colorado 80209 120/208V, 30, 4W, 400A (303)320-1010 Fax: (303)377-9924 2 3 4 STRUCTURAL: Bierbach EMERGENCY EMERGENCY LIFE EMERGENCY Consulting Engineers CRITICAL SAFIETY 6707 west 6th Ave. 20 A3P ATS#.3CH 40 3P ATS#2CH 400A3PE ATS f1 Deaver,CO$0214 (303)233.5838 Fax: (303)233-0516 4 FEEDER SCHEDULE 3 2 Q WIRE AND CONDUIT SIZE TO DISTRIBUTION PANEL "MDP" INTERIOR DESIGN: 1 2[(4-400KCMIL)3"C] RE: SHEET E4.01 2 (4#2/0)2"C Gallun- Snow 3 (4#8+#10G)1"C 4 15DKW GENERATOR 2 3 1553 Platte Street Suite 201 4 (3-350KCMIL)3"C 120/208V, 30, 4W (303)433 -9500 lorado 80202 5 (4#4+#BG)1"C — ----..--7 Fax:(303)433-5624 6 NOT USED OA 40 175A 60A seal/signature 7 (4#2)1-1/4"C I G I I LPN LPN LPN 8 (3#10)1/2"C �+ per"........ . o .. 600A 400A 200A 60A 60A 9 (3#12)1/2"C 3P 3P 3P 3P 3P 10 NOT USED I 600A FRN - 0, ;�;. 0 DISTRIBUTION PANEL EDP" 1 120/208V, 30, 4W, 600A issued for CONSTRUCTION item date SECOND FLOOR SECOND FLOOR CD COMPLETION PACKAGE 1.0-15-01 1 ADDENDUM NO. 2 11-02-01 ADDENDUM NO. 3 11-13-01 2 A. S. I. NO. 1 11-16-01 2 4 A. S. 1. NO, 2 12-05-01 A. S.1. NO. 3 12-21-01 "EC1C" "EC1B" "ORB" "ORA" 5 3DA2P 6OA3P MCB 30A2P 3OA2P MCB "EC1 A" "EPB" 6 Y 6 r M drawn by CM? 0 w FIRST FLOOR FIRST FLOOR checked by JAS a O a d U s}]CCt title w BASEMENT BASEMENT -i POWER ONE- EAST EMERGENCY O Of LINE DIAGRAM N file name: E402 EAST EMERGENCY POWER ONE—UNE DIAGRAM— PHASE 1 sheet number o NO SCALE E4002 a Deeig_n Architecture M M R€ Engineering SF-5 AC--1 FA -7 ACC-1 RETURN FAN FLAG N OTES TH I S SHEET: 0 HLM Design USA, Inc. Planning M M M M Suite 2750 1. REPLACE EXISTING DISTRIBUTION SECTION OF "MCC" WITH OVERCURRENT Sui Sui 17th Street 100 30 PROTECTIVE DEVICES THAT INCORPORATE GROUND FAULT PROTECTION PER s i MCC ) AS 517-17. SECTION RENAME EEXI STING SECTION OF SWITCHBOARD (PRESENTLY LABELED Denver, Colorado 80202-3427 VFD 303.299. 041 2. PROVIDE NEW FUSED SWITCH IN EXISTING SPACE TO MATCH EXISTING SWITCHBOARD. ROOF 4 ROOF Charlotte Iowa City 3. RENAME EXISTING SECTION OF SWITCHBOARD (PRESENTLY LABELED "MCC") AS Chicago Orlando "MDC, SECTION 3". Philadelphia Denver 4. PROVIDE (1) 500KCMIL BARE COPPER CONDUCTOR IN 1-1/4"C FROM GROUND BAR Washington San Francisco IN "MDC" TO "DHA RE: SHEET E4.01. Atlanta London Dallas 5. RECONNECT EXISTING SERVICE CONDUCTORS TO NEW UTILITY TRANSFORMER. COORDINATE WITH HOLY CROSS ELECTRIC. project name/owner's name 6. DISCONNECT PUMP AND REMOVE ALL ASSOCIATED ELECTRICAL DEVICES, WIRE, AND AMBULATORY w " w L. w " w CONDUIT. H3B 3C H3A 1 7. CONNECT GROUNDING ELECTRODE CONDUCTOR TO BUILDING STEEL AND NEAREST WOMEN SURGERY COLD WATER PIPE. 8. REPLACE EXISTING DISTRIBUTION SECTION OF "MCC" WITH OVERCURRENT CENTER Vail PROTECTIVE DEVICES THAT INCORPORATE GROUND FAULT PROTECTION PER Valley NEC 517-17. RENAME EXISTING SECTION OF SWITCHBOARD (PRESENTLY LABELED 5 7 "MCC") AS "MDC, SECTION 50. Medical Center project number 980071 .04 THIRD FLOOR THIRD FLOOR consultants/construction managers "L2D" MECHANICAL & ELECTRICAL: 14 MKK 200A SHORT CIRCUIT CURRENT FEEDER SCHEDULE 7350Consulting E. tingEngineerte Inc. 7350 E,Progress Place,Suite 100 3P 200A3P Englewood, 00 CO 90 111 MCB 8 xi 36,119 A 0 WIRE AND CONDUIT SIZE Fax:(303}-721-0200 ® 14 1 SC CONSTRUCTION MANAGER: 14 X2 ISC =35,052 A 1 8[(4-500KCMIL+#3/OG)4 C] The Beck Group TO ATS-8 AND 9, 2 2 4-350KCMIL+' 2 0G 3-1 2"C RE: SHEET E4.05 X3 ISC -22,161 A [( # / ) / ] 100 Technology Drive Suite 315 #1/0G 7Q X I -6,033 A [(4#4/0+#1 G)2 C] 112.5 KVA _ 4 SC 3 2 'r (30Broomfield,) 0 80021 K4 RATING X5 ISC =6,852 A 4 4#4+#8G)1-1/4"C Fax:(303)466-9667 g Xs I� =20,503 A 5 3[(4-300KCMIL+f1/OG)2-1/2"C] OWNERS REPRESENTATIVE: s (3#4/0+#6G)2"C Western Sldes, Inc. X 7 ISC s 6,836 A 7 3 + OG 3 4"C 3400 E.Bayaud Avenue 15 16 11 12 t3�1 XS ISC -7,195 A ( ) / Denver,Colorado 80209 Xg I� 25,727 A e (3#12+#12G)1/2"C (303) 320-1010 9 (3#10+#1 OG)3/4"C Fax: (303)377-9924 TO LIGHTING do MISC. LOADS - X10 ISC =8,899 A 10 (3-400KCMIL+#3G)2 1/2"C STRUCTURAL: 450A 100A 100A 175A 150A 50A € X 11 ISC s 7.105 A Bierbach ' 11 (32/0+#8G)2"C I 3P 3P 3P 3P 3P I X12 ISC '"4,730 A 12 0+ G 2"C Consulting Engineers SPARE (4f/ #B ) >C 13 Is =3,224 A 13 (4-500KCMIL+0G)3"C 5707 enver,CO 802 Ave. -- -- - -� - --� - - ------ - �--- - X14 ISC 2,914 A 14 3-250KCMIL+2#4/ON+#6G)3"C (303)233-5836 DISTRIBUTION PANEL "H2A" ( Fax: (303)233-0516 277/480V, 30, 4W, 800A 3 15 (3#6+#BG)1"C SECOND FLOOR SECOND FLOOR 16 ( 2+ G1-1/4"C 4 17 (4#4/0+#4/0G)2-1/2'C 18 (4#4+#4G)1-1/4"C 19 (3#4+#6G)l—1/4"C "H1A" 20 (3#10)3/4"C INTERIOR DESIGN: MRI MOBILE CB-1 Gallun- Snow CATH 1553 Platte Street Suite 201 LAB Denver,Colorado 80202 (303)433-9500 Fax: (303)433-5624 seal/signature Iy��p 0.. + 3334,54. FIRST FLOOR FIRST FLOOR JA �'n�•NNi (RENAME. AS 0HBA1") "LBA1" "HBA" issue or CH-1 J CONSTRUCTION M M 20 M .75 15 15 M 3 5 40A 35A 35A 8A 12A item date TO DISTRIBUTION 200A 30A FRS—R FRS—R FRS—R FRS—R CD COMPLETION PACKAGE 10-15-01 PANEL "DPA1" 3P 50A3P 60A 3P 30A 60A 60A 30A 30A ADDENDUM NO. 2 11-02-01 RE: SHEET E4.04 9 3P i 3P 3P 3P 3P 3P N 01 140 10 11 12 13 14 ADDENDUM NO. 3 11-13-01 A. S. 1. NO. 1 11-16-01 A. S. I. NO. 2 12-05-01 TO DISTRIBUTION LIEBERT j' / A. S. I. NO. 3 12-21-01 PANEL "EDPA" INTERCEPTOR / RE: SHEET E4.05 TV55 / SS HOLY CROSS ELECTRIC 2 3 5 1 6 1 4 4 18 4 7 7 4 19 9 7 0 8 9 9 7 8 8 SHALL REPLACE THE j Y EXISTING 500KVA PAD- - _ _ _ FUTURE MOUNTED TRANSFORMER / m WITH NEW ADEQUATELY CHILLER / SIZED PAD-MOUNTED - - - -- -- - - - - - - - drawn by clvlP 41 it°w TRANSFORMER AND I I 450A 80OA IL checked by JAS UTILITY METER FRS-R LPS-RK °,,�w 05 w ~ $t $ � 600A3P $� I� o� o� 06 1200A 150A 200A 450A 60A BOA BOA 60A GOA BOA 60A BOA 30A 30A 30A 15A 40A 40A 35A 15A 20A I HOLY 600A 80OA 3P I 3P 3P 3P a�f cv CROSS 3P 3P 2 G I 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P - I = METER I I O € o= o_ 5 2 3/00 TO BLDG DISTRIBUTION `MDC". SECTION 3 Q NEW D[ T CENTER _ $IBUTION CENTER "MDC. SECTION 4" " 1 1 STEEL do COLD 277/480V, 3�, 4W, 12DDA SECTION, 50K AIC 4 1 277/48OV, 30, 4W, 1200A BUS, 50K AIC 8 277 48OV, 30, 4W, 600A BUS, 50K AIC CL WATER PIPE Cr = n' � 4 a- MAIN DISTRIBUTION CENTER "MDC". SECTION 2 277/48OV, 30, 4W, 2000A SECTION, 50K AIC sheet title �j w w z 277 48OV, 30, 4W, 3000A SECTION, 5oK AIC WEST PARTIAL O BASEMENT BASEMENT NORMAL ONE- LINE DIAGRAM WEST PARTIAL NORMAL POWER ONE—LINE DIAGRAM filename. > 3 +� sheet number L, NO SCALE 0 a E4 ,003 m 0 ELM Design Architecture Engineering HLM Design USA, Inc. Planning Suite 2750 707 17th Street Denver, Colorado 80202-3427 303.299.9041 ROOF ROOF Charlotte Iowa City Chicago Orlando Philadelphia Denver Washington San Francisco Atlanta London Dallas project name/owner's name "L3B" "L3B" 000Bw AMBULATORY STEADMAN- STEADMAN- "0A" SECTA SECT.2 SECT.3 "XP-3" SURGERY / HAWKINS HAWKINS X-RAY 1 X-RAY 2 F7 I I WOMEN S Vail 20OA2P 10OA2P U CENTER soA3P Valley MCB 20OA3P 70A3P(2P USED) Medical B J 1 Center project number 950071 .04 THIRD FLOOR THIRD FLOOR consultants/construction managers MECHANICAL &ELECTRICAL: MKK Consulting Engineers, Inc. 7350 E.Progress Place,Suite 100 Englewood,CO 80111 (303)721 X600 r1.2 Ar *L2 9P „L2C" Fax: (303)721-0200 CONSTRUCTION MANAGER: The Beck Group 100 Technology Drive Suite 315 Broomfield,CO 80021 (303)466-9665 150A3P Fax: (303)466-9667 MCB OWNERS REPRESENTATIVE: Western Skies, Inc. 3400 E,Bayaud Avenue Denver,Colorado 80209 (303)320-1010 Fax: (303)377-9924 STRUCTURAL: Bierbach Consulting Engineers SECCND FLOOR SECOND FLOOR 5707 West 6th Ave. Denver,CO 80214 (303)233-5838 Fax: (303)233-0516 w w w r r " " RADIOLOGY . L1 DB L1 D L1 A L1 B- Y X-RA L1 C w INTERIOR DESIGN: X-RAY Galiun - Snow 1553 Platte Street Suite 201 L L _J 10OA3P Denver,Colorado 80202 (303)433-9500 35A2P 150MP 100A3P Fax: (303)433.5624 MCB MCB MCB seal/signature lot oQspa � ST 4 33345 AL fill FIRST FLOOR FIRST FLOOR "°�TINO E�10 issued for SCHEDULE "LSK1" DISHWASHER "LBA1-1" ELEVA OR w K" " A1" "�A" UTR M CONSTRUCTION WIRE AND CONDUIT SIZE item date 2 5[(4-500KCMIL+250KCMIL)3--1/2"C] 150A3P MCB 125A MCB 3P 70A3P-J CD COMPLETION PACKACi�E 10- - 3 (4-500KCWL+#3G)3-1/2��C LPN-RK 1 ADDENDUM NO. 2 -0 4 NOT USED 200A3P ADDENDUM NO. 3 11-13-01 5 (4#1/0+#6G)2"C A. S. I. NO. 1 11-16-01 6 (4#3/0+#6G)2-1/2 C A. S. I. NCI. 2 12-05-01 7 (4#1+#8G)1-1/2"C A. S. I. NO. 3 12-21-01 8 (4#4+#8G)1-1/4"C 9 (4#3/0+#4G)2-1/2"C 10 (3#4/0+#4G)3"C 3 10 6 7 5 3 7 7 7 7 7 7 7 5 9 6 a Y m F (2) (2) (2) drawn by CHIP TO DISTRlBUT10N 400A 200A 200A 125A 100A 45A 90A 150A 400A 100A 100A 100A 100A 100A 100A 100A 90A 150A 150A 200A rM PANEL "MDC", I I FRN-R FRN-R FRN-R LPN-RK FRN-R FRN-R FRN-R I FRN-R FRN-R I f I FRN-R FRN-R FRN-R FRN-R FRN-R FRN-R FRN-R FRN-R FRN-R FRN-R FRN-R I checked by JAS N (450A FUSE) RE: SHEET E4.03 1000A 1000A 400A 200A 200A 200A 100A 100A 100A 100A 200A 200A 200A 200A 200A 400A 1200A 1000A 100A 100A 100A 100A 100A 100A 100A 100A 100A 200A 200A 200A 3P KRP-C 3P 3P 3P 3P 3P 3P 2P 3P 3P 3P 3P 3P 3P 3P 3P KRP-C 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P I I SPARE I SPACE SPACE SPACE SPACE I I I SPARE 0 TRANSFORMER -T1 A- 300KVA, 480- - DISTRIBUTION PANEL--DPA- 0 120/208V,30,4W 120/208V, 30, 4W, 1600A 120/208V, 30, 4W, 1200A CL x 1 2 #1/OG TO BLDG a. STEEL AND COLD v - - WATER PIPE sheet title w BASEMENT BASEMENT ' ` EST PARTIAL 0 NORMAL POWER MES_LPARIIAL NORMAL—POYER _ONE—LINE DIAGRAM ONE-LINE DIAGRAM N NO NEW WORK REQUIRED— SHOWN FOR REFERENCE QbIL)o file name: E404 NO SCALE sheet number w a a E4e04 M 0 SUPPLY FAN 20 75 FD HM L — J Design ROOF 18 ROOF Architecture 9 Engineering "EL3c" Planning 30A2P HLiVI Design USA,Inc. " r r " » » "EH3A" "EL3D" (TYP.) r " Suite 2750 OR6 OR7 OR8 OR9 (CRITICAL) (CRITICAL) EL3L 707 17th Street "EL3A" Denver, Colorado 80202-3427 70A3P 303.299.9041 15DA3P 150A3P 50A3P 100A3P MCB MCB 70A3P MCB MCB Charlotte Iowa City 5 6 7 8 9 11 ® 5 3 "OEMA" "OEMB" "OEMC" "OEMD" 12 Chicago Denver 0 30 6 7 10 Atlanta San Francisco London 45KVA XFMR "T3C" #5G TO BLDG XFMR "T3L" #6G TO BLDG Dallas 45KVA 480- 15KVA, 480- K4 RATING _ - 120 208V. _ _ STEEL do COLD 120 208V.30.4W = = STEEL do COLD g / WATER PIPE / WATER PIPE project name/owner's nansc 30, 4W THIRD FLOOR THIRD FLOOR AMBULATORY SURGERY / 1 5A2 "EH2D" "EL-2B" (IIN AST MAN WOMEN'S C SECT" (EQUIP) (EQUIP) EH2A" EH2E» »ILIA■ r--I CENTER Vag 2 f 175A3P Valley 1OOA3P 200A3P 100A3P Medical .rl ATS , 8 15A2P 50A3P MCB MCB 3P Center TO NORMAL 150A3P 8 Is e "EL2C" SOURCE EMERGENCY 24 4 12 15 17 21 RE: E4.03 CRITICAL T�' 10 project number BRANCH 70A3P "EHZC" 6 6 11 950071 .04 4 ATS (CRITICAL) 13 3 440A3P 3 EMERGENCY 5 K4 RATING #SG 5 EQUIPMENT K4 RATING - consultants/construction managers 3 4 5 BRANCH - - - - ® - MECHANICAL & ELECTRICAL: 14 Consulting Engineers, Inc. 150A 350A 150A3P 3P 3P MCB Eng Englewood,Progress 801'Suite 100 I SPACE SPACE 3P 3P I — — — (303)721-6600 Fax;(303)721-0204 NEW DISTRIBUTION PANEL 0EH28" "EL2A"(CRITICAL) CONSTRUCTION MANAGER: 277/480V, 30, 4W, 600A SECOND FLOOR SECOND FLOOR The Beck Group 100 Technology Drive Suite 315 Broomfield,CO 80021 "ELI C" 0EH1 L" "EL1 A" (303)466-9665 20A3P 20OA3P Fax:(303)466-9667 125A3P 4F��RN 0A OWNERS REPRESENTATIVE: MCB -R Western Skies, Inc. 3400 E.Bayaud Avenue Denver,Colorado 80209 10 PGELEV (303)320-1010 Fax:(303)377.9924 KNR -TIC- #6G TO BLDG 30KVA, 480— _ STEEL do COLD STRUCTURAL: SHORT CIRCUIT CURRENT 120/208V.30.4W - - WATER PIPE Consulting Engineers 5707 west 6th Ave. X, ISC -6,831 A X 13 ISC - 16,524 A X I 19 607 A X I ,<2 531 A FIRST FLOOR FIRST FLOOR Denver, 303) 03 233-0516 83 2 SC 14 SC (303)233-5838 X3 ISC -18,506 A X15 ISC -19,351 A ELEV. IS ROOM IS ROOM X4 ISC -18,930 A Xis ISC -18,201 A SF-4 EL-2 EL-1 PRESS. ® COND. UEBERT PORTABLE STEAM X5 ISC -4.311A X17 ISC - 1,781 A EHBA 3 ELBA1 ELBA AC UNIT FAN " » r r r GENERATOR Xg ISC -2,737 A X18 Ise -11,187 A M 40 40 M M M (ELECTRIC ES'B-STEAM X I -1,577 A X Ise 32,551 A » r FRN 7 SC 19 SC XFMR T'1 B FRN-R XS ISC -2,002 A X20 ISC - 29,811 A 112.5KVA, 480- 30A3P 30AIP INTERIOR DESIGN: X9 ISC -18.777 A X21 ISC "5,277 A 24 120/208V,30,4W 60A3P 8 Gallun- Snow X10 ISC -16,390 A X22 ISC +°`32,042 A 1 Denver,Colorado 80202 (303)433-9500 1553 Platte Street Suite 201 X41 ISC :2,529 A X23 ISC -31,544 A 6 7 #5G 17 Fax:(303)433.5624 X12 ISC -3.772 A X24 ISC -24,857 A 15 15 1 14 5 5 13P - = 3 3 2 17 18 3P I 200A seaUsignature ��� 0 s ,' off..... pis' 3 " 90A 30A 100A 100A 30A BCA 150A 150A 60A 60A 60A 100A 30A 20A 20A 20A = S '• ' ' I 3P 3P 3P 3P 3P 3P 3P 3P 400A 3P 3P 3P 3P 3P 1 P 112 1 P ' FEEDER SCHEDULE ® r I 3P 45A3P ---^ WIRE AND CONDUIT SIZE 70533 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _.3 40533 125533 3 issued for MCB DIMIRUTION PANEL "EHDP" DISTRIBUTION PANEL "ELDP" 1 2[(4-350KCMIL+#2/OG)3-1/2"C] 23 277/48OV, 30, 4W, 600A 120/208V, 30, 4W. 400A CONSTRUCTION 2 (4#1+#8G)1-1/2"C 3 19 3 (4#4+#8G)1-1/4"C #2G TO BLDG Xf�Do _ item date 4 2[(4#4/0+#2G)2-1/2"C] 2 2 1 WATER MAINDG 75KVA. 120/208V.30,4W CD COMPLETION PACKAGE 10-15-01 5 (4#1/0+#6G)2"C 8 20 K4 RATED ADDENDUM N0. 2 11-02-0I 6 (3#4+#10G)1-1/4"G EMERGENCY EMERGENCY U _ ADDENDUM No. 3 11-13-01 CRITICAL BRANCH SAFETY BRANCH EMERGENCY 4 C=ERGEN - 20OA ATS 7 (3#6+#10G)1"C 10OA4P ATS #4 10OA4P ATS #5 EQUIPMENT BRANCH 3P A. S. I. NO. 1 11-16-01 8 (4#3/0+#6G)2-1/2"c NOT SWITCHED) NOT SWITCHED) 600533 AT5s FLAG- NOTES THIS SHEET: � 4 A. S. I. NO. 2 12-05-01 9 (3#8+#10G)1"C 20.0 22 0 1. REPLACE EXISTING GENERATOR MAIN CIRCUIT BREAKER AND FEEDER WIRING A. S. I. NO. 3 12-21-01 10 (412+#8G)1-1/4"C — TO UPGRADE FEEDER RATING TO 1000 AMPS. REUSE THE (2) EXISTING CONDUITS. 11 (3#12+#12G)1/2"C ENSURE THAT THE NEW THIRD CONDUIT FOLLOWS THE SAME PATH AS THE (2) 200A3P EXISTING CONDUITS AND HAS THE SAME LENGTH AND BENDS. PROVIDE NEW 12 (4#6+#10G)1"C MCB • EPO CIRCUIT BREAKER WITH GROUND FAULT INDICATION PER NEC 700-26. 13 (4#3/0+#6G)2"C 2. REPLACE EXISTING 800 AMP "EDPB" DISTRIBUTION PANEL WITH NEW 1200 AMP 14 (4#4+#10G)1-1/4"C DISTRIBUTION PANEL AS SHOWN. 15 (3#6+#8G)1"C rlsr 3. PROVIDE POWER DEMAND METERING INSTRUMENTS AND CONNECT TO NETWORKED Y 16 (4-500KCMfL+#1/OG)3"C DEMAND MONITORING METERING SYSTEM. PROVIDE HAWKEYE ENERCEPT OH8036 m 17 (3#10+#10G)3/4"C BY VERIS INDUSTRIES. °w 18 (2#12+#12G)1/2"C --- — ---- 4. REPLACE EXISTING 2-SECTION, 100A, 54 CIRCUIT, 277/480V PANELBOARD WITH ` ` C11ZP NEW 2-SECTION, 84 CIRCUIT, 225A. 277/480V PANEL VERIFY THAT EXISITNG checked by JAS a 19 (3#2+#6G)1-1/4"0 FEEDER MATCHES FEEDER SCHEDULE. IF NOT, PROVIDE NEW FEEDER TO PANEL N 20 (4#3/0+#4G)2"C PER FEEDER SCHEDULE. RE: PANEL SCHEDULES. SHEET E5.03. 21 3[(4-40OKCMIL+#2/OG)3-1/2"C] 2 2 4 19 2 4 19 5. REPLACE EXISTING CIRCUIT BREAKER WITH NEW CIRCUIT BREAKER TO MATCH EXISTING 22 (3#1+#6G)1-1/2"C ® - - - - - - - - EL 23 2[(4-250KCMIL+f2G)2-1/2"C] O7 F 6. CONNECT GROUNDING ELECTRODE CONDUCTORS TO BUILDING STEEL AND � � 1005 1005 4505 1005 NEAREST COLD WATER PIPE. 24 (4#1/0+#6G)2"C I FRS-R FRS-R FRS-R FRS-R I I I 0 25 (4-500KCMIL+#3G)3 0C SPACE 5005 1005 IOOA 4505 1005 SPACE 7. REPLACE EXISTING 705 FUSES WITH 1005 FUSES. n 28 " 1005 1005 6005 1005 REPLACE EXISTING LUGS WITH DOUBLE LUGS SO THAT BOTH PANEL FEEDERS (3 4-I- BG)1-#/4 C 3P 3P 3P 3P 3P 3P 3P 3P 3P I G I FMSTING 8� CAN BE CONNECTED AS SHOWN. 27 (W/O+40OKCMIL.N+f6G)2-1/2"C I I I I SOOKW GENERATOR a- 28 (2#12+f12G)1/2"C TO "MDC", RE: (556 W DERA�TED FOR ALTITUDE) SHEET E4.03 - - - - - - - - - - - EW sheet title Z 1s DISTRIBUTION PANEL =PA NEW D1ST'RLBu no PANEL "IDP_B"_ 1 W 3P WEST EMERGENCY w 1 277/480V, 3l�, 4W, g00A, 100KAIC 277/48OV, 30, 4W. 1200A, 10DKAIC 2 1 = 1 0 1 POWER ONE-LINE DIAGRAM BASEMENT BASEMENT N file name: E405 sheet number LJ WEST EMEJRrzEbJCY POKR ONE—LINE DIAGRAM E4005 o NO SCALE a m 0 HLM Design NEW AMBULATORY SURGERY/ EXISTING HOSPITAL WOMEN'S CENTER PROJECT ~' Architecture top, 4ap 6 a NEW Engineering � TO 120V POWER ` HLM Design USA,Inc. Planning C14 3RD FLOOR BRANCH CIRCUIT, Suite 2750 TELE ROOM 1 RE; PLAN DWGS. ( NORMALLY MECHANICAL.CAL ELECTRICAL, ETC.), 707 17th Street 318 TTB (STORAGE, PROVIDE REMOTE PILOT LIGHT ABOVE DOOR. P Denver, Colorado 80202-3427 4 3 303.299.9041 THIRD FLCOR REFER TO PLANS (1) 4" CONDUIT WITH PULLWIRE FOR 120V CIRCUITS Charlotte Iowa City COORDINATE EXACT REQUIREMENTS L I I Chicago Orlando WITH VVMC I.S. DEPARTMENT. 2 Philadelphia Denver COORDINATE ROUTING WITH VVMC. Washington San Francisco Atlanta London SUPPLY Dallas EXISTING NEW DUCT ""' project name/owner's name EXISTING FLOOR 2ND FLOOR C p TTB EL ROOM TTB ROOM AMBULATORY TTB TTB 5 i ; TO MECH. UNIT MEN �_ __� BY DIV. 15 FOR SURGERY / /T FAN SHUT DOWN IN ELEVATOR LOBBIES, PROVIDE SMOKE WOMEN'S SECOND FLOOR CONTACTS WITH R CONNECTION TO OVERHEAD Vail SMOKE SHIELDS, RE. TYPICAL ELEVATOR LOBBY CENTER Valley F F OVERHEAD SMOKE SHIELD WIRING DIAGRAM-, THIS SHEET FOR MORE INFORMATION. ALSO, Medical SLEEVES WITH CONDUIT PROVIDE REQUIRED HARDWARE AND PROGRAMMING S Center FlRESTOPPING, NEEDED TO INITIATE ELEVATOR RECALL. EXISTING TYPICAL TYPICAL ELEVATOR LOBBY CONDUITS project number TO REMAIN OVERHEAD SMOKE.---SHIELD WIRING DIAGRAM 980071 .04 FIRST FLOOR NO SCALE IN PATIENT ROOMS, CONNECT TO NURSE CALL SYSTEM. EXISTING TO PLANS FOR LOCATIONS.REFER consultants/construction managers MAIN TTB MERAL No1 'rt~ns,QMM136ML MECHANICAL & ELECTRICAL: E.S. ROOM 1. VERIFY ALL REQUIRED CIRCUITS AND JUNCTION BOXES WITH MANUFACTUREWS SHOP THIRD FLOOR THIRD FLOOR M K DRAYMOS PRIOR TO START OF WORK. Consulting Engineers, Inc. WEST BASEMENT 2. ALL CONDUIT AND JUNCTION BOXES SHOWN ARE FOR MANUFACTURER PROVIDED IN NORMALLY UNOCCUPIED, LOCKED ROOMS 7350 E.Progress Place, Suite 100 LOW VOLTAGE CABLING, UNLESS NOTED OTHERWISE. ALL LOW VOLTAGE CIRCUITS (STORAGE, MECHANICAL, ELECTRICAL, ETC.), Englewood,CO 80111 AND JUNCTION BOXES SHALL BE PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR P PROVIDE REMOTE PILOT LIGHT ABOVE DOOR. (30x3(43j-6&0 200 TELEPHONE DATA BACKBONE RISER DIAGRAM AND ARE TO BE SIZED ACCORDING TO MANUFACTURERS RECOMMENDATIONS. CONSTRUCTION MANAGER: NO SCALE The Beck Group .kLlWG.I�ffS TMrs dw�a 1- MULTIPLE ACTION CONTROL STATION (MACS) WITH INTEGRAL 120V DISCONNECT SWITCH. 100 3bchnology Drive Suite 315 PROVIDE 120V CONNECTION TO DISCONNECT SWITCH IN MACS. Broomfield,CO 80021 (303)466-9665 2. SMOKE DETECTOR WITH NORMALLY OPEN AUXILIARY CONTACTS IN ELEVATOR LOBBY. C C REFER TO PLANS Fax:(303}466-9667 PROVIDE CONTROL CONNECTION FROM AUXILIARY CONTACTS IN DETECTOR TO MACS VIA FOR 120V CIRCUITS OWNERS REPRESENTATIVE: THE CONTROL PULL BOX. LD ELEVATOR LOBBIES, PROVIDE SMOKE Western Skies, Inc. 3. PROVIDE 4" SQUARE JUNCTION BOX AND 120V CONNECTION TO MACS DISCONNECT SWITCH. TECTOR WITH NORMALLY OPEN AUXILIARY 3400 E.Bayaud Avenue ONTACTS FOR CONNECTION TO OVERHEAD Colorado 80209 OKE SHIELDS, RE: "TYPICAL ELEVATOR LOBBY Denver,4. HOUSING JUNCTION BOX FOR CONNECTION TO REWIND MOTOR (MOTOR PROVIDED BY (303)320-1010 MANUFACTURER). PROVIDE CONTROL CONNECTION TO MACS VIA THE CONTROL PULL BOX. VERHEAD SMOKE SHIELD WIRING DIAGRAM , Fax;(303)377-9924 IS SHEET, FOR MORE INFORMATION. ALSO,5. PROVIDE JUNCTION BOX FOR REWIND SWITCH IN WALL PROVIDE 4' SQUARE RECESSED BOX OVIDE REQUIRED HARDWARE AND PROGRAMMING STRUCTURAL: WITH SINGLE GANG RING. LOCATION PER ARCHITECT. TOTAL OF TWO (2) ARE REQUIRED EDED TO INITIATE ELEVATOR RECALL. Bierbach PER ELEVATOR BANK. Consulting Engineers 6. PROVIDE 4" SQUARE CONTROL PULL BOX. ROUTE CONTROL CIRCUIT CONDUCTORS FROM 5707 west 6th Ave. MACS TO SMOKE DETECTOR, HOUSING JUNCTION BOX, AND REWIND SWITCH JUNCTION BOX Denver,CO 80214 VIA THIS PULL BOX. (303)233-5838 FAAP RECEPTION IN PATIENT ROOMS, TIE Fax:(303)233-0516 243 INTO NURSE CALL SYSTEM. REFER TO PLANS FOR SECOND FLOOR LOCATIONS. SECOND FLOOR c c INTERIOR DESIGN:PLO CS Gallun - Snow P P 1553 Platte Street Suite 201 Denver,Colorado 80202 REFER TO PLANS TO EXISTING NON—ADDRESSIBLE (303)433-9500 T T FOR 120V CIRCUITS Fax; (303)433-5524 DEVICES THROUGHOUT VVMC seal/signature INS 545 ? q VV, EXISTING SIMPLEX MODEL 4100 FIRE ..�� ALARM CONTROL PANEL LOCATED - iS�ONAI. ,,+' IN THE OLD LAB LOUNGE NEAR 'st � `�` THE MAIN WEST ENTRY TO VVMC. UPGRADE PANEL 0131PONENTS F A C P F A C P F A C P F A C P AS NECESSARY. issued for CONSTRUCTION EXISTING SIMPLEX MODEL 2001 NON—ADDRESSIBLE FIRE ALARM PANELS LOCATED IN THE OLD LAB LOUNGE NEAR THE MAIN WEST ENTRY TO VVMC. Item date CD COMPLETION PACKAGE 10-15-01 PROVIDE BUSHING ON FIRST FLOOR FIRST FLOOR 1 ADDENDUM NO. 2 11-02-01 END OF CONDUIT. ADDENDUM NO. 3 11-13-01 A. S. 1. NO. 1 11-16-01 PROVIDE (1) 3/4"C WITH FIRE ALARM RISER DIAGRAM A. S. 1. NO. 2 12-05-01 PULLWIRE TO ABOVE NO SCALE A. S. 1. NO. 3 12-21-01 ACCESSIBLE CEILING FOR NURSE CALL WIRING. WIRING NOTES: SHALL BE PROVIDED AND 1. EXISTING FIRE ALARM SYSTEM IS SIMPLEX. INSTALLED BY NURSE CALL SUPPLIER (TYPICAL). 2. REFER TO FLOOR PLAN FOR EXACT LOCATIONS OF DEVICES. T 3. SIMPLEX SHALL PROVIDE BATTERY CALCULATIONS FOR NEW HORN/STROBES. 4. PROVIDE ADDITIONAL MAPNET CARDS AND POWER SUPPLIES AS REQUIRED TO NURSE - CALL DEVICE ACCOMMODATE NEW FIRE ALARM DEVICES. 5. UPDATE GRAPHIC ANNUNCIATOR PANEL TO REFLECT NEW WORK. NO SCALE drawn by CMp 6. PROVIDE (1) EMPTY 1" CONDUIT WITH PULLWIRE FROM EXISTING SIMPLEX 4100 4 CONTROL PANEL TO AREA ABOVE THE FIRST FLOOR ACCESSIBLE CEILING checked by JAS C00 DINATE ACTUAL DEVICE BACKBOX AND RACEWAY REQUIREMENTS WITH NURSE CALL APPROXIMATELY 10'-0" EAST OF CORRIDOR 129. PROVIDE A RED JUNCTION BOX SUPPLIER PRIOR TO WORK. AT THE END OF CONDUIT AND CLEARLY LABEL BOX AS "FUTURE FIRE ALARM". sheet title DIAGRAMS file name: E406 sheet number ... ... E4e06 HOSPITAL EQUIPMENT SCHEDULE LUMINAIRE SCHEDULE KEY DESCRIPTION LOAD VOLT-0 FEEDER O.C. PROTECII REMARKS LAMPS KEY DESCRIPTION LOOVA VOLT-0 FEEDER O.C. PROTECTION REMARKS _ �E DESCRIPTION VOLT MOUNTING MANUFACTURER, CAT. NUMBER KLM AAP 1 AREA ALARM PANEL- MED. GAS 1200 120-1 1 (2#12+#12G)1/2-C 20AlP EM POWER D � H-1 COMPUTER 500 120-1 (2012+#120)1/2-C 20AIP THRU VA Fl 2 F032/835 2X4 FLUORESCENT TROFFER WITH 12 CELL SEMI-SPECULAR 277 RECESSED LITHONIA AAP-6 PARABOLIC LOUVER, ELECTRONIC BALLAST GRID 2PM3N-G-B-2-32-12LD-277-OM H-2 PRINTER 1200 120-1 (2#12+#120)1/2'C 2OAlP APM-1 AIR PRESSURE MONITOR 200 120-1 (2#12+#12G)l/2"C 20AlP EM POWER F2 3 F032/835 2'X4' FLUORESCENT TROFFER WITH 1S CELL SEMI-SPECULAR 277 RECESSED LITHONIA VA PARABOLIC LOUVER, ELECTRONIC BALLAST GRID 2PM3N-0-9-3-32-18LD-277-GEB Architecture H-3 FAX MACHINE 800 120-1 (2#12+012G)I/2"C 20AIP B-1 HOT WATER BOILER, 4424 480-3 (4#12+#12G)1/2"C 15A3P 10A EM POWER; PROVIDE SHUNT—TRIP F3 NOT USED Engineering 3 Hp + CONTROLS (120V, 5A) VA FRS—R ENCLOSED CIRCUIT BREAKER AT EQUIP. Planning B-2 HOT WATER BOILER, 4424 480-3 (4#12+#12G)1/2"C 15A3P 10A IDA POWER; PROVIDE SHUNT-TRIP F4 2 FO32/835 2'X4' FLUORESCENT TROFFER WITH 0.128' ACRYLIC LENS, 277 RECESSED LITHONIA HLM Design USA, Inc. H-4 COPIER 1500 120--1 (2#12+#12G)1/2"C 2OAlP 3 HP + CONTROLS (120V. 5A) VA FRS-R ENCLOSED CIRCUIT BREAKER AT EQUIP. ELECTRONIC BALLAST GRID 2SP8-G-2-32-A12125-277-G® Suite 2750 H-5 REFRIGERATOR, FULL SIZE W/ 1000 120-1 (2#12+#120)1/2"C 20AIP BF-1 BOILER FEED SYSTEM, (2) 3/4 HP 3762 205-1 (3#10+#10G)3/4"C 3OA2P 25A EM POWER; SINGLE POINT CONNECTION F5 3 FO32/S35 2'X4' FLUORESCENT TROFFER WITH 0.125" ACRYLIC LENS, 277 RECESSED LITHONIA 707 17th Street ICE MAKER PUMPS + CONTROLS (120V, 5A) VA I FRN-R I ELECTRONIC BALLAST GRID 2SPS-G-3-32-A12125-277-GEB Denver, Colorado 80202-3427 H-6 MICROWAVE 1300 12D-1 (2#12+#120)1/2"C 20AlP CH-2 CHILLER, 294 FLA 234243 4$O-3 SEE ONE-LINE DIAGRAM ON E4.03 PROVIDE SINGLE POINT CONNECTION F6 4 F032/835 2'X4' FLUORESCENT TROFFER WITH 0.125" ACRYLIC LENS, 277 RECESSED LITHONIA 303.299.9041 VA AT CONTROL PANEL DISCONNECT SW. ELECTRONIC BALLAST GRID 2SPS-G-4-32-A12125-277-GEB FGA 4 F032/SW 2'X4' FLUORESCENT TROFFER WITH 0.125' ACRYLIC LENS, 277 RECESSED LITHONIA COND-2 CONDENSER UNIT, 29.2 FLA 24276 4OD-3 SEE ONE-LINE DIAGRAM ON E4.03 PROVIDE SINGLE POINT CONNECTION H-7 ICE MACHINE, COUNTERTOP 800 120-1 (2#12+#12091/2'C 20AlP ELECTRONIC BALLAST AND EMERGENCY BATTERY PACK GRID 2SP8-G-4-32-A12125-277-GEB-EL Chicaggoe Iowa ndo VA AT CONTROL PANEL DISCONNECT SW. CUH-1 CABINET UNIT HEATER, 336 120-1 (2#112+#12G)l/2"C 20AlP F7 1 CF26DD/835 6" COMPACT FLUORESCENT DOWNLIGHT, SEMI-SPECULAR 277 RECESSED UTHONIA Ph&&l his H-8 ICE MACHINE, UNDER COUNTER 800 120-1 (2#12+#120)1/2"C 2OAlP REFLECTOR, ELECTRONIC BALLAST AF-1/26DTT-GAR-LD-277-GE810 P Deriver (2) 1/15 HP FANS VA Washington San Francisco H-9 JUICE MACHINE 1000 120-1 (2#12+#12G)1/2"C 20AIP EF-1 EXHAUST FAN, 1 HP 1673 480-3 (3#12+#f2G)1/2"C; 15A3P 3A FS 2 CF26DD/835 G" COMPACT FLUORESCENT DOWNLIGHT, SEMI-SPECULAR 277 RECESSED LITHONIA Atlanta London VA I FRS-R REFLECTOR, ELECTRONIC BALLAST AF-2/26DTT-BAR-LD-277--GEB10 Dallas H-10 COFFEE MAKER 1300 120-1 (2#12+#120)1/2"C 20AIP EF-2 EXHAUST FAN, 3 HP 3824 480-3 (3#12+#12G)1/2'C 15A313 SA F9 F9 2 CF26DD/835 S- COMPACT FLUORESCENT WALLWASHER, SEMI-SPECULAR 277 RECESSED LITHONIA VA REFLECTOR, ELECTRONIC BALLAST AFW--2/26D1T-6AR-LD-277-GE910 F10 2 F032/835 4' WALL BRACKET IN STAIRWELLS 277 SURFACE LITHONIA project name/owner's naive H-11 TELEVISION/VCR 500 120-1 (2012+#120)1/2 0C 20AIP EF-3 EXHAUST FAN, 1/4 HP 696 120-1 (2#12+#120)1/2'C 20AlP EM POWER; PROVIDE THERMAL WALL WTHONIA -277-(;EB AMBULATORY NURSERY ISOLATION EXHAUST VA OVERLOAD DISCONNECT SWITCH H-12 DISHWASHER 1200 120-1 (2#12+#12G)1/2'C 20AIP EF-6 EXHAUST FAN, 1.14 FLA 137 120-1 (2#12+#12G)l/2"C 20AIP PROVIDE THERMAL OVERLOAD F11 2 F017/835 2' WALL BRACKET ABOVE MIRROR 277 SURFACE LITHONIA SURGERY I VA DISCONNECT SWITCH WALL WC-2-17-277-G® H-13 TELEVISION 250 120-1 (2012+#120)1/2"C 20AIP EWC-1 ELECTRICAL WATER COOLER 576 120-1 (2#12+#12G)l/2 0C 20AlP F12 1 F032/835 V UNDERCABINET LIGHT WITH 45 DEGREE LATERAL PRISM 120 SURFACE AL.KCO WOMEN'S VA LENS AND ELECTRONIC BALLAST SF332-BW-ECB CENTER Vail H-14 MONITOR 250 120-1 (2012+0120)1/2'C 20AIP GD-1 GARBAGE DISPOSAL, 1/2HP V 30 120-1 (2#12+012G)1/2"0 20AIP PROVIDE SWITCHED RECEPTACLE F13 1 CF26DD/835 DECORATIVE WALL SCONCE 277 SURFACE TO BE SELECTED BY ARCHITECT Valley H-15 FILM ILLUMINATOR, RECESSED, ISO 120-1 (21F2+#I2G)1/2"C 20AIP HARDWIRED HOT-1 HOT WATER DISPENSER 516 120-1 (2#12+#12G)l/2"C 20AIP PROVIDE THERMAL OVERLOAD f14 NOT USED Medical DUAL VIEW VA DISCONNECT SWITCH Center H-16 O.R. SURGICAL LIGHT, DUAL HEAD SOO 120-1 (2#12+#120)1/2-C 2OA2P HARDWIRED JT-1 JACUZZI TUB MOTOR, 1/4 HP 696 120-1 (2#12+#12G)1/2"C 2OAlP PROVIDE THERMAL OVERLOAD F15 2 F032/835 4' FLUORESCENT STRIP LIGHT, ELECTRONIC BALLAST 277 SURFACE LITHONIA DISCONNECT SWTCH; CONNECT TO LOAD C-2-32-277-GEB project number H-17 SCRUB SINK 200 120-1 (2#12+#120)1/2'C 2OAlP HARDWIRED VA SIDE OF GFI RECEPTACLE F16 DECORATIVE PENDANT 277 PENDANT TO BE SELECTED BY ARCHITECT [� (� MAP-1 MASTER ALARM PANEL 200 120-1 (2#12+#12G)1/2"C 20AIP EM POWER 980071 .04 120-1 (2#12+#120)1/2 H-18 CODE CART (CRASH CART) 500 C 20AIP VA F17 1 F032/835 4' FLUORESCENT STRIP LIGHT, ELECTRONIC BALLAST 277 SURFACE LITHONIA MVP-1 VACUUM PUMP, 2 10 HP 11754 480-3 OG 1"C 6OA3P EM POWER; PROVIDE SINGLE POINT S-1-32-277-GEB 44 PUMPS + CONTROLS (120V. 5A) VA ( + ) CONNECTION AT CONTROL PANEL F18 6 F032/835 2'X4' FLUORESCENT SEALED TROFFER WITH 0.125" 277 RECESSED LITHONIA consultants /construction massagers H-19 BLANKET WARMING CABINET 16 120-1 (2#12+#120)1/2"C 20AIP NM-1 NITROGEN MANIFOLD 200 120-1 (2#12+#12G)1/20C 2OAlP EM POWER ACRYLIC LENS GRID ZSRT-G-6-32-Fw-A12125-277`-GEB1Q MECHANICAL & ELECTRICAL: H-20 STERILIZER. STERIS low 120-1 (2#12+#120)1/2"C 20AIP VA F18A 6 F032/835 2'X4' FLUORESCENT SEALED TROFFER WITH 0.125" 277 RECESSED LITHONIA MKK PB-1 BOILER PUMP, 1-1/2 HP 2390 480-3 (3#12+#12G)1/2-0 15A3P 4A EM POWER ACRYLIC LENS, WITH EMERGENCY BATTERY PACK GRID 2SRT-G-6-32-FW-A12125-277-GESIO-EL Consulting Engineers, Inc. H-21 STERILIZER, EAGLE CENTURY 240 120-1 (2#12+#12G)1/2 0C 20AlP VA FRS-R F19 NOT USED 7350 E.Progress Place, Suite 100 AMSCO 16/16 PB-2 BOILER PUMP, 1-1/2 HP 2390 480-3 (3#12+#12G)1/2"C 15A3P 4A EM POWER Englewood,CO 80111 VA FRS-R F20 3 F032/835 4' BED LIGHT 120 SURFACE TO BE SELECTED BY ARCHITECT (303)721-6600 H-22 STERILIZER, EAGLE CENTURY 240 120-1 (2#12+#120)1/2"C 20AlP PB-3 BOILER PUMP, 3/4 HP 1274 480-3 (3012+#120)1/2"C 15A3P 2A l:hl POWER WALL Fax:(303)721-0200 AMSCO 20/20 H-23 SINGLE CHAMBER WASHER/ 10808 480-3 (3#12+#120)1/2'C 20A3P VA FRS-R F21 1 CF13DD/835 6' FLUORESCENT DOWNLIGHT, DROP OPAL L ENS, 277 RECESSED LITHONIA CONSTRUCTION MANAGER: Beck Group rou DISINFECTER Pe-1 CHILLER PUMP, 15 HP 16732 480-3 SEE ONE-LINE DIAGRAM ON E4.03 DAMP LOCATION LP6F-13DTT--120 The p H-24 AIR COMPRESSOR FOR WASHER/ 1176 120-1 (2#12+#120)1/2-C 20A1P VA F22 1 CF13DD/835 RECESSED FLUORESCENT STEPLIGHT 277 RECESSED LITHONIA 100 Technology Drive Suite 315 / SL1 F-13DTT Broomfield,CO 80021 DISINFECTER, 1/2 HP PC-2 CHILLER PUMP. 15 HP 16732 4$0-3 SEE ONE-LINE DIAGRAM ON E4.03 (303)466-9665 H-25 MOBILE C-ARM X-RAY UNIT W/ 500 120-1 (2#12+#120)1/2'C 20AIP VA F23 1 F017/535 2' UNDERCABINET LIGHT WITH 45 DEGREE LATERAL PRISM 120 SURFACE ALKCO Fax:(303)466-9667 PRINTER PCH-1 CHILLER CIRC. PUMP, 3 HP 3824 480-3 SEE ONE-LINE DIAGRAM ON E4.03 LENS AND ELECTRONIC BALLAST SF317-BW-ECB VA F24 3 F032/835 2'X4' FLUORESCENT TROFFER WITH 1S CELL SEMI-SPECULAR 277 RECESSED LITHONIA OWNERS REPRESENTATIVE: H-26 PYXIS MEDSTATION, MAIN UNIT 100 120-1 (2#12+#12G)1/2"C 20AIP PCH-2 CHILLER qRC. PUMP, 5 HP 6055 480-3 SEE ONE-LINE DIAGRAM ON E4.03 PARABOLIC LOUVER. (2) ELECTRONIC BALLASTS . GRID 2PM3N-G-9-3-32-IBLD-277-GEB/2 Western Skies, Inc. VA F25 2 F032/835 4' FLUORESCENT STRIP LIGHT. ELECTRONIC BALLAST 120 SURFACE LITHONIA 3400 E,Bayaud Avenue H-27 PYXIS SUPPLYSTATION, 252 12D-1 (2#12+#12G)1/2"C 20AIP C-2-32-120-GEB Denver,Colorado 80209 SINGLE MAIN UNIT PH-1 HOT WATER PUMP. 7-1/2 HP 8764 480-3 (3#112+#12G)1/2"C 20A3P 17.311 EM POWER (303)320.1010 252 120-1 (2#12+#120)1/2"C 2OAlP VA FRS-R F28 4 F032/835 2'X4' FLUORESCENT TROFFER WITH 0.125" ACRYLIC LENS. 277 RECESSED LITHONIA Fax; (303)377-9924 H-28 PYXIS SUPPLYSTATION, (2) ELECTRONIC BALLASTS GRID 2SPS-G-4-32-A12125-277-GES/2 DOUBLE MAIN UNIT PH-2 HOT WATER PUMP, 7-1/2 HP 8764 4BD-3 (3#12+#12G)l/2"C 20A3P 17.5A EM POWER STRUCTURAL: H-29 PYXIS SUPPLYSTATION, 150 120-1 (2#12+#120)1/2"C 20AIP VA FRS-R 11 1 IOOA/RP 5" INCANDESCENT DOWNLIGHT WITH BLACK BAFFLE 120 SURFACE LITHONIA DOUBLE AUX. UNIT PRTU-1 ROOFTOP UNIT PUMP, 1-1/2 HP 5498 480-3 (3#12+#12G)1/2"C 15A3P 9A EMPOWER WALL A-�B Bierbach VA FRS-R I2 RECESSED BIRTHING LIGHT 120 RECESSED FURNISHED BY OWNER, INSTALLED Consulting Engineers H-30 PYXIS SUPPLYSTATION, 252 120-1 (2#12+#12G)i/2"C 2OAlP GRID AND CONNECTED BY CONTRACTOR FLp(TRACK RTU-1 ROOF TOP UNIT SUPPLY FAN 76487 480-3 SEE ONE-LINE DIAGRAM ON E4.05 EM POWER; VFD WITH INTEGRAL DECORATIVE LOW VOLTAGE PENDENT 5707 West 6th Ave. 75 HP VA DISCONNECT SWITCH BY DIVISION 13 277 PENDENT TO BE SELECTED BY ARCHITECT Denver,CO 80214 H-31 FREEZER, UNDERCOUNTER 500 120-1 (2#12+#120)1/2-C 20AIP (303)233-5838 RETURN FAN 31870 480-3 SEE ONE-LINE DIAGRAM ON E4.03 VFD WITH INTEGRAL DISCONNECT 14 1 IOO-A19 6" INCANDESCENT DOWNLIGHT WITH CLEAR LENS 120 RECESSED LITHONIA Fax; (303)233-0516 H-32 ELECTRIC HEATING MAT 4500 208-1 (2#10+#IOG)3/4"C 30A2P NEMA 6-30 RECEPTACLE; 30 HP VA - SWITCH BY DIVISION 15 A-5-AR-LD-CGL MAT CONTAINS INTERNAL Se-1 STEAM BOILER. 1-1/2 HP + 2990 480-3 (4#'12+#120)1/2"C 15A3P 7A EM POWER Hl f MPf00/C/U/ DIRECT/INDIRECT METAL HALIDE WALL SCONCE 277 SURFACE TO BE SELECTED BY ARCHITECT GROUND FAULT PROTECTION CONTROLS (120V, 5A) VA FRS-R MED WALL SFC-1 SUPPLY FAN- BOILER COMBUSTION 300 120-1 (2#12+#120)1/2 00 2OAlP EM POWER; PROVIDE THERMAL H2 1 1MP7O/C/1U/ 7" METAL HALIDE LENSED DOWNLIGHT. DAMP LOCATION 120 RECESSED LITHONIA 1/12 HP VA OVERLOAD DISCONNECT SWITCH MED LGH-7OM-7RW-CHL-277 7CP-1 TEMPERATURE CONTROL PANEL 500 120-1 (2#12+#12G)1/2"C 20AIP EM POWER PROVIDED WITH SINGLE FACE LED EXIT LIGHT WITH WHITE FACE AND GREEN 120/ UNIVERSAL LITHONIA VA ® UNIT LETTERS, ARROWS AS SHOWN ON PLANS 277 LQM-S-W-1-0-120/277 UH-1 UNIT HEATER, 1/S HP 450 120-1 (2#12+#12G)1/2"C 20AIP PROVIDE WITH DOUBLE FACE LED EXIT LIGHT WITH WHITE FACE AND GREEN 120/ UNIVERSAL LITHONIA INTERIOR DESIGN: VA UNIT LETTERS, ARROWS AS SHOWN ON PLANS 277 LQM-S-W-3-G-120/277 Gallon - Snow UH-2 UNIT HEATER, 1/8 HP 450 120-1 (2#12+#12G)1/2"C 20AIP 1553 Platte Street Suite 201 VA Denver,Colorado 80202 UH-3 UNIT HEATER, 1/8 HP 450 120-1 (2#12+012G)l/2"C 20AIP (303)433-9500 VA Fax; (303)433-5624 UH-4 UNIT HEATER. 1/8 HP 450 120-1 (2#12+#12G)1/2"C 20AIP VA seal/signature i 33345 ,, �u,� �TIAtG Et'1O issued for CONSTRUCTION item, date CD COMPLETION PACKAGE 10-15-01 1 ADDENDUM NO. 2 11-02-01 ADDENDUM NO. 3 11-13-01 A. S. I. NO. 1 11-16-01 A. S. 1. NO. 2 12-05-01 A. S. I. NO. 3 12-21-01 drawn by Cw checked by JAS sheet title LUMINAIRE, HOSPITAL AND MECHANICAL EQUIPMENT SCHEDULES file name: F.s01 sheet number E5901 LOAD SUMMARY AND CALCULATION- "MDC", SERVICE ENTRANCE PANEL w H1A NEW­ NORMAL PANEL LZI NEW- NORMA SECT. , r1l FEEDER PANEL LIGHTS RECEPT. TOTAL LOST. APPL. EQUIP. HEATING XFMR UTILITY CONNEO1EO DES MQ VOLT al PHASE A WIRE SERVICE A PHASE SERVI MOTOR MOTOR LOAD LOAD 16M 1� AMP: MAIN BREAKER ❑ LUtS ONLY 0 MOUNTING : SURFACE El AMP: MAIN BREAKER ® LUGS ONLY p MOUNTING : SURFACE O PEAK REPORTED LOAD AIC: GROUND 8 NEUTRAL &7 FLUSH AIC: GROUND BUS ® NEUTRAL Fl.USH FROM HOLY 055 ELEC. i TIS10 TISIO ° Design FEB. 2000- FEB. 200 461.4 481.0 DESGRIPTION L R M E A L R M E DESCRIPTION DESCRIPTION L R M q L R M DESCRIPTION SPR 1 2 3034 L-STAFF OR LOCKERS R-LDRP Ti/ S 720 E 1000 1 2 720 E 500 R-POSTPART 3& TV NEW LOADS ADDED: SPR 3 4 2415 L-CORRID S R-LDRP 5& N S 540 E 1000 3 4 E 1000 R-POSTPART 2&3 TVS TO MD SECTION 2 55.2 74.3 147.8 76.5 98.0 9.0 3824 SPR 5 6 3063 L-LDPR R-LDRP 2dt3 TV S 720E 1000 5 6 720E 500 R-POSTPART 1&2 TV RTU-1 RETURN FAN M 10623 7 1740 L-ATRIUM ELE MECH R-LDRP 3 540 7 8 20 1080 R-NURSRY ISO CORK Architecture TD MDC SECTION 4 234.2 234.2 234.2 30 HP VFT) M 10823 9 10 2778 L-POST PARTUM R-LDRP 2 540 9 10 £ 1844 R-BLANKET WARMER TO MDC SECT. 5 N 58.9 24.3 58.9 En ineenn TO PANEL EDPA 6.2 324 8.8 6.2 ¢¢,8 - M 10623 11 12 2320 L-LOBBY WAITING R-LDRP 1 540 11 12 20 E 300 R-U.C. REFRIGERATOR g PANEL H36 S 7508 13 14 1885 L- 1ST ATRIUM CORR R-LDRP 4 TUB 180 M 696 13 14 SPR Planning S 6653 15 16 SPR R-LDRP TUB 180 M 898 15 16 720 R-CONFERENCE HLM Design USA, Inc. KVA DEMAND TOTAL VOLTAGE 2ZZ/ AM A PHASE - S 7384 17 18 SPR R-LDRP 6 TUB I80 M 896 17 18 360 R-RECEPTION Suite 2750 FACTOR INTERRUPTING CAP. PANELS L2D & S 32665 19 20 SP R-LDRP 7 TOILET TUB 3601M 698 19 20 E 1700 R-CONF. COMPUTER 707 17th Street LIGHTING ALA x 1.25 = ZLZ VIA 112.5 KVA XFMR S 33420 21 22 SP R-LDRP 7 540 21 22 E 1700 R-COMP. OFFICE Denver, Colorado 80202-3427 RECEPT., UP TO 10 KVA 1,QaQ x 1.00 = - S 32062 23 24 SP R-NURSERY 720 23 24 720 E 250 R- EP iC.� TOTAL DEMAND LOAD: I334,Z KvA 303.299.9041 RECEPT., REMAINING 4&I x 0.50 - 322 1809.6 AMPS PANEL EH2C S 32433 25 26 SP R-WAIT COFFEE CORR, 180 E 1300 25 26 900 E 250 R-SLEEP MOTORS 239.1 x 1.00 •� 239.1 VIA ATS--8 S 32635 27 28 SP R-WAITING TV E 500 27 28 E 1644 R-BLANKET WARMER LARGEST MOTOR 2 2 x 1.25 EM CRITICAL S 32151 29 0 SP R- AIMNG LDRP 1 72 E 500 29 30 E 1200 R-DISHWASHER 282fl TOTAL DESIGN CAPACITY: 3000 AMPS PANEL EH2D S 35403 31 .12 ..-, SP SPR 31 32 E 1300 R-COFFEE Chica°go Iowa Orland0 APPLIANCES x 1.00 VIA ATS-9 S 38284 33 34 SP R-LOCKER OOMS 80 1440 33 34 SPR EQUIPMENT 142,2 x 1.00 = 1Q2,2 SERVICE 500 KVA UTILITY TRANSFORMER EM EQUIPMENT) S 39874 35 36 SP R-LOUNGE CORRIDOR 720E 35 36 1 180 R L-INTERSTITIAL SP. Philadelphia Denver HEATING $.Q x 1.00 = SPARE 37 38 SP R-LDRP 3 TUB 180 M 596 37 38 SPR Washington San Francisco TRANSFORMER x 1.00 = DIsTRUBUTION CENTER "MDC', 3000A RATED SECTION Atlanta London PEAK UTILITY LOAD 3$1.Q x 1.25 $.,' FOR FUTURE 39 40 SP R-LDRP TUB 180 M 98 9 40 SP PHASE 2 WORK 41 42 SP R-LDRP 1 TUB 180 M 696 41 42 SP Dallas M 31869 LOAD IN M M 4872 LOAD !N M TOTAL A VOLT-AMPERES 17235 A TOTAL TOTAL 80 9900 A VOLT-AMPERES 140 5400 A TOTAL LOAD SUMMARY AND CALCULATION- "MDC", SECTION 2 E E E 5800 E 12188 project name/owner's game CONNECTED D.F. DEMAND CONNECTED D.F. DEMAND AMBULATORY FEEDER PANEL LIGHTS RECEPT. TOTAL LGST. APPL EQUIP. HEATING XFMR OTHER CONNECTED DESIM LIGHTING 55.2 1.25 69.0 CONNECTED 3824 KVA LIGHTING 0.3 1.25 d.4 CONNECTED 54.7 KVA MOTOR MOTOR RECEPT. FIRST 10 K 10.0 1.00 10.0 DESIGN 665.1 KVA RECEPT. FIRST 10 K 10.0 1.00 10.0 DESIGN 72'1 KVA SURGERY 1 NEW PANEL H2A 55.2 74.3 147.8 76.5 9610 9.0 382.4 RECEPT. REMAINDER 64.3 0.50 322 DEMAND 383.1 KVA RECEPT. (REMAINDER) 129 0.50 6.4 DEMAND 48.5 KVA MOTORS '7'1.3 1.00 71.3 SPARE 282.0 KVA MOTORS 4.2 1.00 4.2 SPARE 23.6 KVA I EXIST. PEAK METERED LARGEST MOTOR 78.5 1.25 95.6 CONNECTED LARGEST MOTOR 0.7 1.25 0.9 CONNECTED WOMEN'S LOAD 1200A SW 3 2-3 9 207.8 207.8 APPLIANCES 1.00 PHASE A 128.3 KVA APPLIANCES 1.00 PHASE A 18.7 KVA CENTER � �� EQUIPMENT 96.0 1.00 96,0 PHASE B 126.8 KVA EQUIPMENT 28.6 1.00 26.6 PHASE B 18.8 KVA Valley NEW LOADS ADDED: HEATING 9.0 1,00 9•o PHASE C 127.3 KVA HEATING 1.00 PHASE C 17.2 KVA i TO M SECTION 4 234.2 234.2 234.2 TRANSFORMER 1.00 PHASE BALANCE TRANSFORMER 1.00 PHASE BALANCE Medical TO MDC SECTION 5 67.6 24.3 67.6 OTHER 1.00 A TO B 997E OTHER 1.00 A TO B 1007E B TO C 10071 B TO C 917E Center REMOVED LOADS: C TO A 99% C TO A 92% FROM MDC SECT. 5 -8.8 -8.8 -8,8 project number TOTAL 3824 KVA 383.1 KVA ALL CIRCUIT BREAKERS TOTAL 54.7 KVA 48.5 KVA ALL CIRCUIT BREAKERS LOAD 459.9 AMPS 480.8 AMPS ARE 20 AMP, 1 POLE LOAD 151.7 AM 134.6 AMPS ARE 20 AMP, 1 POLE 980071 .04 KVA DEMAND TOTAL VOLTAGE ?.ZZ/1$Q , PHASE DESIGN 800.0 AMPS UNLESS NOTED OTHERWISE DESIGN 200 AMPS UNLESS NOTED OTHERWISE FACTOR INTERRUPTING CAP. SPARE 339.2 AMPS SPARE 65.4 AMPS LIGHTING A= x 1.25 - 59.Q RECEPT., UP TO 10 KVA 1Q�Q x 1.00 = 1S�Q TOTAL DEMAND LOAD: SZU KVA L - LIGHTING R = RECEPTACLE M = MOTOR T - TRANSFORMER SP SPACE L - LIGHTING R - RECEPTACLE M - MOTOR T - TRANSFORMER SP = SPACE consultants/construction managers RECEPT., REMAINING 4„4„'� x 0.50 = 32,2 1f73.2 AMPS S = SUBFEED E - EQUIPMENT A - APPLIANCE 0 - OTHER SPR = SPARE S - SUSFEED E - EQUIPMENT A - APPLIANCE 0 - OTHER SPR = SPARE MOTORS 2= x 1.00 = Z�.I MECHANICAL & ELECTRICAL: LARGEST MOTOR 2.34,2 x 1.25 = 292.5 TOTAL DESIGN CAPACITY: 2000 AMPS NOTES: NOTES: LOADS FROM SECTION TWO ARE INCLUDED IN TOTALS FOR SECTION ONE. MKK APPLIANCES x 1.00 = EQUIPMENT A= x 1.00 = J" SERVICE THIS SECTION RATED 2000A 1 PROVIDE 200X RATED NEUTRAL Consulting Engineers, Inc. HEATING &Q x 1.00 = $�Q 7350 E.Progress Place,Suite 100 TRANSFORMER x 1.00 = Englewood,CO 80111 PEAK METERED LOAD 2QZ.fl x 1.25 = 2= PANEL H39 " NEW- NORMAL PANEL L2D NEW- NORM SECT. 2 1 Fax:(303)721-0200 VOLT 3 PHASE WIRE SERVICE 2� VOLT ,A PHASE .1 WIRE SERVICE CONSTRUCTION MANAGER: AMP: MAIN BREAKER ❑ LUGS ONLY MOUNTING : SURFACE f7 228 AMP: MAIN BREAKER ❑ LUGS ONLY ® MOUNTING : SURFACE ® AIC: GROUND BUS NEUTRAL m FLUSH AIC: GROUND BUS m NEUTRAL FLUSH E3 The Beck Croup LOAD SUMMARY AND CALCULATION- "MDC", SECTION 4 o s o 0 0 100 Technology Drive Suite 315 FEEDER PANEL LIGHTS RECEPT. TOTAL LOST. APPL EQUIP. HEATING XFMR METER pEg DESCRIPTION L R M E A L R M E DESCRIPTION DESCRIPTION L R M E q L R M E DESCRIPTION Broomfield,CO 80021 MOTOR MOTOR LOAD �pAp �p L-CORRIDORS 3275 1 M 558 EXHAUST FAN- 1 R-RECEPTION 40 E 500 43 44 E 576 EWC-1 (303)466-9665 EXIST. PEAK METERED L-WAITING OFFICES 2420 3 4 M 558 f HP R-RECEPTION E 45 46 540 R-CORR k BALCONY Fax; (303)466-%67 LOAD 1200K SW 3 2- 3 9 207.8 207.8 L-RECOVERY 2225 5 6 M 558 - R-RECEPTION 720 47 48 1080 R--EQUIP. STORAGE L-OR OR9 2400 7 8 M 1275 EXHAUST FAN- 2 R-ICE MACHINE E 800 49 50 72D R-EQUIP. ST AGE OWNERS REPRESENTATIVE: NEW CRULLER-2 234.2 ?34.2 23,F,2 L-OR6 OR7 2400 1 M 1275 MAW R-JUICE E 1000 51 5 E 1300 R-MI OWAVE Western] Skies, Inc. L-LOCKER STERILE 3325 11 3 2 M 1275 - R-COFFEE E 1300 53 54 E 1000 R-REFRIGERATOR 3400 E.Bayaud Avenue NEW LOAD ADDED: SPR 13 14 SP SPR 55 56 E 1130 R-DISPOSAL TO M SECTION 5 67.8 24.3 87.8 SPR 15 16 SP R-CLEAN UTILITY 720 57 58 540 R-CLEAN SUPPLY Deaver,Colorado 80209 REMOVED LOADS: SPR 17 1 SP R-LDRP 4 540 59 60 720 R-RECOVERY (303)320-1010 SP 19 SP R-LDRP 5 540 1 62 900 E 500 R-POST PARTUM Fax:(303)377.9924 FROM MDC SECT. 5 -8.B -8.8 =8•g SP 21 22 SP R-LDRP 6 540 63 64 SP STRUCTURAL: SP 1_1231241 SP SP 65 66 Bierbach SP 25 26 SP SP 67 68 SP KVA DEMAND TOTAL VOLTAGE M/4Q ,I PHASE SP 27 28 SP SP 69 70 SP Consulting Engineers FACTOR INTERRUPTING CAP. SP 29 30 SP SP 71 72 5707 West 6th Ave. LIGHTING x 1.25 = M LOADS IN M 5499 SP 73 74 SP RECEPT., UP TO 10 KVA x 1.00 = TOTAL DEMAND LOAD: BS1.4 KVA TOTAL 16048 A VOLT-AMPERES A TOTAL Sp 75 76 Sp Deaver,CO 80214(303)233-5838 RECEPT., REMAINING x 0.50 = 735.4 AMPS SP 77 78 SP Fax: (303)233-0516 MOTORS ,5&S x 1.D0 = .$, CONNECTED D.F. DEMAND SP 79 80 SP LARGEST MOTOR 234.2 x 1.25 = 282.4. TOTAL DESIGN CAPACITY: AMPS LIGHTING 16.0 1. 5 1 CONNECTED 21.5 KVA SP 81 82 SP APPLIANCES x 1.00 = T. 1 1. DESIGN 83.1 KVA SP 83 84 SP EQUIPMENT x 1.00 = SERVICE 1200A FUSED SWITCH FEEDS THIS SECTION T. AIN 0. DEMAND 26.5 KVA M LOADS IN M HEATING x 1.00 MOTORS 7 1. 1. SPARE 56.6 KVA TOTAL 120 3060 A VOLT-AMPERES 4500 A TOTAL TRANSFORMER x 1.00 = GEST MOTOR 8 1. 4. CONNECTED E 4100 E 45D$ PEAK METERED LOAD 20i x 1.25 = 2&Li APPLIANCES 1. PHASE A 7.5 KVA EC D.F. AND EQUIPMENT PHASE B 6.7 KVA LIGHTING 0.1 1.25 0.2 CONNECTED 15.3 KVA A PHASE C 7.4 KVA RECEPT. FIRST 10 K 7.8 1,00 7.6 TRANSFORM 1.00 PHASE BALANCE RECEPT. (REMAINDER) 0.50 INTERIOR DESIGN: " " OTHER 1.00 A TO B 89% MOTORS 1.00 Gallun- Snow LOAD SUMMARY AND CALCULATION- MDC , SECTION 5 B TO C 9071 LARGEST MOTOR 1.25 CONNECTED 1553 Platte Street Suite 201 FEEDER PANEL LIGHTS RECEPT. TOTAL LOST. APPL EQUIP. HEATING XFMR OTHER CONNECTED DEM C TO A 98% APPLIANCES 1.00 PHASE A 5.7 KVA Denver,Colorado 80202 MOTOR MOTOR Lo�D Lor�D EQUIPMENT 8.$ 1.00 8.8 PHASE B 5.1 KVA (303)433-9500 EXISTING LOADS. TOT 1.5 K A .5 KVA ALL CIRCUIT BREAKERS HEATING 1.00 PHASE C 5.4 KVA Fax; (303)433-5624 PANEL HBA f 10.0 0 25.0 4.9 39.9 5.9 PS 1.9 ARE 20 AMP, 1 POLE TRANSFORM 1.00 PHASE BALANCE PANEL H1A 1 39.9 39.9 100 AMP UNLESS NOTED OTHERWISE OTHER 1.00 A TO B 907E PANEL H3A 1 39.9 39.9 B TO C 94% seal/signature SUPPLY FAN SF-1 21.5 21.5 21.5 C TO A 9571 1►►_;n0 SUPPLY FAN SF-5 21.5 21.5 21.5 L - LIGHTING R - RECEPTACLE M = MOTOR T - TRANSFORMER SP - SPACE ►ti' O .. ... MRI CB-1 1 33.3 33.3 S - SUSFEED E . EQUIPMENT A - APPLIANCE 0 - ETHER SPR - SPARE TO AL 18. KVA 16.3 KVA ALL CIRCUIT BREAKERS O�;•�'P M 1 AC-1 16.7 16.7 18.7 LOAD 45.2 AMPS 45.3 AMPS ARE 20 AMP, 1 POLE �':' ''`• CHILLER CONDENSER-1 11.2 11.2 11.2 NOTES: UNLESS NOTED OTHERWISE 3345 �,� AHU-7 11.2 11.2 11.2 MRI ACC-1 11.2 11.2 11.2 - • •' U�►►'� PUMP P-6 1.3 1.3 1.3 L - LIGHTING R - RECEPTACLE M - MOTOR T - TRANSFORMER SP - SPACE '�.ssIO�ALEfill$ S - SUBFEED E - EQUIPMENT A - APPLIANCE 0 - OTHER SPR - SPARE '•�i���iN/� NEW ADDED LOADS: CHILLER P MP PC-1 16.7 18.7 16.7 NOTES: 03 PRQVID 20071 ATED NEUTRAL CHILLER PUMP PC-2 16.7 15.7 16.7 issued for CHILLER CONDENSER-2 24.3 24.3 24.3 . CIRC. PUMP PCH-1 3.8 3.8 3.8 CONSTRUCTION . CIRC. UMP PCH-2 6.1 6.1 8.1 REMOVED PUMP P 4 -8.s -8.8 -8.8 PANEL L3C NEW- NORM SECT. 1 , PANEL L3C NEW- NORM SECT. 2 1 item date VOLT ,T PHASE A WIRE SERVICE 2M VOLT ,I PH A WIRE SERVICE CD COMPLETION PACKAGE 10-15-01 Z25 AMP: MAIN BREAKER 13 LUGS ONLY m MOUNTING : SURFACE 0 ZZ4 AMP: MAIN BREAKER ❑ LUGS ONLY 12 MOUNTING : SURFACE Ei KVA DEMAND TOTAL VOLTAGE: 2.ZZ/ AM A PHASE AIC: GROUND BUS 0 NEUTRAL m FLUSH AIC: GROUND BUS � NEUTRAL M FLUSH ADDENDUM NO. 2 11-02-01 FACTOR INTERRUPTING CAP. �� 0 0 0 0 ADDENDUM NO. 3 11-13-01 LIGHTING B$.4 x 1.25 1123 DESCRIPTION L R MAE q L R M A DESCRIPTION DESCRIPTION L R M A q L R M A E DESCRIPTION RECEPT., UP TO 10 KVA x 1.00 = , TOTAL DEMAND LOAD: 33 Q KVA R-RECOVERY 540 1 900 R-PACU RIVATE R-MINOR PROCEDURE 40 900E 360 43 44 720 R-E IP. ROOM A. 5.I. NO. 1 11-16-01 RECEPT., REMAINING x 0.50 �Q, Q AMPS R-RECOVERY 540 3 4 350 R-RECOVERY R-DECON SOILED 1080 45 46 1250 R-LOUNGE do LOCKERS MOTORS 153.4 x 1.00 = 153.4 R-RECOVERY 360 5 6 360 R-RECOVERY R-CONSULT. STERILE 1080 47 48 1080 R-LOCKERS ¢ A. S. I. NO. 2 12-05-01 LARGEST MOTOR 25.Il x 1.25 - 31.3 TOTAL DESIGN CAPACITY 600 AMPS R-NUR STATION 360 E 1000 7 8 E 1000 R-REFRIGERATOR SP 49 50 900 R-SOILED UTILITY A. S. I. NO. 3 12-21-01 APPLIANCES x 1.00 = R-BLANKET WARMER E 1644 9 10 E 1300 R-MICROWAVE SP 51 52 360 R-GI PACS EQUIPMENT 34.2 x 1.00 = 3a2 SERVICE 800A3P CIRCUIT BREAKER FEEDS THIS R-JUICE E 1000 11 12 180 R-GFl OFFICE R-CORRIDOR 80 72 53 54 360 R-PREP HEATING x 1.00 - SPR 13 14 E 1644 R-BLANKET WARMER R-C-ARM X-RAY E SOO 55 56 M 137 EXHAUST FAN -- 6 TRANSFORMER x 1.00 = SECTION R-NOURISHMENT 540 15 16 540 R-NUR S STATION R-DISPOSER M 1130 57 58 SPR OTHER x 1.00 = R-ICE MACHINE E 800 17 18 80 540 R-LINEN R-COFFEE E 1 59 60 SPR R-BUSINESS OFFICE 40 1250 19 20 180 E 500 R-NUR S STATION R-LOUNGE 1 61 62 SPR TAL CONNEC LOAD ASSUMED BE OF CUIT ER ATING. R-BUSINESS COMP. E 500 1 22 180 E 500 R-NUR S STATION R-TELEVISION E 250 3 64 SPR R-BUSINESS COMP. E 1000 23 24 E 500 R--COMP. RECEPTION R-REFRIGERATOR 40 E 1000 65 66 SPR R-COMP NURSE OFFICE E 500 25 26 180 R-OFFICE R-MICROWAVE E 1304 67 68 SPR R-PRIM E 1200 27 28 180 E 500 R-COMP. RECEPTION R-DISHWASHER E 1200 69 70 SPR Y t R-FAX E 800 29 30 E 500 R-COMP. NURSE 71 72 SPR >_ LOAD - uu SII 1�1 i ON FOR �Nn _LV R-STERILE 8O 72D 1 32 SPR SP 7 74 SP °7 R-COMP PAT. OFFICE 180E 500 33 34 SPR SP 75 76 SP drawn by C1VdP 0 120/208V, 225A MLO, 36, 4W w R-WAITING 1080 35 36 E 1500 COPIER SP 77 78 SP a SPR 37 38 SPR SP 79 80 SP checked by JAS a EXISTING PEAK METERED LOAD (2/23/01-3/2/01): SPR 39 40 M 696 EXHAUST FAN- 3 SP 81 82 SP c~n 41.OA X 125X - - 51.3 A SPR 41 42 540 R- ROOF 83 8 SP M LOADS IN M 696 M 1130 LOADS IN I11 137 TOTAL 120 5580 A VOLT-AMPERES 80 4140 A TOTAL TOTAL 160 3960 A VOLT-AMPERES 4680 A TOTAL NET TOTAL REMOVED LOAD, FIRST FLOOR E 8944 E 7944 E 5910 E REMODEL PROJECT (DATED 10-5-01): 1911 VA C D.F. DEM D CDNN CTED D.F. DEMAND LIGHTING 0.4 1.25 0.5 CONNECTED 43.5 KVA LIGHTING 0.2 1.25 0.2 CONNECTED 16.0 KVA RECEPT. FIRST 10 K 10.0 1.00 10,0 DESIGN 721 KVA RECEPT. FIRST 10 K 8.8 1.00 8.6 ADDED LOAD, THIS PROJECT: RECEPT. REMAINDER 8.4 0.50 4.2 DEMAND 39.7 KVA RECEPT. REMAINDER 0.50 0 8 DUPLEX RECEPTACLES 1080 VA MOTORS d.B 1.00 0.8 SPARE 324 KVA MOTORS 0.1 1.00 0,1 CX1 CABINET UNIT HEATER = 336 VA HIE LARGEST MOTOR 1.1 1.25 1.4 CONNECTED GEST M TOR 1.1 1.25 1.4 CONNECTED 3 UNIT HEATER, 1/8 HP EACH - 1350 VA 'JIE APPLIAN 1.00 PHASE A 13.9 KVA AP ANCES 1.00 PHASE A 5.0 KVA 3 STRIP LUMINAIRES, 2-4' T8 LAMP - 240 VA X 125% - 300 VA EQUIPMENT 228 1.00 228 PHASE B 14.8 KVA EQUIPMENT 5.9 1.00 5.9 PHASE B 5.3 KVA 10) DOWNLIGHTS, 1- 70W MH LAMP - 900 VA X 125% = 1125 VA HEATING 1.00 PHASE C 14,9 KVA HEATING 1.00 PHASE C 3.7 KVA CL TRANSFORMER 1.00 PHASE BALANCE TRANSFORMER 1.00 PHASE BALANCE v TOTAL ADDED LOAD, THIS PROJECT: 4191 VA OTHER 1.00 A TO B 95% OTHER 1.00 A TO 9 95% B TO C 9871 B TO C 93% sheet title Z C TO A 9471 C TO A -971 ELECTRICAL Ld NEr TOTAL ADDED LOAD. 90TH PROTECTS = 2250 VA = d.3 A O 20dV.3B �TqL 43,5 A 39.7 KVA ALL CIRCUIT BREAKERS TO AL 18. KVA 16.3 KVA ALL CIRCUIT BREAKERS TOTAL PANEL LOAD: = 57.6 A LOAD 1 PS 110.1 AMPS ARE 20 AMP, 1 POLE 44. AMPS 45.2 AMPS ARE 20 AMP, I POLE PANEL a DESIGN AMPS UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE SPARE 89 9 AMPS S REDUCES PANEL DESIGN LOAD: L - LIGHTING R - RECEPTACLE M - MOTOR T - TRANSFORMER SP - SPACE L = LIGHTING R = RECEPTACLE M - MOTOR T - TRANSFORMER SP - SPACE Sue name: E502 c� (FED FROM 70A FUSED SWITCH) = 70.0 A ►°� S - SUBFEED E = EQUIPMENT A = APPLANCE 0 - OTHER SPR = SPARE S = SUBFEED E - EQUIPMENT A - APPLIANCE 0 - OTHER SPR = SPARE CIE THIS MOTOR LOAD IS NOT THE LARGEST MOTOR LOAD CONNECTED TO PANEL "LD". sheet number w O OM CON AR D TO CTl N PR RA EU BU a � [,] PROVIDE 20071 RATED NEUTRAL BUS. E5e02 m o PANEL " EHBA NEW- EM LWIP., ECT. 1 PANEL EHBA " NEW- EM EQUIP. SECT. 2 PANEL ELBA1 " EXISTING- EM EQUIPMENT VOLT A PHA RE VICE 2=1 M2 VOLT A PHASE SERVICE VOL P "MR-Iff 225 AMP: MAIN BREAKER D LUGS ONLY 0 MOUNTING : SURFACE 61 AMP: MAIN BREAKER D LUGS ONLY 0 MOUNTING : SURFACE 12 p.QQ AMP: MAIN BREAKER D LUGS ONLY ® MOUNTING : SURFACE In AIC: GROUND BUS 0 NEUTRAL m FLUSH AIC: GROUND BUS ® NEUTRAL N FLUSH AIC: GROUND BUS NEUTRAL FLUSH D TIS10 0 O 0 DESCRIPTION L R MIAIE A L R M E DESCRIPTION DESCRIPTION L R M E A L R M E DESCRIPTION DESCRIPTION L R M A L R M DESCRIPTION � � [3] AIR PRESSURE FAN M 3880 1 2 BOILER 3 [2] [1] 1 -1 M 43 44 PD. [1] EXISTING LOAD E 1000 1 2 M 1178 EF-5 M 3880 3 4 2 HP 45 46 -1 R.O. CONTROL E 500 3 4 E 1000 EXISTING LOAD M 3880 5 6 - 47 48 . FUEL TANK M 1176 5 6 E 330 F DAMPERS- I.S. [3] EXHAUST FAN 4 M 498 7 8 1 [1] [1] - M 49 0 [1] SPR 7 8 SP 1 HP M 498 9 10 M 1875 4P • COPT HOT WAM M 2921 51 52 M 7'97 1-1 I9a FREEZER M 937 9 10 E so IISF'ILIIQ MCI. Su [t] Architecture M 498 11 12 M 1278 - - M 2921 53 54 M 7117 - - M 937 11 12 SP [3] PUMP 7 M 357 13 14 [1] SP 55 6 425 [i] - M 937 13 14 SP Engineering (3/4 HP COIL CIRC. M 357 1 16 SP 57 58 FREEZER COIL E 1000 i 5 16 sP Planning M 357 17 18 - SP 59 60 - - E 1000 17 1_8 ,--I SP HLM Design USA, Inc. [3] PUMP a M 720 19 20 M 277 PUMP 5 [3] SP 61 62 SP COOLER M 937 19 20 SP Suite 2750 1 HP GLYCOL. PUMP M 720 21 22 M 277 1 2 HP SUMP PUMP SP 63 64 SP M 937 21 22 SP 707 17th Street M 720 23 24 M 2771- SP 65 66 SP - M 937 23 24 SP Denver, Colorado $0202-3427 [3] PUMP 9 M 720 25 26 M 2105 R. . PUMPS [3] SP 67 68 SP COOLER COIL E 1000 25 26 SP 303.299.9041 1 HP GLYCOL PUMP M 720 27 28 M 2105 - SP 69 70 SP - E 1000 27 28 SP M 720 2 M 21051= SP 71 72 SP SP 9 3 SP [3] COMPRESSOR 5 M 1330 31 32 M 7479 SUPPLY FAN 2 [3] SP 73 74 SP SP 31 32 SP Charlotte Iowa City 3 HP M 1330 33 34 M '7479](20 HP SP 75 76 SP SP 33 34 SP M 1330 35 36 M 479 - SP 77 78 SP 35 36 SP Chicago Orlando [3] COMPRESSOR B M 1330 37 38 M 3718 RADIATOR- EM. GEN. [3] SP 79 80 SP 37 38 SP Philadelphia Denver 3 HP M 13301-.1-11140 M 3718 - SP 81 SP SP 40 SP Washington San Francisco M 1330 41 42 M 371 B - SP 83 84 SP SP 41 42 SP Atlanta London M 26505 LOADS IN M 49587 M 17528 LOADS IN M 6057 M 8798 LOAD IN M 1176 Dallas TOTAL A VOLT-AMPERES A TOTAL TOTAL A VOLT-AMPERES A TOTAL TOTAL A VOLT-AMPERES A TOTAL E E E E E 5500 E 13801 1 CONNECTED D.F. AND CONNEC D D.F. -DEMAND CONNECTED D.f. DEMAND project name/owner's name LIGHTING 1.25 CONNECTED, 99.7 KVA LIGHTING 1.25 CONNECTED 23.8 KVA LIGHTING 1.25 CONNECTED 14.9 KVA AMBULATORY RECID'T. FIRST 10 K 1.00 DESIGN 124.7 KVA RECEPT. FIRST 10 K 1.00 RECEPT. FIRST 10 K 1.00 DESIGN 21.8 KVA RECEPT. (REMAINDER) 0.50 DEMAND 105.3 KVA RECEPT. REMAINDER 0.50 RECEPT. REMAIN ER 0.50 DEMAND 15.6 KVA SURGERY ! MOTORS 77.2 1.00 77.2 SPARE 19.4 KVA MOTORS 14.8 1.00 14.8 MOTORS 5.2 1.00 5.2 SPARE 6.1 KVA LARGEST MOTOR 22.4 1.23 28.0 CONNECTED LARGEST MOTOR 8.8 1.25 11.0 CONNECTED LARGEST MOTOR 2.8 1.25 3.5 CONNECTED WOMEN'S APPLIANCES ;-00 PHASE A 32.8 KVA APPLIANCES 1.00 PHASE A 7.9 KVA APPLIANCES 1.00 PHASE A 5.1 KVA �■ OME` ' S Vail EOL ENT 00 PHASE B 33.4 VA EQUIPMENT 1.00 PHASE B 7.9 KVA EQUIPMENT 6.9 1.00 6.9 PHASE B 5.4 KVA CENTER HEATING 1.00 PHASE C 33.4 KVA HEATING 1.00 PHASE C 7.9 KVA HEATING 1.00 PHASE C 4.4 KVA Valley TRANSFORMER 1.00 PHASE BALANCE TRANSFORMER 1.00 PHASE BALANCE TRANSFORMER 1.00 PHASE BALANCE OTHER 1.00 A TO B 98% OTHER 1.00 A TO B 10076 OTHER 1.00 A TO B 93X B TO C 1007E B To C 100% B TO C 8171 Medical C M A 9879 C TO A 10079 C TO A 8771 Center TOTAL 99.7 KVA 105.3 KVA ALL CIRCUIT BREAKERS TOTAL 23.8 KVA 25.8 KVA ALL CIRCUIT BREAKERS TOTAL 14.9 KVA 15.6 KVA ALL CIRCUIT BREAKERS project number LOAD 119.9 AMPS 126.6 AMPS ARE 20 AMP, 1 POLE LOAD 28.4 AMPS 31.0 AMPS ARE 20 AMP, 1 POLE LOAD 41.2 AMPS 43.2 AMPS ARE 20 AMP, 1 POLE DESIGN 150 AMPS UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE DESIGN 60.0 AMPS UNLESS NOTED OTHERWISE 98007 .O� SPARE 23.4 AMPS SPARE 16.8 AMPS L - LIGHTING R - RECEPTACLE M - MOTOR T - TRANSFORMER SP = SPACE L - LIGHTING R = RECEPTACLE M - MOTOR T = TRANSFORMER SP = SPACE L = LIGHTING R - RECEPTACLE M = MOTOR T = TRANSFORMER SP = SPACE S. - SUBFEED E - EQUIPMENT A - APPLIANCE 0 - OTHER SPR - SPARE S - SUSFEED E - EQUIPMENT A - APPLIANCE 0 - OTHER SPR - SPARE S - SUBFEED E - EQUIPMENT A - APPLIANCE 0 - OTHER SPR - SPARE consultants/construction managers NO • LOADS FROM SECTION TWO ARE INCLUDED IN TALS FOR SECTION ON NOTES: 1 NOTES: MECHANICAL & ELECTRICAL: 1 HIM LOADIL MKK BO M 3 N A REdIL�ANT OACIUIP. IT ILL M)T K UM UN.�S ON 1 OR 2 FALL Consulting Engineers, Inc. R ."T E>CSIND LOADg► 7350 E. Progress Place, Suite 100 Englewood,CO 80111 (303)721-6600 Fax; (303)721-0200 PANEL EH1 L EXISTING- EM LIFE SAFE PANEL EH28 NEIL EMERGENCY PANEL EH2C NEW- EM CRITICAL PANEL " EH2D NEW- EM EQUIPMENT CONSTRUCTION MANAGER: S$Q VOLT PH A WIRE SERVICE VOLT .1 PHASE A WI E SERVICE AN VOLT PH A WIRE SERVICE �Q VOLT H WIR VICE 1QQ AMP: MAIN BREAKER D LUGS ONLY 0 MOUNTING : SURFACE D B� AMP: MAIN BREAKER D LUGS ONLY m MOUNTING : SURFACE 0 228 AMP: MAIN BREAKER D LUGS ONLY m MOUNTING : SURFACE ® M AMP: MAIN BREAKER D LUGS ONLY 0 MOUNTING : SURFACE Il The Beck Group AIC: GROUND BUS NEUTRAL a7 FLUSH El AlC: GRQUND BUS NEUTRAL Fl.USH AIC: GROUND BUS NEUTRAL FLUSH AIC: GROUND L3U5 NEUTRAL FLUSH 100 Teclaaolagy Drive Suitt 315 0 0 0 0 0 0 0 Broomfield,CO 80021 DESCRIPTION L R M A L R M E DESCRIPTION DESCRIPTION L R M E q L R M E DESCRIPTION DESCRIPTION L R M A E q L R M A DESCRIPTION DESCRIPTION L R M E q L R M DESCRIPTION (303)466-9665 L- 1 ST 1598 1 2 1726 L- 2ND FLOOR N. SP 1 2 SP SPR 1 S 2570 ORB PANEL STEAM BOILER SS-1 M 797 1 2 M 3718 VACUUM PUMPS Fax:(303)466-9667 11 L- 2ND FLOOR S. 2155 3 4 1587 L 3RD FLOOR S. SP 3 4 SP L- POST PAR C-SECT 2480 3 4 S 2240 - (1-1/2 HP PUMP + M 797 3 4 M 3718 090-1 2- 10 HP OWNERS REPRESENTATIVE: L- BASEMENT 2670 5 6 E 2000 FILM PROCESSOR SP 5 6 SP L-LDRP NURSERY 1960 5 6 S 2370 OR7 PANEL CONTROLS M 1397 5 6 M 4318 PUMPS+ CONTROLS L- 3RD FLOOR N. 3800 7 8 T 5000 PANEL EL3L SP 7 8 SP SPR 7 8 S 22401- SP 7 8 M 1832 ROOFTOP UNIT PUMP Western Skies, Inc. L- 3RD FLOOR N. 3648 9 10 T 5000 VIA 15 KVA XFMR SP 9 10 SP SPR 9 10 S 2570 ORB PANEL SP 9 10 M 1632 P TU-1 3400 E.Bayaud Avenue L- 3RD FLOOR N. 3893 11 12 T 5000 - SP 11 12 SP SPR 11 12 S 2240 - SP 11 12 M 1832 - Denver,Colorado 80209 1 14 SP 13 14 SP SP 13 14 S 257 OR9 PANEL SP 13 14 5 15 16 SP 15 16 SP SP 15 16 S 22 - SP 15 16 S Fax: (303)377.9924 2 17 18 SP 17 1 SP SP 17 1 B S 1890 C-SECTION PANEL SP 17 18 SP 19 20 PANEL EH2 S 32433 19 20 SP SP 19 20 S 1880 - SP 19 20 SP STRUCTURAL: E VIA ATS-6 S 32635 21 .22 .00-% SP SP 21 22 SP 5P 1 22 SP 3 4 EM CRITICAL S 32151 23 24 SP �' 23 24 SP SP 3 24 SID Bierbach 25 26 PANEL EH2D S 46189 25 26 SP SP 25 6 SP RTU-1 SUPPLY FAN M 25496 5 S 6560 PANEL Consulting Engineers 27 28 VIA ATS-9 S 46360 27 28 SP SP 27 28 SP 75 HP VFD M 25496 27 28 S 6421 VIA 30 KVA XFMR 5707 West 6th Ave. 29130 29 30 SP 29 30 SP - M 29 30 S 6831 - Denver,CO 80214 M LOADS IN M M LOADS IN M SP 31 32 SP M 79479 LOADS IN M 17250 (303)233-5838 TOTAL 17762 A VOLT-AMPERES 3313 A TOTAL TOTAL A VOLT-AMPERES A TOTAL 33 34 SP TOTAL A VOLT-AMPERES A TOTAL Fax.(303)233.0516 SP 35 SP CONNECTED D.F. D AND N EM PANEL EH3A S 14677 37 38 S 8496 PANEL EL2A C D.F. AN LIGHTING 21.1 1.25 26.3 CONNECTED 38.1 KVA LI G 5 6.5 CONNECTF-D 236.9 KVA - S 14781 39 40 S 8344 VIA 45 KVA XFMR LIGHTING 1.25 CONNECTED 116.3 KVA RECEPT. FIRST 10 K 1.00 DESIGN 83.1 KVA RECEPT. (FIRST 10 K 10. 1. 1 .0 DESIGN 415.7 KVA - S 15477 41 4 S 8014 - RECEPT. FIRST 10 K 1.00 DESIGN 291.0 KVA Lid RECEPT. REMAINDER 0. DEMAND 43.4 KVA RECEPT. R MAINDER 23.1 0. 11.6 DEMAND 255.3 KVA M LOADS IN M RECEPT. (REMAINDER) 0.50 DEMAND 135.5 KVA MOMS I.00l SPARE 39.8 KVA MOTOR 7.1 1. 27.1 SPARE 180.4 KVA TOTAL 4440 A VOLT-AMPERES A TOTAL M TORS 24.5 1.00 24.5 SPARE 155.5 KVA MWIM MM 5 CONNECTED LARGEST MOTOR 98.8 1.25 .5 CONNECTED E E 6 CONNECTED APPLIAN 100 PHASE A 121 KVA 1. PHASE A 78.6 KVA CONNECTED D.F. DEMAND APPLIANCES 1. PHASE A 3&4 KVA UIPME:INT 0 1.00 2.0 PHASE B 12.4 KVA EQUIPMENT 47.8 1.00 47.8 PHASE B 75.0 KVA LIGHTING 21. 1. 28.5 CONNECTED 97.2 KVA EQUIPMENT 6.4 1. .4 PHASE B 38.3 KVA , HEATING 1.00 PHASE C 1&5 KVA HEATING .0 1.00 9.0 PHASE C 79.3 KVA RECEPT. FIRS 10 K 10.0 1.00 10.0 DESIGN 124.7 KVA HEATING 1. 9.0 PHASE C 39.7 KVA INTERIOR DESIGN. TRANSFORMER 1 PHASE BALANCE TRANSFORMER 1 DO PHASE BALANCE RECEPT. REMAINDER 23.1 0.50 11.6 DEMAND 91.3 KVA TRAM 1. PHASE BALANCE Gallun - Snow TH A 1'0 B 9871 OTHER 1.00 A TO B 10079 MOTORS 1. 2 1.00 1.2 SPARE 33.4 KVA A TO B 10071 1553 Platte Street Suite 201 B TO C 91% B To C 100% LARGEST MOTOR 1.4 1.25 1.8 CONNECTED B TO C 969 Deaver,Colorado 80202 C TO A 89% C TO A 9970 APPLIANCES 1.00 PHASE A 324 KVA C TO A 9776 (303)433-9500 EQUIPMENT 40. 1.00 40.3 PHASE B 32.8 KVA Fax:(303)433.5624 TOTAL 3&1 KVA 43.4 KVA ALL CIRCUIT BREAKERS TOTAL 36.9 KVA 55.3 KVA ALL CIRCUIT BREAKERS HEATING 1.00 PHASE C 32.2 KVA TOOT 118 3 KVA 135.5 KV ALL CIRCUIT BREAKERS 6969 - 45.8 AMPS 52.2 AMPF_ ARE 20 AMP, I POLE L .9 AMPS 307.1 AMPS ARE 20 AMP, 1 POLE TRANSFORMER 1.00 PHASE BALANCE M P ARE 20 AMP, 1 POLE GN 100 AMP UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE OTHER 1.00 A TO B III 3 P UNLESS NOTED OTHERWISE seal/signature SPARE .B P B TO C 9976 SP 1 101, lr fl C TO A 99X , 4�••• L - LIGHTING R - RECEPTACLE M - MOTOR T - TRANSFORMER SP - SPACE L - LIGHTING R - RECEPTACLE M - MOTOR T - TRANSFORMER SP - SPACE L - LIGHTING R - RECEPTACLE M - MOTOR T - TRANSFORMER SP - SPACE �� ���. S - SUSFEED E - EQUIPMENT A - APPLIANCE 0 - OTHER SPR - SPARE S - SUSFEED E - EQUIPMENT A - APPLIANCE 0 - OTHER SPR - SPARE TOTAL 97.2 KVA 91.3 KVA ALL CIRCUIT BREAKERS S - SUBFEED E - EQUIPMENT A - APPLIANCE 0 - OTHER SPR - SPARE v' 333gS�� LOAD 116.9 AMPS 109.8 AMPS ARE 20 AMP, 1 POLE= � NOTES: NOTES: DESIGN 150.0 AMPS UNLESS NOTED OTHERWISE NOTES: p•�•.,�•u•�I,:�'��,,,� SPARE 40.2 AMPS �`�S/4NAl V*OF L - LIGHTING R - RECEPTACLE M - MOTOR T - TRANSFORMER SP - SPACE ANG E1G10 S - SUBFEED E - EQUIPMENT A = APPLIANCE 0 - OTHER SPR - SPARE NOTES: issued for CONSTRUCTION PANEL " EH2E NEW- al UFE SAFETY PANEL EL2A NEW-EM CRITICAL SECT. 1 1 PANEL EL2A " NEW--EM CRrn SE=CT. 2 1 PANEL EL28 NEW- EM EQUIPMENT '� date VOLT Al PHASE WIRE SERVICE 2Q@ VOLT $ PHASE A WIRE VICE 299 VOL A PHASE A WIRE SERVICE 2M VOLT PH A WI SERVO CD COMPLETION PACKAGE 10-15-01 �QQ AMP: MAIN BREAKER D LUGS ONLY EI MOUNTING : SURFACE m y�Q AMP: MAIN BREAKER ® LUGS ONLY D MOUNTING : SURFACE ® 228 AMP: MAIN BREAKER O LUGS ONLY ® MOUNTING : SURFACE ® AMP: MAIN BREAKER 0 LUGS ONLY D MOUNTING : SURFACE AEC: GROUND BUS NEUTRAL IC FLU AEC: GROUND BUS NEUTRAL FLUSH AEC: GROUND BUS ® NEUTRAL ® FLUSH AIC: GROUND BUS NEUTRAL FLUSH ADDENDUM NO. 2 11-02-01 0 O 0 0 S 0 S 0 0 0 ADDENDUM NO. 3 11-13-01 DESCRIPTION L R M E q L R M E DESCRIPTION DESCRIPTION L R M E q L R M E DESCRIPTION DESCRIPTION L R M E A L R M E DESCRIPTION DESCRIPTION L R M q L R M DESCRIPTION ELEV SMOKE CURTAIN E 1140 1 2 420 L EGRESS 1ST FLOOR R-PYXIS UNITS E 1106 1 2 160 E 250 R-MONITOR L.DRP I SPR 1 360 R-RECOVERY F DAMPERS- 2ND E 880 1 2 H 2250 HEAT MAT- R A. S. I. NO. 1 11-16-01 ELEV SMOKE CURTAIN E 1140 3 4 2870 L-EGRESS 2ND FLOOR SPR 3 4 720 R-HEAD WALL LDRP 1 R-STERILIZER 8: SINK E 440 3 4 360 R-RECOVERY F S DAMPERS- 2ND E 990 3 4 H 2250 - A. S. 1[. NO, 2 12-05-01 ELEV SMOKE CURTAIN E 1140 5 6 880 MORE 3RD FLOOR SPR 5 6 180 E 250 R-MONITOR LDRP 2 R-PYXIS E 252 5 6 SPR f DAMPERS- 2ND E 1100 5 6 H 2250 HEAT MAT- ROOF ELEV SMOKE CURTAIN E 1140 7 8 E 1000 MED GAS AAP-1 3 4 R-TELEPHONE ROOM 540 7 8 720 R-HEAD WALL LDRP 2 SPR 7 1110 BED BIRTH F DAMPERS- 3RD E 880 7 H 2250 - A. S. I. NO. 3 12-21-01 SP 9 10 E 600 MED GAS AAP-5 6•NM- SPR 9 10 180E 250 R-MONITOR LDRP 3 SPR 9 10 1480 L-LDRP BED BIRTH F DAMPERS- 3RD E 1100 9 10 M 1581 BOILER FEED SYS. SP 11 12 SP R-NURSERY 1080 11 12 720 R-HEAD WALL LDRP 3 SPR 11 12 1520 L- POST PARTUM F DAMPERS- 3RD E 1100 11 12 M 2181 BF-1 2-3 4 HP+ CNTL SP 13 14 SP R-RECEPTION 160E 500 13 14 720 R-BEAD WALL LIMP 4 SP 13 14 SPR SPR 13 14 E 300 SFC-1 SP 15 16 SP R-RECEPTION 180E 500.0-1% 1 5 16 180 E 250 R-MONITOR LDRP 4 SP 15 16 SPR SPR 15 1 fi M 500 TCP-1 SP 17 18 SP R-NURSERY 1080 17 18 180 E 250 R-MONITOR LDRP 5 SP 17 18 SPR SPR 17 18 R SP 19 2 SP R-NURSERY d: ISO 720 19 20 720 R-HEAD WALL LDRP 5 SP 19 20 SP SP 19 20 SP SP 21 22 SP R-POST PARTUM 3d:4 720 21 22 720 R-HEAD WALL LDRP 6 SP 21 22 SP SP 21 22 SP SP 23 24 SP R-POST PARTUM 1&2 720 23 24 180 E 250 R-MONITOR LDRP 8 SP 23 24 SP SP 23 24 SP SP 1_1251261,I SP R-COMP & PYXIS 380 E 600 25 2 180E 250 R-MONITOR LDRP 7 SP 25 26 SP SP 25 26 SP SP ±EE�z SP R-WARMING CABINET E 1844 27 28 72D R-HEAD WALL LI 7 SP 27 28 SP SP 7 SP SP R-PYXIS E 352 29 30 E 1000 R- RI 1 MA 29 30 29 30 SID M LOADS IN M M LOADS IN M M LOADS IN M M LOADS IN M 4262 TOTAL A VOLT-AMPERES 6170 A TOTAL TOTAL 55801A VOLT-AMPERES 6300 A TOTAL TOTAL A VOLT-AMPERES 4110 720 A TOTAL TOTAL A VOLT-AMPERES A TOTAL. dmwn by CNVIP 1 0 CONNECTED D.F. D AND f CONNEC D.F. DEMAND CONNE TED D.F. DE AND checked by JAS GHTING 6. 1. 7.7 CONNECTED 12.3 KVA LIGHTING 41 1.25 &1 CONNECTED 24.9 KVA 1 CONNECTED 5.5 KVA CONNECTED 19.6 KVA RECEPL (FIRST 10 K20 im DESIGN 83.1 KVA RE T. (FIRST 10 K 0.0 1.00 10.0 DESIGN 45.0 KVA T .7 RECEPT, RST 1 K 1.00 DESIGN 30.0 KVA T. REMAI DER DEMAND 13.9 KVA RECEPT. AINDER 6 .50 1.3 DEMAND 24.6 KVA RECEPT. REM NDER 0. RECEPT, REMAi ER .50 DEMAND 20.6 KVA MOTOR 1 SPARE 69.3 KVA MOTORS 1 SPARE 20.4 KVA MO 1. TOR 0.5 i 00 .5 SPARE 9.4 KVA LAR MO 1. CONNECTED 1 CONNECTED LARGEST MOTOR- 1. CONNECTED GEST MOTOR 3.8 .25 4.7 CONNECTED APPLI 1. PHASE A 3.7 KVA PHASE A B.5 KVA AN 1.00 PHASE A 1.5 KVA P PHASE A 6.6 KVA EQUIPMENT PHASE B 4.6 KVA E PMENT &1 .00 8.1 PHASE B &3 KVA .7 PHASE B 2.3 KVA PHASE B 6.4 KVA HEATING in PHASE C 4.0 KVA H NG 1.00 PHASE C &0 KVA HEATING 1.001 PHASE C 1.8 KVA H TING 9.0 1.00 9. PHASE C 8.8 KVA TRANSFORMER 100 PHASE BALANCE TRANSFORM 100 PHASE BALANCE TRANSFORM 1. PRASE BALANCE TRAM OR 1. PHASE BALANCE OTHER 1. A TO B 8071 A TO B 9871 OTHER 1 A TO B 6476 OTHER 1.00 A TO B 9BX B TO C 87% B TO C 9671 B TO C 787E B TO C 9771 C TO A 9279 C TO A 94% C TO A 8379 C TO A 9976 TOTAL 12.3 KVA 13. KVA ALL CIRCUIT BREAKERS TOTAL 4. KYA 24 VA ALL CIRCUIT BREAKERS TOTAL 5.5 KVA B. KVA ALL CIRCUIT BREAKERS AL 19.6 6 KVA ALL CIRCUIT BREAKERS LOAD 14. AMP 18.7 AMP ARE 20 AMP, 1 POLE LO 69. AM 6 P ARE 20 AMP, 1 POLE 15. 1& AM ARE 20 AMP, 1 POLE 4 PS .1 PS ARE 20 AMP, 1 POLE DESIGN 1 AMP UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE DESIGN AM UNLESS NOTED OTHERWISE sheet title JUL SPARE A61!IIII 26.2 A_uPS L - LIGHTING R - RECEPTACLE M - MOTOR T - TRANSFORMER SP - SPACE L - LIGHTING R - RECEPTACLE M - MOTOR T - TRANSFORMER SP - SPACE L - LIGHTING R - RECEPTACLE M - MOTOR T - TRANSFORMER SP - SPACE L - LIGHTING R - RECEPTACLE M - MOTOR T - TRANSFORMER SP - SPACE ELECTRICAL S - SUBFEED E - EQUIPMENT A - APPLIANCE 0 - OTHER SPR - SPARE S - SUBFEED E - EQUIPMENT A - APPLIANCE 0 - OTHER SPR - SPARE S - SUBFEED E = EQUIPMENT A - APPLIANCE 0 - OTHER SPR - SPARE S - SUBFEED E - EQUIPMENT A - APPLIANCE 0 - OTHER SPR = SPARE PANEL NOTES: NOTES: LOADS FROM SECTION RATED NEUTRAL BUS.DED IN TOTALS FOR SECTION ONE. NOTES: 1 PROVIDE 200% RATED NEUTRAL BUS. NOTES: SCHEDULES file name: E503 -' sheet number E5903 PANEL EH3A NEW- EM CRITICAL PANEL EL3D NEW-EM CRITICAL, SECT. 1 r1l PANEL EL3D NEW-EM CRITICAL, SECT. 2 , ISOLATION PANEL PANEL OR6 EMERGENCY - CRITICAL r1l 1$Q WXT A PHASE A WRE OVICE PHASE A VARE SERVICE T I PHASE A WIRE SERVICE VOLT PHASE 2. WIRE SERVICE � � 1M AMP: MAIN BREAKER D LUGS ONLY 10 MOUNTING : SURFACE C3 ]; AMP: MAIN BREAKER ® LUGS ONLY E3 MOUNTING : SURFACE ® 22& AMP: MAIN BREAKER D LUGS ONLY ® MOUNTING : SURFACE ® A KVA: MAIN BREAKER+ ® LUGS ONLY D MOUNTING : SURFACE D AIC: GROUND BUS NEUTRAL FLUSH ANC: GROUND BUS NEUTRAL FLUSH NC GROUND BUS NEUTRAL FLUSH ANC: GROUND BUS NEUTRAL FLUSH 0 0 0 0 0 50 SO DESCRIPTION L R M E A L R M E DESCRIPTION DESCRIPTION L R M A E A L R MINE DESCRIPTION DESCRIPTION L R M E A L R M E DESCRIPTION DESCRIPTION L R M 1 L R M DESCRIPTION WASHER E 3503 1 2730 L-oR-B OR-9 R-HEADWALL RECOV. 380E 250 1 2 0 E 250 R-HEADWALL WALL RIVAT RR-PYXIS - RECOVERY E 252 31 32 SPR FILM ILLUMINATOR ,80E 18G 1 2 540 R-SOUTH WALL Architecture DISINFEC OR E 3603 3 4 2400 L-OR-6 OR-7 R-HEADWALL RECOV. 360E 250 4 0 E 250 R-HEA WALL ACU. R-STERIS E 1800 33 4 SPR E 3603 5 6 3150 L-RECOVERY R-HEADWALL RECOV. 360E 250 5 6 360E 250 R-HEADWALL PACU. AIR COMPRESSOR M 1176 35 36 E 352 R-PY)GS R-EAST WALL 40 540 3 4 380E 500 R-NORTH WALL, XRAY Engineenng SP 7 SPR R-HEADWALL RECOV. 380 E 250 7 8 350 E 2N0 R-HEADWALL PREP. AUTO DOORS - 3RD M 1440 37 38 360E 250 R-HEADWALL PREP Planning 9 10 SPR R-HEADWALL RECOV, 360 E 250 9 10 360 E 250 R-HEADWALL REP. SPR 39 40 360 E 250 R-HEADWALL PREP R-WEST WALL&CLOCK 720 E 20 5 6 180 E 750 MONITOR do ORBITER HLM Design USA, Inc. Sp- 11 12 SPR R-HEADWALL RECOV. 360 E 250 11 12 E 1440 AUTO DOORS - 3RD TELEPHONE ROOM 540 41 42 E 500 SCRUB SINK do CLOCK Suite 2750 SP 13 14 SP R-HEADWALL RECOV. 360 E 250 -3 14 E 1800 R-STERIS R-PYXIS - RECOVERY E 252 43 44 SPR SURGICAL LIGHT 800 7 8 SPR 707 17th Street SP 15 16 SP R-H WALL RECOV, 350 E 250 15 16 150 E 504 R-PYXIS & PATH SPR 45 46 SPR SP 17 18 SP R-HEADWALL RECOV, 350 E 250 17 18 E 504 R-PYAS SPR 47 48 SPR 9 10 Denver, Colorado 80202-3427 SP 19 20 SP R-STERILIZER E 240 19 20 SPR SP 49 50 SP 303.299.9041 SP 21 22 SP R-BLANKET WARMER E 1844 1 22 360 R-MINOR PROCEDURE SP 51 52 SP 1 12 SP 23 24 SP R-PYXIS E 352 3 24 200 360 R-MINOR PROCEDURE SP 53 54 SP PANEL EL3D S 8344 2 6 SP R-CRASH CART E 500 25 E 200 NITROGEN MANIFOLD SP 55 5 SP Charlotte Iowa City VIA 45 KVA XFMR S 8758 27 8 SP R-HEADWALL q ACU 380E 250 27 28 SPR SP 57 58 SP ChiCagO Orlando .00 S 8714 29 30 SP R-H W GI A 360E 29 30 E 240 R-STERN ZER SP 59 60 SP 15 16 Philadelphia Denver M LOADS IN M M LOADS IN M M 2616 LOADS IN M Washington San Francisco TOTAL A VOLT-AMPERES 8290 A TOTAL TOTAL 3960 A VOLT-AMPERES 200 2700 A TOTAL TOTAL 540 A VOLT-AMPERES 720 A TOTAL M LO S IN M Atlanta London TOTAL 840 144D A VOLT AMPERES 10801A TOTAL D.F.CONNECTED A D.F. AN CO EM Dallas LIGHTING 8.5 1. 10.6 CONNECTED 44.9 KVA LIGHTING 0. 1. .3 CONNECTED 25.8 KVA LIGHTING 1.25 CONNECTED 7.5 KVA CONNECTED D.F. DEMAND R T. FIRST 0 K 7.9 1.00 7.9 DESIGN 83.1 KVA RECEPT. FIST 10 K 7. 1. 7.9 DESIGN 4,5.0 KVA RECEPT, FIRST 10 K 1.00 1.3 LIGHTING 0.8 1.25 1.1 CONNECTED 4.8 KVA projeCtname/ownwls name R CEPT. REMAINDER 0.5 DEMAND 47.4 KVA RECEPT. REMAINDER 0. DEMAND 26.2 KVA RECEPT. REMAINDER O RECEPT (FIRST 10 K 2.5 1.00 1 DESIGN b.0 KVA M TORS 1.2 1. 1, SPARE 35.7 KVA MOTORS 1.2 1. 1 SPARE 18.8 KVA MOTOR 1. 1 0 1.2 RECEPT. R AINDER 0. DEMAND b.0 KVA AMBULATORY LARGEST CONNECTED MO CONNECTED T .4 CONNECTED SPARE 0.0 KVA S AMBULATORY 1 APPLIANCES 1.00 PHASE A 14.7 KVA APPLIANCES 1.00 PHASE A 8.3 KVA AN 1. 0 PHASE A 16 KVA LARGEST MO 1. 5 EQUIPMENT 25. 1.00 25.9 PHASE B 14.8 KVA EQUIPMENT 1 .1 1.00 15.1 PHASE B N3.8 KVA IPM T 3.7 1. 3 7 PHASE B 2.4 KVA APPLIANCES 1. CONNECTED 4.8 KVA WOMEN'S HEATING 1.00 PHASE C 15.5 KVA HEATING 1.00 PHASE C 8.7 KVA HEATING 1. 0 PHASE C 2.6 KVA EQUIPMENT 1. ,. 1.5 X1 2.6 KVA TRANSFORMER 1.00 PHASE BALANCE TRANSFORMER , PHASE BALANCE' TRANSFORMER 1. 0 PHASE BALANCE HEATING , X2 22 KVA CENTER Vail OTHER 1-00 A TO B 99% OTHER 1.00 A TO B 957E A TO B 94% TRANSFORMER B To C 95X B TO C 99X B TO C 94% OTHER Valley C TO A 95X C TO A 96X C TO A 99X Medical TAL 44 9 KVA 47.4 KVA ALL CIRCUIT BREAKERS TOTAL .8 KVA 6.2 KVA ALL CIRCUIT BREAKERS TOTAL 7. KVA 7.9 KVA ALL CIRCUIT BREAKERS Center LQAD .0 M 5 A ARE 20 AMP, I POLE L 71.7 7 ARE 20 AMP, 1 POLE AM ARE 20 AMP, 1 POLE V V QESIGN 100 AMPS UNLESS NOTED OTHERWISE D 1 UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE 0 .1 PS 4 SPARE M .1 P D 60 AMPS project number P L - LIGHTING R - RECEPTACLE M - MOTOR T - TRANSFORMER SP - SPACE L - LIGHTING R - RECEPTACLE M - MOTOR T - TRANSFORMER SP - SPACE L - LIGHTING R - RECEPTACLE M - MOTOR T = TRANSFORMER SP = SPACE 980071 .04 S - SUBFEED E - EQUIPMENT A - APPLIANCE 0 - OTHER SPR - SPARE S - SUBFEED E - EQUIPMENT A - APPLIANCE 0 - OTHER SPR - SPARE S - SUSFEED E - EQUIPMENT A - APPLIANCE 0 - OTHER SPR = SPARE L - LIGHTING R - RECEPTACLE M - MOTOR T - TRANSFORMER SP = SPACE S - SUBFEED E • EQUIPMENT A - APPLIANCE 0 - OTHER SPR - SPARE NOTES: NOTES: LOADS FROM SECTION TWO ARE INCLUDED IN TOTALS FOR SECTION ONE. NOTES: 1 PROVIDE 200% RATED NEUTRAL BUS. consultants/construction managers [1] PROVIDE 200% RATED NEUTRAL BUS. NOTES: *PROVIDE 15A2P MAIN CIRCUIT BREAKER IN PANEL ON 480Y PRIMARY OF ISOLATION XFMR. WATH PANEL MOUNTED LINE ISOLATION MONITOR AND WCATOR ALARM. MECHANICAL & ELECTRICAL: [1] PROVIDE SQUARE D HOSPITAL ISOLA11ON PANEL #5H5S51DD1, OR ENGINEER APPROVED EQUAL MKK Consulting Engineers, Inc. 7350 E.Progress Place, Suite 100 Englewood,CO 80111 (303)721-6600 LOAD SUMMARY AND CALCULATION- "EDPA ISOLATION PANEL PANEL OR7 EMERGENCY - CRITICAL 1 ISOLATION PANEL PANEL ORS EMERGENCY - CRITICAL , Fax:(303)721-0200 FEEDER / PANEL LIGHTS RECEPT. TOTAL LGST. APPL EQUIP. HEATING XFMR METER 00NNECTO DES 01 1211 VOL 1 PHASE 2 WIRE VI VOLT 1 PHASE 2 WIRE VICE MOTOR MOTOR LOAD um A KVA: MAIN BREAKER* ® LUGS ONLY D MOUNTING : SURFACE D 1 KVA: MAIN BREAKER* ® LUGS ONLY D MOUNTING : SURFACE D CONSTRUCTION MANAGER: EXIST. P METERED AIC: GROUND BUS ® NEUTRAL FLUSH �I N GROU D BUS ® NEUTRAL FLUSH LOAD AT ATS-4 (3/9- 3 , 89.8 69.8 S o 0 0 The Beck Group DESCRIPTION L R M E I L R M DESCRIPTION DESCRIPTION L R M 1 L R M DESCRIPTION 100 Technology Drive Suite 315 ATS-5 27.2 8.2 15.0 50.4 FILM ILLUMINATOR 180 E 180 1 2 540 R-SOUTH WALL FILM ILLUMINATOR 180 E 180 1 2 540 R-NORTH WALL (303)4 &9 65 80027 (303)46b-4665 EXIST. PEAK METERED R-WEST WALL 40 540 3 4 380 E 500 R-NORTH WALL, XRAY R-WEST WALL 40 540 4 380E 500 R-SOUTH WALL. )CRAY Fax:(303)466-9667 LOAD AT ATS-6 223- 3 166.3 166.3 OWNERS REPRESENTATIVE: R-EAST WALL&CLOCK 720 E 20 5 6 180 E 750 MONITOR do ORBITER R-EAST WALL&CLOCK 720E 20 5 6 180 E 750 MONITOR do ORBITER Western Skies, Inc. ATS-7 I.S. ROOM 317 32.7 SURGICAL LIGHT 800 7 SPR SURGICAL LIGHT B00 7 SPR 3400 E.BayaudAvenue NEW LOAD ADDED: TO EHBA 32.4 8.8 32.4 9 10 � 10 Denver,Colorado 802 (303)320-1010 Fax.(303)377-9924 11 1 11 12 STRUCTURAL: KVA DEMAND TOTAL VOLTAGE: 2ZZ/ M I PHASE Bierbach FACTOR INTERRUPTING CAP. LIGHTING 2Z.2 x 1.25 = &11 Consulting Engineers RECEPT., UP TO 10 KVA x 1.00 - , TOTAL DEMAND LOAD. 419.7 KVA 15 16 15 16 RECEPT.. REMAINING x 0.50 = INQJA AMPS s7o7 wit eta Ave. MOTORS 21i x 1.00 = =i M LO S IN M M LO S IN M Denver, 14 (303)233-5838 LARGEST MOTOR LA x 1.25 = 11,0, TOTAL DESIGN CAPACITY: �80 AMPS TOTAL B40 1440 A VOLT AMPERES 10801A TOTAL TOTAL 840 14401A VOLT AMPERES 10601A TOTAL Fax; (303)233-0516 APPLIANCES x 1.00 = E 50 E 200 E 1250 EQUIPMENT AU x 1.00 - Au CONNECTED D.F. DEMAND CONNECTED D.F. DEMAND HEATING x 1.00 LIGHTING 0.8 1.25 1.1 CONNECTED 4.8 KVA LIGHTING 0.8 1.25 1.1 CONNECTED 4.8 KVA TRANSFORMER ],'�.Q x 1.00 - �,'�,Q RECEPT. FIRST 10 K 15 1. DESIGN 5.0 KVA RECEPT. (FIRST 10 15 1.00 2. DESIGN 5.0 KVA PEAK METERED LOAD 2,x$,1 x 1.25 - 295A DEMAND 5.0 KVA DEMAND 5.0 KVA MQTORS 1.00 SPARE 0.0 KVA SPARE 0.0 KVA LARGEST MOTOR 1.2 MO 1 APPLIANCES 1. CONNECTED 4.8 KVA APPLIANCES 1.00 CONNECTED 4.8 KVA LOAD SUMMARY AND CALCULATION- "EDPB" GENERATOR EQUIPMENT 1.5 1. 1.5 X1 2.6 KVA EQUIPMENT 1, L. 1.5 X, 2.5 KVA FEEDER / PANEL LIGHTS RECEPT. TOTAL LOST. APPL EQUIP. HEATING XFMR METER ooNN� DMON 1 X2 Z2 KVA H X2 22 KVA INTERIOR DESIGN: MOTOR MOTOR LOAD UM0 Gallon - Snow EXIST. P METERED OTHER 1 0 1. 1553 Platte Street Suite 201 LOAD AT ATS-4 3 9- 3 1 89.8 69.8 Denver,Colorado 80202 (303)433-9500 ATS-5 27.2 8.2 15.0 50.4 Fax:(303)433-5624 K T A K EXIST. PEAK METERED LOAD 1 AMP 41.8 AMPS LOAD 40.1 AMP 41 PS LOAD AT AT'S-8 223-- 3 166.3 168.3 DESIGN 60 AMPS D AMPS seal/signature AT5-7 I.S. ROOM 32.7 32.7 A P ��4�D ���/sT L - LIGHTING R - RECEPTACLE M - MOTOR T - TRANSFORMER SP = SPACE L - LIGHTING R - RECEPTACLE M - MOTOR T - TRANSFORMER SP = SPACE N LO ADDED: S - SUBFEED E - EQUIPMENT A - APPLIANCE 0 - OTHER SPR = SPARE S - SUBFEED E - EQUIPMENT A - APPLIANCE 0 - OTHER SPR = SPARE TO EHBA 32.4 8.8 324 NOTES: *PROVIDE 15A2P MAIN CIRCUIT BREAKER IN PANEL ON 480V PRIMARY OF ISOLATION XFMR. WITH PANEL NOTES: *PROVIDE 15A2P MAIN CIRCUIT BREAKER IN PANEL ON 480V PRIMARY OF ISOLATION XFMR. WITH PANEL 3 11 ` ' PANEL EH28 21. 33.1 125.9 98.8 47.6 9.0 236.9 MOUNTED LINE ISOLATION MONITOR AND INDICATOR ALARM. MOUNTED NINE ISOLATION MONITOR AND INDICATOR ALARM. l,A;1�;�!,.• ��;�� [1] PROVIDE SQUARE D HOSPITAL ISOLATION PANEL #5H5S51DD,, OR ENGINEER APPROVED EQUAL [1] PROVIDE SQUARE D HOSPITAL ISOLATION PANEL #5H5S51DD1, OR ENGINEER APPROVED EQUAL .ss�O�fAl.��f�' y ' ��.....<<' cam' KVA DEMAND TOTAL VOLTAGE 2ZZ/ M I PHASE L7M ENG' FACTOR INTERRUPTING CAP. LIGHTING M x 1.25 AU RECEPT., UP TO 10 KVA 1QiQ x 1.00 = 14.Q TOTAL DEMAND LOAD: B72a KVA issue for RECEPT.. REMAINING 2 .1 x 0.50 = a A= AMPS MOTORS AU x 1.00 .. CONSTRUCTION LARGEST MOTOR Au x 1.25 = 12,�.,'�, TOTAL DESIGN CAPACITY: 836 AMPS APPLIANCES x 1.00 = EQUIPMENT I= x 1.00 - �,� SERVICE EXISTING 277/480y, 6DOKW GENERATOR ISOLATION RAN PANEL OR9 EMERGENCY - cRITICAL 1 ISOLATION PANEL PANEL C-SECT EMERGENCY - CRITICAL , ;Rem date HEATING $.Q x 1.00 - �.Q 12Q VOLT 1 PHASE 2 WIRE SERVICE 12Q VOLT 1 PHASE 2 WIRE SERVICE TRANSFORMER J" x 1.00 - L'4,Q (ALTITUDE DERATED TO 556 KW/ 695 KVA) ,5, KVA: MAIN BREAKER* ® LUGS ONLY D MOUNTING : SURFACE 13 A KVA: MAIN BREAKER* ® LUGS ONLY D MOUNTING : SURFACE D CD COMPLETION PACKAGE 10-15-01 PEAK METERED LOAD 2.,�, x 1.25 = 2L%l AIL: GROUND BUS ® NEUTRAL ® FLUSH ® AIC: GROUND BUS ® NEUTRAL FLUSH 0 0 0 0 1 ADDENDUM NO. 2 11-02-01 DESCRIPTION L R M T L R M E DESCRIPTION DESCRIPTION L R M T L R MINE DESCRIPTION ADDENDUM NO. 3 11-13-01 FILM ILLUMINATOR 180 E 180 1 2 540 R-NORTH WALL R-NORTH WALL 180 E 180 1 2 540 R-SOUTH WALL A. S.I. NO, 1 11-16-01 LOAD SUMMARY AND CALCU LATT ON- ATS 5 LIFE SAFETY FEEDER / PANEL LIGHTS RECEPT. TOTAL I=. APPL EQUIP. HEATING XFMR OTHER ��Ip DESON R-EAST WALL 40 540 3 4 360 E 500 R-SOUTH WALL, XRAY R-EAST WALL 360 3 4 720 R-NORTH WALL 4 A. S. I. NO. 2 12-05-01 MOTOR MOTOR tCVD LOAD R-WEST WALL&CLOCK 720 E 20 5 180 E 750 MONITOR & ORBITER R-WEST WALL&CLOCK 720 E 20 5 6 E 250 MONITOR & PWR DRP A. S. I. NO. 3 12-21-01 EXISTING PANEL EH1L 21.1 10 15.0 38.1 NEW PANEL EH 6.2 6.2 12.3 SURGICAL LIGHT 500 7 8 SPR SURGICAL LIGHT 800 7 8 SPR KVA DEMAND TOTAL VOLTAGE 2ZZ/ � PHASE 9 10 9 10 FACTOR INTERRUPTING CAP. IAMP 1 1 11 12 LIGHTING 2.0 x 1.25 �- RECEPT., UP TO 10 KVA x 1.00 = TOTAL DEMAND LOAD: , Z.2 KVA RECEPT.. REMAINING x 0.50 = 9$,B, AMPS TOTAL MOTORS x 1.00 LARGEST MOTOR x 1.25 TOTAL DESIGN CAPACITY: 100 AMPS 5 16 1 16 APPLIANCES x 1.00 00 EQUIPME NT A2 x 1.00 - AL2 M LO M M LO S IN M dmwnby CMP ° HEATING x 1.00 = TOTAL 840 1440 A VOLT RES 1080 A TOTAL TOTAL 800 1260 A VOLT AMPERES 126D A TOTAL a_ TRANSFORMER 15.4 x 1.00 - 1�Il checked by JAS NEC F DEMAND CONN CTED D.F. AN OTHER x ,.DO - .1 CONNECTED 4.8 KVA CONNECTED 3.8 KVA N 1. DESIGN 5.0 KVA 1 DESIGN 5.0 KVA RECEPT. (REMAINDER) 0. DEMAND 5.0 KVA RE T. (REMAINDER) DEMAND 4.0 KVA LOAD SUMMARY AND CALCULATION- "EH DP" MOTORS 0 ' SPARE 0.0 KVA MOTORS TOR �: SPARE 1.0 KVA.251 LARGEST FEEDER PANEL LIGHTS RECEPT. TOTAL LOST. APPL EQUIP. HEATING XFMR METER ODNNWM DEgION APPLIANCES 1. CONNECTED 4.8 KVA APPLIANCES 1. CONNECTED 3.$ KVA MOTOR MOTOR LOAD LOAD X1 If KVA X1 1.9 KVA EXIST. PEAK METERED H TING 1. X2 2.2 KVA H1=A11N 1.00 X2 1.9 KVA LOAD AT ATS-6 3 9- 3 158.3 166.3 SF M 1. TR ORM 11100 0 0 f. THER 1.00 CL N LOAD ADDED: M BA 32.4 8.8 32.4 � TOTAL 4 A 0 A MLA L 3. KVA 4 A UKVA DEMAND TOTAL VOLTAGE 2ZZ/ AW $ PHASE LOAD .1 60 S 1.4 AM 1 PS sheet title FACTOR INTERRUPTING CAP. . 6 LIGHTING x 1.25 = RECEPT., UP TO 10 KVA x ,.00 - : TOTAL DEMAND LOAD: 24U KVA ELECTRICAL it1C1�L RECEPT., REMAINING x 0.50 2RU AMPS L - LIGHTING R - RECEPTACLE M - MOTOR T - TRANSFORMER SP = SPACE L - LIGHTING R - RECEPTACLE M - MOTOR T - TRANSFORMER SP - SPACE p MOTORS 2 x 1.00 = 2�.Z S - SUBFEED E - EQUIPMENT A - APPLIANCE 0 - OTHER SPR = SPARE S - SUBFEED E - EQUIPMENT A - APPLIANCE 0 # OTHER SPR - SPARE PANEL a- LARGEST MOTOR LA x 1.25 11.Q TOTAL DESIGN CAPACITY: AMPS APPLIANCES x 1.00 - NOTES: *PROVIDE 15A2P MAMA CIRCUIT BREAKER IN PANEL ON 480V PRIMARY OF ISOLATION XFMR. MATN PANEL NOTES: *PROWDE 15A2P MAIN CIRCUIT BREAKER IN PANEL ON 480V PRIMARY OF ISOLATION XFMR. WITH PANEL SCHEDULES EQUIPMENT x 1,00 - , SERMC7E FED FROM 450A FUSED SWITCH IN "EDPA" MOUNTED LINE ISOLATION MONITOR AND INDICATOR ALARM. MOUNTED LINE ISOLATION MONITOR AND INDICATOR ALARM. Imm HEATING x 1.00 [1] PROVIDE SQUARE D HOSPITAL ISOLATION PANEL #5H5S51DD1, OR ENGINEER APPROVED EQUAL [I] PROVIDE SQUARE D HOSPITAL ISOLATION PANEL #5H5S51DD1. OR ENGINEER APPROVED EQUAL file name: ES 4 r TRANSFORMER x 1.00 - AND 450A3P C8 IN "EDPB" VIA A73-8 PEAK METERED LOAD .3 x 1.25 - 2d7.9 sheet cumber E5 ,904 Dec-18-01 05:13pm From-HLIJI DESIGN +3032899442 T-902 P.02 F-417 P Aratsrecnus f December 1 r,2001 APPROVED BY THE 'OWN OF VAIL ? DESIGN REVIEW BOARD Mr.George 'uthcr Town of Va.1 Planning Department DATE, ! Z UD G 75 South Fr,-wage Road Vail,Colora;o 81657 PLANNER. &.R. Re: Vail Va ley Medical Center—Phasc I Expansion 1 Dear Mr.Re_ivr- This letter is intended to serve as documentation of the materials list youxequeswd for she Vail Valley Mcxhcal Center Phas, I Expansion. Also,utis letter will provide a brief ddsmiption of our exterior liglimg plan to include guar Jry and location 1. The om rior building facade alone West Mcadow drive which is the South elevation will have four differen- materials that wiII compose this blinding faeade. The first material is a natural sandstone base which u id wrap the columns at the first floor and proceed up to,the third level and engage the windows at The third floor. The color of the stone will be a beige or bald'color with some gradients of browns and tans. T1 sandstone will be natural stone and applied in masonry laid up condition_ The texture of she sandstot ::will have a cleft face that fronts Wcst Meadow Drive. The sizes will range from 12"x 12"to 24"x 3C 2. The sect ud material that will be used on the South Facade is a glass fiber reinfurc:cd concrete(GFRQ panel sy rem: The GFRC panel system will bd modular in size and wtll have reveals within the system to imply a pattern that reflects the dcstgn of the building along the South made. IT is intended that the face n of the G :ARC panels will have a The loco:ion of the CFRC pane will beat the interface betwcen the existing Wm wing and Elie stone Portion c i Phase I. . KO I%A 441 C0UUZ&fV- COW Aa! 3. The shirt material on the South facade will be E.I.F.S. Two diffcn nz colors of 12J.P.S.will he appliud on [he Soutl f4ade. At the first tsnd second level,a reddish brown color will be used in-between storefront glass tha will closely,match the color of the GFRC panel and the aluminum window frames_ As the third floor;a 1 ghtcr buff color will be used above the stone that wraps The windows and this color will proceed S up to me a a stone cornice at the roof parapet. 4. Tho four h material on the South building fartade is at the roof. The roof will consist of.a metal standing seam roc`system that will be medium bronze in color. The seams will be 18"on center and this atochrsnh al screen will engage the wall along the entire length of the building at Elie South olev.atton;and seep bacl as the screen returns to the North_ Thcse m;aerials are the only materials that will be used on the exterior facades of the building. Along the North an I East faeades facade E.1.F.S. will be the primary material,in the darkrr color as described above_ Sti:te 2750 707 17'Stan r-k-nrcr.CO 80303-342.7 303. 399-9042 f X ?99-9040 www himammsn.com 4 1 Dec-18-01 05:13pm From-HlM DESIGN +3032899042 T-802 ?.03 F-W - George Rut rff December 111,2001 Page 2 At the l -arth building fagade in.addition to the dark E.U.S.,there will be some purn:hcd glass block windov, Lastly,There will be a glass skyliaghE system along a portion of the North fagade. This skylight will be artially visible from the North side of the building,only above certain heights. S. The ext Aor lighting for this:project will consist of 12 reccs"down lights under the avcrhang in the soffir at th® South Facade cenwrod on each of the 12 storefront windows. Thv+will provide exterior lighting to'tliis space for safety reasons. We also anticipate 3-4 light:bollards to be installed along the sidowal; ,which will connect the existing exit stair to the new streetscape. The selection of those fixtures has nor )wn made at this time and is stibject to coordination with The T.0.F_strcetscape plan, Hopefully th s information will assist you in the Phase I project permit approval process. If you have any questions rel an-ding the above information,please do nor hesirarc to call toe. Sincerely, Barry R.Vice , Associate Ar:hitect 980071.040.:,) BRV.bry Cr_Stan And rrsun,VVMC Dominic 14auriello,$Al Braun Associates,Inc. VAIL VALLEY MEDICAL CENTER TOWN OF VAIL# 181 WEST MEADOW DRIVE C-WEST#201155 VAIL, CO RESPONSE TO RESPONSES PAGE 1 of 1 12/11/01 APPLICABLE CODES: 1997 Uniform Building Code(UBC) 1997 Uniform Mechanical Code(UMC) 1997 Uniform Plumbing Code(UPC) 1999 National Electrical Code(NEC) CABOIANSI A117.1-1992 Accessibility Standards(CIA) Based on responses to the plan review comments dated 11123101,the issues in the referenced review appear to be satisfactory except for the following: 16. Original comment remains in place. The door swing for the refrigeration machine room shall open in the direction of egress.A minimum of two exits is required for a machine room exceeding 1000 square feet area. 17. Combustion air louvers shall be minimum two louvers at 16.1 square feet of free area each. 18. The UMC is very specific that the emergency control switch shall be located outside of the machine room. The code suggests a break-glass type of switch. This is the codes attempt to limit the effects of vandalism. The use of an alternative design, locating the emergency control switches on the outside of the machine room is subject to the specific approval of the local building official. 20. Removal of the fire smoke dampers and their associated smoke detectors is subject to the specific approval of the local building official. 21. Provide details of fire rated enclosure for review and approval. 22. Alternative design is subject to the specific approval of the local building official. 23. Provide details of revised louver sizing for review and approval. 28. Provide details of revised outdoor air ventilation quantity for review and approval. 35, 39, 40, 42, 43, 45 and 46. Insufficient information has been provided in response to these comments. Response indicates MKK will issue clarification in next A.S.I. C-WEST CODE CONSULTANTS Ron M. Drey, CBO ICBO#60998 Town of Vail Building Safety and Inspection Services 75 . South Frontage Rd. Vail, Colorado 81657 (970) 479-2138 Plan correction report is based on the 1997 Uniform Building Code Project Number: B01-0353 Date: January 7, 2002 Project Name: VVMC Phase I Expansion Address : 181 W. Meadow Dr Contractor: HC Beck LTD 119-A Occupancy: I1 . 1, I1 . 2 Construction: IFR Engineer: MKK Consulting Eng. Inc. Architect : Russell A. Sedmak #B-2758 Report By: Charlie Davis # SHEET IDENTIFICATION CORRECTION REQUIRED 1 General Combustible material is not allowed to be used for any exterior wall or roof assemblies. Plywood must be replaced with gypsum board. Sec. -- 602 . 1 2 M1 . 00 Mechanical Refrigeration room doors shall open in the direction of egress travel. Sec. -- 1007 . 7 . 2 . 3 This has also been noted by C-West Code Consultant' s code review dated 11/23/01 & 12/11/01 . 3 Provide a signage plan for all ADA accessible routes and alternate routes. This plan shall also include all accessible spaces such as restroom facilities etc. . This plan must be implemented prior to occupancy in any newly constructed spaces. Y'a IFFj � ov T Page # 2 Code review for: Project Id. : Address : 4 Please prepare an inspection program for the following special inspections required for this project: Sec. --106. 3, 1) Structural steel inspection, connections,materials used, and compliance to approved strutcural plans. 2) Fireproofing of all strucural elements by way of spray- applied materials. 3) Inspection of interstial space, compliance to FPE recomendations for sealing off from other areas and the removal of all combustible materials. This includes through penetration patching. The Town of Vail Fire Department also reserves the right to require a performance test to assure that the interstial space complies with the FPE' s requirement of an airtight system. 4) This use of an EFIS exterior finish system per the ICBO evaluation report for the the approval and listing of this system. Must also provide na ICBO evauation report listing the system to be used as a non-combustible material as defined in the 1997 UBC. 5) The testing and approval of concrete. 5 A5 . 03 Provide a revision for the use of an overhead fire-door.Tl use of such door is allowed by the UBC however, the Town' : Fire Marshall has reccomended that this system be replacec to the ease of blocking the overhead door from fully clos_ and the history of these type of doors requiring high levf of maintence. 6 Smoke compartment size. This is listed on response to the Fire Department comments dated 12/14/O1, item #4 . The understanding I have of this item is not the size of the compartment, but the performance of the barrier as it incorporates the elevator lobby within the space. If this smoke compartment is to remain as designed, a performance test may be required and any failure shall be required to be rectified prior to any occupancy occurring, or an approval from the FPE of record. 1 I j Page # 3 Code review for: Project Id. : Address: 7 Provide a list of all through & membrane penetration fire- stopping and fire-resistive joints systems to be used. Foi example the submitted plans require a UL listed assembly to be used, please specify which assemblies will be used and where they will be used. Sec. -- 706. 1 & 106. 3. 3 1 • i Town of Vail Building Safety and Inspection Services 75 . South Frontage Rd. Vail, Colorado 81657 ( 970) 479-2138 Plan analysis based on the 1997 Uniform Building Code Project Number: B01-0353 Date: January 4, 2002 Project Name: VVMC Phase I Expansion Address: 181 W. Meadow Dr Contractor: HC Beck LTD #119-A Occupancy: I1 . 1, B, I1 .2 Architect : Russell A. Sedmak #B-2758 Construction: I-FR Engineer: MKK Consulting Eng. Report By: Charlie Davis NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1997 UBC. It is a guide to selected sections of the code. FL NAME OCC MAX FLR AREA ALLOWED RATIO STATUS 3 Health-care Center 11 . 2 ok 1 UNLIMITED AREA OK TOTAL FOR FLOOR 1 UNLIMITED AREA OK 2 Health-care Center I1 . 1 ok 1 UNLIMITED AREA OK TOTAL FOR FLOOR 1 UNLIMITED AREA OK 1 Office I1. 1 ok 1 UNLIMITED AREA OK TOTAL FOR FLOOR 1 UNLIMITED AREA OK B1 Health-care Center I1 . 1 ok 1 UNLIMITED AREA OK TOTAL FOR FLOOR 1 UNLIMITED AREA OK BUILDING TOTAL 3 UNLIMITED AREA OK -- Sec. 504 and Table 5-B The maximum height of the building is unlimited. -- Table 5-B Page # 2 Code review for: Project Id. . Address : OTHER BUILDING ELEMENTS Table 6-A ELEMENT MATERIAL RATING NOTES Interior Bearing wall Noncombustible 3 hr Interior nonbrg wall Noncombustible 1 hr See Footnote #5 Structural Frame Noncombustible 3 hr Exterior Struct Frame Noncombustible 3 hr See footnote #1 Shaft Enclosure Noncombustible 2 hr See Footnote #20 Floor/Ceiling Assembly Noncombustible 2 hr Roof/Ceiling Assembly Noncombustible 2 hr See Footnote #8 Stairs Noncombustible None See Footnote #12 NOTE: See Section 711 for shaft enclosure exceptions. FOOTNOTES: 1) Elements in an exterior wall located where openings are not permitted or where protection of openings is required, shall be protected against external fire exposure as required for exterior bearing walls or the structural frame, whichever is gfeater. -- Table 6-A, footnote 1 4) Fire-retardant treated wood may be used within interior non-bearing 1 hr. wall assemblies. -- Table 6-A, footnote 2 5) Nonload-bearing walls within a tenant space that are not part of a 1 hr. corridor may be of: a) Noncombustible (nonrated) materials b) Fire retardant-treated wood c) One-hour construction (any material) -- Sec. 601 . 5. 2 . 1 8) If the entire roof structure is 25 feet or more above any floor, the fire rating may be allowed to be eliminated. See limitations and requirements. -- Sec. 602 . 5 12) Finish material on stairs to be hard noncombustible materials. -- Sec. 602 . 4 20) Elevators located entirely within the atrium enclosure need not be enclosed. -- Sec. 402 . 4 1 1 } Page # 3 Code review for: Project Id. : Address: PENETRATIONS OF FIRERESISTIVE ASSEMBLIES WALLS ASSEMBLIES -- Sec. 709 . 6 Through penetrations: 1) Penetrations shall be installed as tested in the rated assembly. -- Sec. 709. 6 .2 2) Penetrations shall be protected by an approved penetration firestop system and shall have an F rating of not less than the required rating of the wall penetrated. -- Sec. 709. 6. 3 Exception: When penetrating items are steel, ferrous or copper pipes or steel conduits and the wall is concrete or masonry, the annular space shall be permitted to be grout or mortar. The minimum thickness is the thickness required to maintain the fire rating. The maximum size of the penetrating items is equivalent to a 6-inch diameter and the opening is a maximum of 144 square inches . -- Sec. 709. 6. 1 Membrane penetrations: The requirements are the same as for through penetrations. -- Sec. 709. 7 Exceptions: 1 . Steel electrical outlet boxes that do not exceed 16 square inches provided that the area of such openings does not exceed 100 square inches for any 100 square feet of wall area. Boxes on opposite sides of the assembly shall be separated by a horizontal distance of not less than 24 inches. 2 . Sprinklers with metal escutcheon plates. Noncombustible penetrating items shall not be connected to combustible materials on both sides of the membrane unless it can be confirmed that the fire-resistive integrity of wall is maintained. -- Sec. 709. 7 1 1 Page # 4 Code review for: Project Id. : Address: FLOOR/CEILING AND ROOF/CEILING ASSEMBLIES -- Sec. 710 . 2 Through pentrations : Through penetrations of fire-resistive horizontal assemblies shall be enclosed in fire--resistive shaft enclosures . -- Sec. 710.2 . 1 Exceptions : 1 . When penetrating items are steel, ferrous or copper conduits, pipes, tubes and vents through a single concrete floor, the annular space shall be permitted to be grout or mortar. The minimum thickness is the thickness required to maintain the fire rating. The maximum size of the penetrating items is equivalent to a 6-inch diameter and the opening is a maximum of 144 square inches . 2 . Electrical outlet boxes that have been tested for use in fire-assemblies. The system shall have an F rating and a T rating of not less than one hour but not less than the required rating of the floor system. -- Sec. 710 . 2 . 3 Exception: Floor penetrations contained and located within the cavity of a wall do not require a T rating. Membrane penetrations : The requirements are the same as for through penetrations. -- Sec. 710 . 3 Exceptions : 1 . When penetrating items are steel, ferrous or copper conduits, electrical outlet boxes, pipes, tubes and vents through concrete or masonry and the annular space is protected by an approved penetration firestop assembly or protected to prevent the free passage of flame and products of combustion. Such penetrations shall not exceed an aggregate area of 100 square inches in any 100 square feet of ceiling area in assemblies without penetrations. 2 . Electrical outlet boxes that have been tested for use in fire-assemblies . 3. Sprinklers with metal escutcheon plates . Fire-resistive roofs may have unprotected openings. -- Sec. 710. 4 5 Page # 5 Code review for: Project Id. : Address: SMOKE and FIRE DAMPERS -- Sec. 713 . 10 and 713 . 11 Dampers shall be accessible for inspection and servicing: 1 . Penetrations through area separation walls. Penetrations through occupancy separations. 2 . Penetrations of the fire-resistive construction of horizontal exit walls or corridors serving as a means of egress. Exception: Openings for steel ducts penetrating the required fire-resistive construction of corridors are not required to have smoke dampers when such ducts are of not less than 0. 019-inch thickness (26 gage) and have no openings serving the corridor. 3 . Penetrations of shaft enclosures . Exceptions : 1 . Duct penetrations by steel exhaust air subducts extending vertically upward at least 22 inches above the top of the opening in a vented shaft where the airflow is upward. 2 . Penetrations of a fire-resistive floor forming the base of a shaft enclosure may be protected by fire dampers listed for installation in the horizontal position. 3 . Smoke dampers are not required when shaft is exhaust only, and is used for continuously operating fans. 4 . Penetrations of the ceiling of fire-resistive floor-ceiling or roof-ceiling assemblies . Exception: Smoke dampers are not required. 5 . Penetrations of an atrium enclosure element. Exception: Smoke dampers are not required. 6. Penetrations of exterior walls where protection of openings is required. Exception: Smoke dampers are not required. 7 . Penetrations of areas of refuge. Exception: Ventilation system designed to supply outside air during an emergency. 8 . Smoke dampers are required in smoke barriers and elevator lobbies . L Page # 6 Code review for: Project Id. : Address: HEATING EQUIPMENT SEPARATION: FOR I1. 1 OCCUPANCY: A 1 hr. occupancy separation is required around rooms containing a boiler or central heating unit greater than 400, 000 BTU input . -- Sec. 302 . 5 FOR 11. 2 OCCUPANCY: A I hr. occupancy separation is required around rooms containing a boiler or central heating unit greater than 400, 000 BTU input. -- Sec. 302 . 5 ADDITIONAL SEPARATIONS : A refrigeration machinery room shall be separated from the remainder of the building as required for an H7 occupancy regardless of area. A horizontal occupancy separation may be limited to the actual floor area of the machinery room. Structural supporting elements shall be protected for the type of construction only. -- Sec. 2802 A 4 hour separation is required from an I1 . 1 occupancy. -- Table 3-B Page # 7 Code review for: Project Id. : Address : FOR 11 . 1 OCCUPANCY: Medical gas systems shall be installed and maintained in accordance with the Fire Code. Nonflammable supply cylinders located inside the building shall be separated from the rest of the building by not less than 1 hour fire-resistive construction. Openings shall be protected by self-closing smoke and draft-control assemblies having a fire- protection rating of not less than 1 hour. -- Sec. 410 VENTING With an exterior wall There shall be not less than 2 vents of not less than 36 square inches in area . One vent shall be within 6 inches of the floor and one shall be within 6 inches of the ceiling. Without an exterior wall An automatic sprinkler system is required in the room. The room shall be vented to the exterior through ducting contained within a one-hour shaft enclosure. Approved mechanical ventilation shall provide 6 air changes per hour for the room. TABLE 3-C Room or Area Separation Employee locker room none Gift/retail shops none Handicraft shops none Kitchens none Labs using Hazardous material (not H occ. ) 1 hour Laundries greater than 100 sq. ft . 1 hour Paint shops using ' H' material (not H occ. ) 1 hour Physical plant maintenance shop 1 hour Soiled linen room 1 hour Storage rooms, 100 sq. ft . or less none Storage rooms more than 100 sq. ft . 1 hour Trash collection rooms 1 hour Page # S Code review for: Project Id. : Address : FOR I1 . 2 OCCUPANCY: Medical gas systems shall be installed and maintained in accordance with the Fire Code. Nonflammable supply cylinders located inside the building shall be separated from the rest of the building by not less than 1 hour fire-resistive construction. Openings shall be protected by self-closing smoke and draft-control assemblies having a fire- protection rating of not less than 1 hour. -- Sec. 410 VENTING With an exterior wall There shall be not less than 2 vents of not less than 36 square inches in area . One vent shall be within 6 inches of the floor and one shall be within 6 inches of the ceiling. Without an exterior wall An automatic sprinkler system is required in the room. The room shall be vented to the exterior through ducting contained within a one-hour shaft enclosure. Approved mechanical ventilation shall provide 6 air changes per hour for the room. TABLE 3-C Room or Area Separation Employee locker room none Gift/retail shops none Handicraft shops none Kitchens none Labs using Hazardous material (not H occ. ) 1 hour Laundries greater than 100 sq. ft . 1 hour Paint shops using ' H' material (not H occ. ) 1 hour Physical plant maintenance shop 1 hour Soiled linen room 1 hour Storage rooms, 100 sq. ft . or less none Storage rooms more than 100 sq. ft . 1 hour Trash collection rooms 1 hour EXIT REQUIREMENTS : In areas where 2 exits are required, the minimum separation is 1/2 of the maximum diagonal of the area or floor. -- Sec. 1004 . 2 . 4 When 2 exits are required, exits must be arranged so that it is possible to go in either direction from any point in a corridor or hallway to a separate exit, except for dead ends not exceeding 20 feet in length. -- Sec. 1004 . 2 . 6 Page # 9 Code review for: Project Id. : Address : Door swing is based on Sec. 1003 . 3. 1 . 5 except as noted. Occupant load factor is based on Table 10-A. Number of exits is based on Table 10-A except as noted. Exit width is in inches and based on Sec. 1003. 2 . 3 and Table 10-B Exit width is to be divided approximately equally among exits. -- Sec. 1003 . 2 . 3. 2 Width shown for all areas is based on other egress components . Width shown for Ist floor is based on other egress components. Width shown for other floors & basements is based on stairways . -- Table 10-B For the minimum width of doors, see Sec. 1003 . 3 . 1 . 3 For the minimum width of hallways, see Sec. 1004 . 3. 3. 2 For the minimum width of corridors, see Sec. 1004 . 3 . 4 .2 For the minimum width of stairways, see Sec. 1003 . 3. 3 . 2 FOOTNOTES: 2) Basements and floors above the 2nd floor are required to have 2 exits. -- Sec. 1004 .2 . 3. 2 See Exceptions 16) All required exterior doors are required swing out. -- Sec. 1007 . 5. 5 FLUSH AND SURFACE BOLTS: Manually operated edge- or surface-mounted flush bolts and surface bolts or any other type of device that may be used to close or restrain the the door other than by operation of the locking device shall not be used. When automatic flush bolts are used, the door leaf having the automatic flush bolt shall not have a door knob or surface-mounted hardware. The unlatching of any leaf shall not require more than one operation. -- Sec. 1003 . 3 . 1 . 8 LOCKS AND LATCHES: Regardless of the occupant load served, exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. -- Sec. 1003. 3 . 1 . 8 I Page # 10 Code review for: Project Id. . Address : STAIR NOTES: Public stairways : 1) The rise of steps shall not be less than 4 inches or greater than 7 inches . The minimum run is 11 inches. The maximum variation is 3/8 inch in a flight of stairs . -- Sec. 1003. 3. 3 . 3 2) The minimum width of a stairway is 36 inches, 44 inches if the occupant load is greater than 49. -- Sec. 1003 . 3 . 3. 2 Also see exit table above to see if minimum width is greater than 44 inches . 3) Provide a handrail on both sides of stairway 34 to 38 inches above the nosing. May be on one side of stairways less than 44 inches wide . -- Sec. 1003. 3. 3. 6, Exception 1 4 ) Provide a guard rail where drop off is greater than 30 inches. -- Sec. 509. 1 5) The minimum height is 42 inches . -- Sec. 509 .2 6) Open guardrails shall have intermediate rails or ornamental pattern such that a sphere 4 inches in diameter cannot pass through. -- Sec. 509. 3 The triangular opening formed at the riser, tread and guardrail may be 6 inches . -- 509. 3, Exception 2 7) The minimum headroom is 6 ft. - 8 inches. Such clearance shall be measured vertically from a plane parallel and tangent to the stairway tread nosing to the soffit above at all points . -- Sec. 1003. 3. 3 . 4 8) Enclosed usable space under the stairs is required to be protected as required for 1 hr. fire-resistive construction. -- Sec. 1003 . 3 . 3. 9 Stairways are required to be in exit enclosures . -- Sec. 1005. 3. 3. 1 1) The walls of the enclosure are required to be 2 hr fire assemblies. -- Sec. 1005 . 3. 3. 2 2) The openings into the exit enclosure are required to be 1 1/2 hour assemblies . Note: Openings into enclosure are limited to those necessary for egress normally occupied spaces . Doors shall be maintained self-closing or shall be automatic closing by actuation of a smoke detector. -- Sec. 1005. 3 . 3. 5 3) A connection to the exterior is required with the same fire protection as the exit enclosure. -- Sec. 1005 . 3. 3 . 3 4) The space under the stairs (enclosed or not) may not be used for any purpose. -- Sec. 1005 . 3. 3. 6 5) A barrier is required at grade level. -- Sec. 1005 . 3 . 3. 4 Page # 11 Code review for: Project Id. : Address : Stairs in the atrium that are required for egress and connect more than the two floors shall be enclosed. -- Sec. 402 . 5. 3 ELEVATOR REQUIREMENTS: 1) When the elevator vertical travel is 25 feet or more, each associated elevator lobby or entrance area and associated machine rooms shall be provided with an approved listed smoke detector for elevator recall purposes only. -- Sec. 3003. 2 2) In building three or more stories in height, at least one elevator serving all floors shall accommodate a wheelchair. See the complete list of requirements in code book. -- Sec. 3003. 4 . 1 3) In all structures four or more stories in height, at least one elevator shall be provided that can accommodate an ambulance-type stretcher 76 inches by 24 inches in the horizontal position . -- Sec. 3003 . 5 4) Shafts (hoistways) housing elevators extending through more than two floor levels shall be vented to the outside. The area of the vent shall not be less than 3 1/2 percent of the area of the elevator shaft, provided a minimum of 3 square feet per elevator is provided. -- Sec. 3004 . Vents shall be capable of manual operation only. LANDINGS AT DOORS : 1) A floor or landing shall be provided on each side of doors . When access for persons with disabilities is required. the floor or landing shall not be more than 1/2 inch lower than the threshold. When access is not required, the maximum is 1 inch. -- Sec. 1003 . 3 . 1 . 6 2) Landings shall have a width not less than the width of the stairway or width of the doorway, whichever is the greater. Where a landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half it required width. The minimum length in the direction of exit travel is 44 inches. -- Sec. 1003 . 3 . 1 . 7 TRAVEL DISTANCE: (distance to an exit) The maximum travel distance in this building is 250 feet . -- Sec. 1004 . 2 . 5. Not more than 100 feet of the travel distance allowed for this building may be on an open exit-access balcony within the atrium. -- Sec. 402 . 5 . 1 Travel distance shall not be limited within an exit enclosure or exit passageway. -- Sec. 1005 . 2 . 2 Page # 12 Code review for: Project Id. : Address : BUILDING ACCESSIBILITY: 1) This building including each tenant shall be provided with at least one entrance which complies with the accessible route provisions of CABOIANSI A117 . 1 . At least 50 percent of all entrances shall be accessible. --- Sec. 1103. 2 . 3 2) When more that one exit is required from any accessible space, each accessible portion of the space shall be served by not less than two accessible means of egress . -- Sec. 1104 . 1. 1 3) When an exit stairway is part of an accessible means of egress, the stairway shall have a clear width of not less than 48 inches between the handrails. The stairway shall either incorporate an area of refuge within an enlarged story-level landing or shall be accessed from an area of refuge . -- Sec. 1104 . 1 . 2 The area of refuge shall have direct access to the stairway that serves it . -- Sec. 1104 . 2 . 1 4) Each area of refuge shall be sized to accommodate one wheelchair space not less than 30 inches by 48 inches for each 200 occupants, or portion thereof. -- Sec. 1104 . 2 . 3 5) If the area of refuge is not within the stairway, it shall be separated from the rest of the story by a smoke barrier having at least a one- hour fire-resistance rating. Smoke barriers shall extend to the roof or floor deck above. Doors shall be smoke and draft control assemblies with a rating not .less than 20 minutes . -- Sec. 1104 . 2 . 4 G) Two-way communications are required. -- Sec. 1104 .2 . 5 7) Each area must be identified by a sign stating AREA OF REFUGE and the international symbol of accessibility. -- Sec. 1104 . 2 . 7 8) NOTE: Exit stairways in buildings protected throughout by an approved automatic sprinkler system are NOT required to incorporate an area of refuge. -- Sec. 1104 . 1 . 2, Exception 2 ROOFING REQUIREMENTS: 1) The roofing on this building is required to be Class A. -- Table 15-A 2) See section 1504 and ICBO research reports for requirements . AUTOMATIC SPRINKLER SYSTEMS: If there are 20 or more sprinklers, all valves controlling the water supply and water-flow switches shall be electrically monitored. Valve monitoring and water-flow alarm and trouble signals shall be distinctly different and shall be automatically transmitted to an approved central station, remote station or proprietary monitoring station. -- Sec. 904 . 3. 1 Page # 13 Code review for: Project Id. : Address : STANDPIPE REQUIREMENTS: There is no requirement for a standpipe. -- Table 9-A FOOTNOTES: 2) A standpipe is not required in the basement. -- Table 9-A, footnote 1 FIRE ALARM SYSTEM: A manual and automatic fire alarm system shall be provided for Group I-occupancies . Audible alarm devices shall be used in nonpatient areas . Visible alarm devices may be used in lieu of audible devices in patient occupied areas . -- Sec. 308 . 9 The alarm system is to be as set forth in the Fire Code. WALL AND CEILING FINISH: 1) Wall and ceiling finish materials are required to comply with Sec. 804 . 1 and Table 8-B. 2) Carpeting on the ceiling is required to have a Class I flame spread rating. -- Sec. 804 . 2 3) Textile wall coverings shall have Class I flame spread rating. and shall be protected by automatic sprinklers or meet the acceptance criteria of U. B. C. Standard No. 8-2 -- Sec. 805 4) Toilet room floors shall have a smooth, hard nonabsorbent surface that extends upward onto the walls at least 5 inches . -- Sec. 807 . 1. 1 5) Walls within 2 feet of the front and sides of urinals and water closets shall have a smooth, hard nonabsorbent surface. -- Sec. 807 . 1.2 INSULATION NOTES : 1) All insulation material including facings are required to have a flame-spread rating of 25 or less and a maximum smoke density of 450 . -- Sec. 707 . 3 2) Foam plastic insulations are required to be protected. -- Sec. 2602 Page # 14 Code review for: Project Id. : Address: ADDITIONAL REQUIREMENTS: For I1 . 1 occupancy 1) Provide a smoke detector in all rooms used for sleeping. -- Sec. 308 . 10 2) Provide at least 2 compartments with a smoke stop partition between them. -- Sec. 308 . 2 . 2 . 1 3) The minimum door width when patients are transported through them in litters or beds is 44 inches clear. -- Sec. 1007 . 5. 1 4) The minimum corridor width when there are nonambulatory patients is 8 feet clear. -- Sec. 1007 . 5 . 4 ACCESSIBLE FACILITIES : NOTE: Except as noted, section numbers listed below are from CABO/ANSI A117 . 1 - 1992 WATER FOUNTAINS AND WATER COOLERS : At least 50 percent of drinking fountains, but not less than one, provided on every floor shall be accessible. -- UBC Sec. 1105. 4 . 1 Accessible units must comply with the following: 1) Spout is to be within 35 inches of the floor. -- Sec. 4 . 15. 2 . 1 2) Spout arranged for parallel approach shall be located 3 inches maximum from the front edge . Spouts of cantilevered units with knee and toe clearances shall be located 15 inches minimum from the vertical support and 5 inches maximum from the front edge. -- Sec. 4 . 15. 2 . 2 3) Spouts shall provide a flow of water 4 inches height minimum. -- Sec. 4 . 15. 2 . 3 4) Operable parts shall be located at or near the front edge of the unit and shall comply with 4 .25. 4 -- Sec. 4 . 15. 3 5) A cantilevered unit is required to extend 17 inches minimum from the vertical support. Clear knee space must provide a clear area of 8 inches in depth at 27 inches high and 11 inches at 9 inches minimum above the floor: -- Sec. 4 . 15 . 4 . 1 6) Forward approach units shall comply with 4 . 2 . Units in alcoves shall comply with 4 . 2 . 4 . 4 . Units not having the necessary knee and toe clearance or clear space under them shall comply with 4 . 2 . 4 and have a clear floor space that allows a person in a wheelchair to make a parallel approach. -- Sec. 4 . 15. 4 . 2 Page # 15 Code review for: Project Id. : Address : TOILET FACILITIES: 1) A 60 inch diameter unobstructed turning space is required in the toilet room. -- Sec. 4 . 16. 3, 4 . 2 . 3 & Fig. B4 . 2 . 3 2) Water closet shall be mounted adjacent to a side wall or partition. The distance from the side wall or partition to the centerline of the water closet shall be 18 in. Sec. 4 . 17 . 1 3) When the accessible water closet is not in a stall: The clear floor space shall be 48 in minimum in front of the water closet and 42 in from the center line of the water closet on the side not adjacent to the wall. -- Sec. 4 . 17 . 2 & Fig. B4 . 17 . 2 4) When the accessible water closet is in a stall : The stall shall be 60 in wide minimum and 56 in deep minimum for wall hung water closets and 59 in deep minimum for floor mounted water closets . -- Sec. 4 . 18 . 3. 1 If the door swings into the stall, the required depth shall be increased by 36 inches minimum. -- Sec. 4 . 18 . 3. 2 & Fig. B4 . 18 . 3 . 1 5) The bars are to be 33 to 36 inches above the floor and shall be provided on the rear wall and on the side wall closest to the water closet. -- Sec. 4 . 24 . 2 .2 & Figs . B4 . 17 . 3, B4 . 17 . 4 and B4 . 18 . 3. 1 a) Side grab bar is required to start within 12 inches of the back wall and extend to 54 inches from the back wall. (The minimum length of the bar is 42 in) -- Sec. 4 . 17 . 4 . 1 & Figs. B4 . 17 . 3 and B4 . 18 . 3. 1 b) The rear bar shall be 24 in long minimum, centered on the water closet. Where space permits, the bar shall be 36 in long minimum, with the additional length provided on the transfer side. -- Sec. 4 . 17 . 4 .2 & Figs. B4 . 17 . 3, B4 . 17 . 4 and B4 . 18 . 3 . 1 6) The top of the seat on the water closet is required to be 17 to 19 inches above the floor. -- Sec. 4 . 17 . 3 & Fig. B4 . 17 . 3 7) Accessible urinals shall be of the stall type or wall hung with the rim at 17 inches maximum above the floor. -- Sec. 4 . 19. 2 8) A clear area of 30 X 48 inches minimum is required in front of the urinal . Privacy shields shall not extend beyond the front edge of the urinal rim, unless they are 30 inches apart minimum. -- Sec. 4 . 19. 3 9) Accessible lavatories shall be mounted with the rim 34 inches maximum above the floor and a clearance of 29 inches minimum from the floor to the bottom of the front edge of the apron. -- Sec. 4 . 20 . 2 . 1 & Fig . B4 . 20 . 3 . 1 10) It shall extend 17 inches minimum from the wall . The clear knee space shall be 8 inches in depth minimum at 27 inches minimum above the floor and 11 inches in depth minimum at 9 in minimum above the floor. The dip of the overflow shall be ignored when checking the clearances . -- Sec. 4 . 20 . 3 . 1 & Fig. B4 . 20 . 3 . 1 11) A clear floor space of 30 X 48 inches minimum shall be provided in front of the lavatory and shall extend 19 inches maximum under the lavatory. -- Sec. 4 . 20 . 3 . 2 & Fig. B4 . 20 . 3. 2' Page # 16 Code review for: Project Id. : Address: 12) Water supply and drain pipes under lavatories shall be insulated or otherwise treated to protect against contact. -- Sec. 4 . 20 . 4 13) The bottom of mirror is required to be within 38 inches of the floor. -- Sec. 4 . 16. 6 & Fig. B4 . 20 . 3. 1 ATRIA (ATRIUM) REQUIREMENTS: 1) An automatic sprinkler system is required -- Sec. 402 . 1 2) A smoke control system shall be provided within the atrium and areas open to the atrium. The smoke-control system shall operate automatically upon actuation of the automatic sprinkler system within the atrium or areas open to the atrium. -- Sec. 402 . 2 The design shall be per Section 905 . 9 The smoke control system shall be tested and accepted before a certificate of occupancy is issued. -- Sec. 402 . 9 & 905. 15. 1 3) A lhr fire resistive separation with 20 minute smoke control doors is required between the atrium and adjacent spaces. Fixed glazed openings shall be equipped with fire windows having a fire-resistive rating of not less than 3/4 hour and the total area of such openings shall not exceed 25% of the area of the common wall to the atrium. _- Sec. 402 . 3 See section 402 . 3 for requirements and exceptions . 4 ) The minimum clear area in the atria is: -- Table 4-A Atrium stories Minimum Dimension Minimum Area 3 or 4 20 400 5, 6 or 7 30 900 8 or more 40 1600 Page # 17 Code review for: Project Id. : Address: GLAZING REQUIREMENTS All glazing in hazardous locations is required to be of safety glazing material. -- Sec. 2406 . 3 & 2406. 4 Locations: 1) Glazing in ingress and egress doors except jalousies . 2) Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors . 3) Glazing in storm doors. 4) Glazing in all unframed swinging doors. 5) Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers . Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet . 6) Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. 7) Glazing in an individual fixed or operable panel, other than those locations described in items 5 and 6 above, than meets all of the following conditions : A. Exposed area of an individual pane greater than 9 square feet . B. Exposed bottom edge less than 18 inches above the floor. C. Exposed top edge greater than 36 inches above the floor. D. One or more walking surfaces within 36 inches horizontally of the plane of the glazing. 8) Glazing in railings regardless of height above a walking surface. Included are structural baluster panels and nonstructural in-fill panels. 9) Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas when the bottom edges is less than 60 inches above the pool side and the glazing is within 5 feet of the pool or spa water ' s edge. 10) Glazing in walls enclosing stairway landings or within 5 feet of then bottom and top of stairways where the bottom edge is less than 60 inches above the walking surface. Page # 16 Code review for: Project Id. : Address: ATTIC REQUIREMENTS: 1) Provide an access to all attic areas with a clear height of 30 inches or more. The minimum size is 22 inches by 30 inches . There must be 30 inches or more clear height above the access. -- Sec. 1505. 1 2) Provide ventilation in all attic areas. The net free vent area is to be not less than 1 square foot for each 150 square feet of attic area. The vent area may be 1/300 if at least 50% of the required ventilating area is provided by ventilators located in the upper portion of the attic. The upper ventilators must be at least 3 feet above the eave or cornice vents . -- Sec. 1505 . 3, Exception 1 The vent area may be 1/300 provided a vapor retarder having a transmission rate not exceeding 1 perm is installed on the warm side of the attic insulation. -- Sec. 1505 . 3, Exception 2 3) Where eave or cornice vents are installed, insulation shall not block the fee flow of air. A minimum of 1 inch of air space shall be provided between the insulation and roof sheathing. -- Sec. 1505 . 3 VAIL VALLEY MEDICAL CENTER TOWN OF VAIL# 181 WEST MEADOW DRIVE C-WEST#201155 VAIL, CO CONSTRUCTION DOCUMENT PAGE 1 of 4 11/23/01 CODE REVIEW APPLICABLE CODES: 1997 Uniform Building Code(UBC) 1997 Uniform Mechanical Cade (UMC) 1997 Uniform Plumbing Code(UPC) 1999 National Electrical Code(NEC) CABO/ANSI A117.1-1992 Accessibility Standards(CIA) The review set of plans has not been sealed and signed. A) Occupancy Classification: Group 1.1 & 11.2 UBC Sections 301 &308.1 B) Type of Construction: Type I-FR UBC Sections 601 & 602 (fully sprinklered) C) Location on Property: Existing D) Allowable Floor Area: Unlimited UBC Sections 504, 505 &Table 5-B E) Height & No. of Stories: Unlimited UBC Section 506 & Table 5-13 F) Occupant Load: Occupant loads, number of exits, location of exits, exit widths,door swings and travel distances appear to comply with the applicable provisions of UBC Chapter 10. G) Plumbing Fixtures: The number of plumbing fixtures proposed appears to be adequate. UBC Appendix Chapter 29 and Table A-29-A. H) Review Comments 1. A5.0: Indicate on the drawings all hazardous glazing locations as outlined by UBC Section 2406.4. 2. 4 @ A7.02 &3 @ A7.09: Generally speaking, 1/2"exterior grade sheathing" is not allowed in Type One Fire Resistive construction. Additionally, the use of fire retardant treated lumber is limited to nonbearing partitions of one or two hour fire resistive construction that are not part of a shaft enclosure. UBC Section 602.1. Reference UBC Section 601.5.4 regarding use of exterior sheathing on walls fronting on streets or yards having a width of 40'. 3. Indicate on the drawings the different fire resistive joint systems intended for use at the locations outlined by UBC Section 706.1. Demonstrate compliance with UBC Section 706.2. 4. 3 @ A7.08: How is an accessible path of travel accomplished at this location? 5. G1.01, G1.02 and G1.03: Document the continuity of rated corridors in existing spaces at all locations illustrated on these sheets according to your exit plan. 6. 4 @ A7.02P'Composite Shingle Roofing": All roofing is required to be class A. UBC Table 15-A. 7. G1.07/Fire Protection Legend: Provide listing information and a signed and sealed written report regarding the proposed"sprinkler water curtain"system. Refer to UBC Section 104.2.8 regarding alternative methods of construction. B. G1.01: How is smoke containment accomplished at the elevator hoistway doors? ' 1 VAIL VALLEY MEDICAL CENTER TOWN OF VAIL# 181 WEST MEADOW DRIVE C-WEST#201155 VAIL, CO CONSTRUCTION DOCUMENT PAGE 2 of 4 11/23/01 CODE REVIEW 9. Demonstrate how an accessible path of travel is provided to all portions of the entire building. 10. 3 @ A7.08: Inaccessible building entrances are required to be provided with signage indicating the route to the nearest similar accessible element. UBC Section 1103.2.4.2. Typical throughout. 11. The international symbol of accessibility is required to be provided at all accessible toilet and bathing facilities. UBC Section 1103.2.4.1. 12. A11.20/Doors 225, 226, 227, 228-A, 229, 229-A, 230, 230-A, 231, 231-A, 232,233,233-A,234 and 235: It appears maneuvering clearances have not been provided at these door locations. CIA 4.13.6.1 and B4.13.6(a). 13. A0.01: It appears an inadequate number of accessible parking spaces is proposed. UBC Section 1108.1 numbers 1 and 2. 14. Refer to review dated 07/23/01 for foundation and structural construction comments. 15. Calculations have not been submitted by the Engineer of Record to prove compliance with the 1995 Model Energy Code (1989 ASHRAE Standards 90.1, 1997 UBC Appendix 1302) requirements for minimum building envelope insulation values. 16. M1.00: Mechanical Refrigeration room doors shall open in the direction of egress. UBC 1007.7.2.3. 17. M1.00: Clarify gas capacity of existing gas water heaters so that size of new combustion air louver can be reviewed. UMC.701.1. 18. M1 A0: Location of refrigeration room emergency control switch shall be immediately outside of the refrigeration room. UMC 1108.4. 19. M1.00: Provide supply duct mounted smoke detector at SFL-2. UMC 608.0. 20. M1.01.5: Provide smoke detector within 5'0"of all fire smoke dampers. UBC 713.10. 21. M1.02: Two 12"x 12"combustion air ducts serving Mach 2043/24 shall not penetrate construction requiring fire separation. UMC 702.2. 22. M1.02: Return air shall not be removed from patient rooms. UMC 404.1,9. 23. M1.02: Area of combustion air louvers SL-11 and SI-2 appears to be inadequate to accommodate gas capacity of specified steam boiler SB-1. UMC Table 7-A. 24. M1.03: Provide fire damper at exhaust duct penetration of Efec 316. UBC 713.11. 25. M1.03: Provide fire smoke damper at exhaust duct penetration of 2-hour fire wall between Toil 342-A and Toil 326-A and at exhaust duct penetration of 2-hour fire wall between Toil 342-A and Shwr-326-B and at supply duct penetration of 2-hour fire wall between Shwr-342-8 and Shwr-326-B. UBC 713.10, 713.11. 26. M1.02, M1.03, M1.04. Maintain clearance from combustible construction at steam boiler flue. UMC Table 8-D. 27. MP2.02, MP2.03: Clarify means of cooling steam condensate prior to discharging into floor sink. UPC 103.2.3, 810.1. VAIL VALLEY MEDICAL CENTER TOWN OF VAIL# 181 WEST MEADOW DRIVE C-WEST#281155 VAIL, CO CONSTRUCTION DOCUMENT PAGE 3 of 4 11/23/01 CODE REVIEW 28. M4.00: Clarify outdoor air ventilation quantity at rooftop unit RTU-1. UBC 1202.2.1. 29. P1.00: Provide gas pressure regulator at new boilers B-1 and B-2. UPC 1218.4. 30, P1.00: Provide gas valve immediately upstream of new gas regulators on main gas line to upper floors and at all new and existing gas equipment. UPC 121.8.5, 31. P1.12: Clarify vent size above Post Partum-233 and Nourish-256. UPC 103.2.3. 32. P1.11.5: Clarify means to prevent the freezing of storm drain piping outside heated space within soffits. UPC 313.6. 33. P2.03: Clarify location and termination of MVP-1 vent rise through 3`d floor and vent through roof . UPC 103.2.3. 34. E1.02, Reference electrical room 275 enlarged plan: The minimum working clearance between ATS-8 (480V)and EL2B (208V) shown as 3'-6"does not comply with NEC Table 110-24, Condition 3 for 151-600V; 4 feet required in table. 35. E1.02: Document that the receptacles in 236 waiting comply with NEC 517-18(c)for tamper resistant cover. 36. E1.02 and E1.03: Document the use of "hospital grade" receptacles at patient general care and critical care bed locations per NEC 517-18 and 517-19. 37. E1.02 and E1.03: Document bonding together the buses of the normal and essential branch-circuit panelboards serving the same individual patient vicinity per NEC 517-14. For example, panelboards L2D and EL2A, L3C and EL3D. 38. E2.02: A fire alarm system visible notification appliance is not shown in the Elevator Lobby 270 (column lines EE and A) per UFC 1007.3.3.3.4 and NFPA 72, 4-4.4.2.2.; appliance is not in direct viewing path and within 15 feet of the ends of the corridor. 39. E4.03, Reference flag note 8 and new section of MCC: Document that the breaker sizes match the existing feeders per NEC 240-3; all feeder sizes are not shown. 40. E4.05: Document feeder mark number 30 from EH2C to operating room panels OR-6 through OR-9 to demonstrate compliance with NEC 240-3 and NEC Article 220; 15A breakers shown. 41. E4.05: The load on panel EHBA exceeds 150A panel and feeder rating which does not comply with NEC Article 220;schedules on sheet E5.03 show a sum of 157A for sections one and two. 42. E4.05: Document that the new feeder tap from the existing Emergency Life Safety Branch ATS#5 has terminals listed for the conductors used per NEC 110-13(a). 43, E4.05, Reference grounding of the existing emergency generator: a. Document grounding of the generator as a separately derived system or as a service-supplied system neutral per NEC 250-20; reference 250-20 (d), FPN No. 1. Also, document the ground electrode for the generator. b. Clarify and document switching of neutrals in the automatic transfer switches. New ATS#8 and#9 are shown as 3-pole on the one-line; however, section 16415, 2.2, F, requires a switched neutral. 44. E4.06, Reference RTU-1 on the fire alarm riser diagram: A return air smoke duct detector is not shown per NFPA 90A, 4-4.2(b); cfm of unit exceeds 15,000. r t VAIL VALLEY MEDICAL CENTER TOWN OF VAIL# 181 WEST MEADOW DRIVE C-WEST#201155 VAIL, CO CONSTRUCTION DOCUMENT PAGE 4 of 4 11/23/01 CODE REVIEW 45. Specification Section 16120: Paragraph 2.2, E indicates multiconductor cable such as armored cable. Document compliance with NEC 517-13(a) and (b)for redundant ground paths. 46. Specification Section 16720: Document testing in the presence of the Chief and certification to the Chief that the system has been installed and tested per the approved plans and specifications per UFO 1007.3.4.1 and 1007.3.4.2. C-WEST CODE CONSULTANTS Ron M. Drey, CBO ICBO#60998 !L1 04VV ... __.. mnn MKX CONSULTING ENGINEERS,INC.. Mechanical,Electrical,Enemy&Technology ) 7350 East Progrem Place,Suite 100 F. a En lewoad,CO 80111 Town r�i } (303)721-6600 •TAx(303)721-0200 C i1 www.mkkeag coin � r January 9, 2002 OD r . Mike McGee, Fire Marshal �� v 0 Town of Vail Fire Department 42 W. Meadow Drive Vaii, CO 81657 RE: Vail Valley Medical Center Phase 1 Expansion Interstitial Space between first and second floor, defined by column lines CE, 9E, J, and 6. MKK Job No.: DM 13332.00 Dear Mike: This is to document the results of our visit to the job site on January 2, 2002, and discussion afterwards about the referenced interstitial space and project. Present for the visit to the job site was Charlie Davis, Senior Building Inspector, you and myself. Joining us on the visit was Doug Workman and Steve Garrison from HCBeck. The subsequent discussion was with you and L Summer The interstitial space can be considered a safe space not requiring additional fife safety and fire protection features if construction of the space is performed adequately. The following features and actions determine adequate construction of the interstitial space: 1. The space must be kept free of combustible materials. All construction and occupancy material must be non-combustible.Anything occupying this space must be non-combustible(plenum rated cable, no plywood, no roof covering material). The roof covering material that has been added to the floor of the interstitial space to prevent leaking into the existing first floor area must be removed entirely to eliminate combustibles in the space. 2. The interstitial space must be completely enclosed as an airtight space with fire rated construction_ All six (6) sides of the space must be made airtight to prevent fugitive gasses (un-burnt combustible gasses) escaping a fire in adjacent areas from migrating into the interstitial space.Accomplishment of this includes but is not limited to the following: a. Closing off the area on the west side, currently open to the elevator lobby under floor space. The intersection of the interstitial floor/ceiling and sides must be tight. This division is at column line 9E. b. Removal of the form insulation (pink expanded foam insulation) on the west side used for the construction of the existing structure. All of this insulation must be removed so that it only resides outside of the interstitial space, It should be obvious by visual inspection that the insulation is Atlanta Billings Cheyenne Denver Grand function Great Falls Georgia Montana Wyoming Colorado Colorado Montana 01/09/02 18:53 F•AX,303 721 0200 MKK ENGINEERS 10,03/005, Mike McGee, Fire Marshal January 9, 2002 Page 2 removed above the interstitial enclosure. c. The interstitial space on the north side must be closed off from the atrium area with the intersection of the interstitial floor/ceiling and sides being airtight. This division is at column line 6. d. The interstitial space on the east side must be closed off from the adjacent roof covering and Phase Il areas with the intersection of the interstitial floor/ceiling and sides being airtight. This division is at column line J. e. The interstitial space on the south side must be closed off from the adjacent above ceiling space added as a result of the first floor build-out. This division of the spaces must occur at the existing exterior wall on the south side at column line CE with the intersection of the interstitial flooriceiling and sides being airtight. The space above the first floor lay-in ceiling, south of column line CE must be dosed off from the interstitial space. f. All penetrations through any of the six (6) sides must be treated as a fire rated penetration to maintain an airtight enclosure of the interstitial space. All duct penetrations are to be vertical through the interstitial space and in separate enclosed vertical shafts. g. The steel structure in the interstitial space must be provided with fireproof coating to comply with the construction type of the building. It is crucial that the sequencing of the plumbing piping, fire proofing application and steel deck application be such that the fireproof coating is maintained throughout the process. The primary structural members need to be provided with fireproof coating and coverage should be adequate for the fire rating needing to be achieved. Fireproofing should fill the voids created by steel deck flutes on top of the flange of the primary structural members. f=lutes placed perpendicular to primary structural members should be filled as part of the sequencing of installation. This may be difficult with the available height of the interstitial space. Flutes placed parallel to primary structural members are even more difficult to fill and again, the sequencing of installation is crucial to achieving this as best as possible. 3. To increase the reliability that the construction features creating separation of the interstitial space from adjacent areas are adequately installed and performance is correct in regards to creating an airtight space, it is recommended that a Special Inspector be utilized on the job site at the interstitial space throughout completion of the construction. 4. The Vail Fire Department reserves the rightto utilize discharge of a smoke bomb in the interstitial space to identify potential leaks in the six(6) sides creating the interstitial envelope, at completion of the interstitial space. 5. To increase the Vail Building and Fire Department's confidence that this interstitial space is constructed as indicated above, Charlie Davis of the Vail 01/09/02 1$:654 feAX,303 721 0200 MKK ENGINEERS U004/005, Mike McGee, Fire Marshal ,January 9, 2002 Page 3 Building Department should be contacted throughout the construction to allow inspection of the construction progress and quality of airtight joints, fireproofing, etc. fi. Automatic sprinkler protection and detection within the interstitial space is not required once the interstitial envelope is constructed and maintained as an airtight space.Additional ventilation is not required for the interstitial space as long as the interstitial envelope is constructed and maintained as an airtight i space. T. This interstitial space must remain as designed and described above throughout the life of the space. If this interstitial space is used differently than described above, the Fire Department reserves the right to withdraw the Certificate of Occupancy for this area. Background Fugitive gasses resulting from combustible material in adjacent spaces td the interstitial space being heated enough to create off gassing, can migrate into the interstitial space without being consumed or burnt away by the fire. Once the gas is in the interstitial space, the right combination of heat and oxygen can cause the gas to flash and a resulting pressure wave bursting out of the interstitial envelope. This escape of pressure can be very powerful and simulate the features of an explosion. Obviously, occupants near the pressure release point will not be safe from harm. During a fire, these occupants are more often than not, firefighters. Providing automatic sprinklers in the interstitial space will only help control a fire originating in the interstitial space. They will not be helpful in preventing the pressure relief scenario described above. Activated automatic sprinklers would help keep the space cool, however, the temperature necessary to fuse an automatic sprinkler head in the first place is potentially above the temperature at which the gasses could be ignited. Providing detection in the interstitial space will only help detect a fire originating in the interstitial space. Detection will not be helpful in preventing the pressure relief scenario described above. Since the interstitial space will not have automatic sprinklers or detection, it is crucial that all combustibles be removed from the space. The first defense against gasses being produced from combustibles being heated in spaces adjacent to the interstitial space is the operation of automatic sprinklers in those adjacent spaces to help keep combustibles cool and incapable of off gassing. Due to the hospitals past practices and management of the existing automatic sprinkler systems, the Vail Fire Department is concerned that the automatic sprinklers in spaces adjacent to the interstitial space may be impaired, thus exacerbating the issue. The existing automatic sprinkler system is apparently not designed to accommodate isolation of areas where work is being performed on the system,thus requiring large portions or the U1/09/02 18:154 FAX,303 721 0200 h(KK ENGINEERS 1Q1005tU175 Mike McGee, Fire Marshal January 9, 2002 Page 4 entire system to be impaired for the work to be performed. For this reason, it is recommended that a critical review of the automatic sprinkler management practices be performed and resulting findings be implemented. This visit is a result of permit B01-0353 being denied. This letter addresses the issue related to the interstitial space, which is the main reason for the permit being denied. Other comments communicated in the permit denial document are being addressed under separate communication. Please call if you have any questions or comments. Very truly yours, rian Thompson, P.E, Life Safety/Fire Protection Engineer BOTlbot cc: Russ Sedmak, Architect HLM 820 16'h Street, Suite 200 Denver, CO 80202 'Fax (720) 946-0277 cc: Charlie Davis, Senior Building Inspector Town of Vail Department of Community Development 75 South Frontage Rd. Vail, CO 81657 Fax (970)479-2452 cc: Doug Workman, Project Administrator HCBeck 100 Technology Drive, Suite 315 Broomfield, CO 80021 cc: RRR cc: JRH Jun-07-02 03:26pm Fro"HLIH DESIGN +7209460277 T-204 P.Oi F-207 FAX Tmsmlttal ID.(—v, M& Todd OP cnheima 6-7-02 3.15 To Date Time (970)479-2166 980071.14(l.14) 5 FAX Number Project N umber Pages to follow Russ Sodroak VVMC—Phase T From Project Name Faxed 13 Message: Todd: Please find attached Anal Revisioas dated 6.7-02 pertni wing to the calculations determining The difference in grades a[ the sidewalk and base of retaining wall.We have instructed Beck Construction to make field adjustments w the bottom of The foonng elevations,to account for the delta between the current conditions and the proposed future road/sidewalk Fading by TQV. ° The putpose of the attached revisions is to correct for soTm incorrect topogaphic data provided by the MV's consultani regarding the future streerscape design and its relationship to the existing VVMC survey dace._We Trust that this new information will allow for you to reltase the permir for Construction of die wall and Adewaik, by the end of the day today. Pla'ue call me if you require any additional clarifications or revisions,or foresee any other delays pertaining to The permit. Thank you for your diligence in dais difficult coordination effort. Russ Sedmak,AlA Vice Presidtmt Attachments Cc:Doug Workman / Stan Anderson �- John McWilliams Alan Gray �7jJ 1- Mark Tanallj�7 ®_ _ Tbwn Y 5 py H M Dckp Saix 2750 707 17dt Sn= Deaver.CO 80202 FAX* 305.299.9042 xckcp wm: 303.299 9041 Jun-07-02 03:26pm From-HLIVI DESIGN +72004602TT T-204 P.02 F-20T ALL sfA-3f�~ x 43.0 39.3 `-` 44 w� srA-3+57.87 WALL STA-3- BOW raw Bc \ WALL SfA—X5.11 , g 43.5 41 4,3 39.9 r� INS ALL 20' - 12 � � D• AT 2% MINIMUM. PLUG � I�►,IF At END FOR FUTURE USE. (5'7 = 36.2 6fri))CATES LIMITS OF ASPHAwCUT. MATCt 1V1i�, ( W1i�Vlij EXISTING & HALT GRADES � 7I0 Z REPLACE ASPHALT 1NFRAREC SEAMLESS RATHCBACM - ` PER TOV STDARDS 1 � � 1 ' f rn Jun-07-02 03;27pm From-HLM DESIGN +7209400277 T-204 P•03 F-207 -3+ - ��44 WALL STA-3-rs7.87 WALL st•A-3+7$.29 WALL sTa-3x45.t t wnti SfA- t TOW BOW 43.5 41.3 TOW Eow 1 84 ¢z0 WALL ST T . 8 +DO limb- alp ~ 1 ~ 1 • 1 �_ . � 4 T! `ALL — 12 'f? lib MINIMUM_ P UG fir ID FOR FUTURE USE. I LLEV = 36.2 M)CATES LIMITS OF ASPH SAWCUT. MATCH EXISTING &I'HALT GRADES. REPLACE ASPHALT WITH INFRAREO SEAMLESS�RATHCBACK PER TOV STM�DARDS. WE,% E I UN, } Pi r3 yy ' erg"/� •yr� ` .' .� '� '` • �n�wxwrf � c1 r a � < • .1y"�,�y��:a�, 5�'�tic"TY'�, end ��M1 a � ` a � y i/k��t � � E .t 3 ,..::;:,: a1.✓.�,�t.J ti s ¢, 3� s L� „r s o- ,� W L -:t r s �r�t h a��'�� �{��� ti ,r L't:.� aSLS"ov; �.'y'e4 t-5� �,} �',`5 5 1. ''�-� r rF is "''1{�.;_- hf �'. s / ♦ G - ?,�\?•�lw ::Ny} '.;lyd Y yWAZ -3 'W„ �r F � 0 4 • ! �d' t � �uk� , .4" .ro,� �^� }c'��S Y I:}53{[ iv % --.3_ `a 'e,;/� ; 't�ti � 4:. •L As 2 �, ---:� '�`"'"�. s;,if?:m�1"4 fi.r. � '+ ,a 1 � s r'r~��v 9'' �t fad�: � �?w ��L� �i F#� t,,,'�n �i• it i 1 ry,, , a I + � r Jun-07-02 03,26pm From-HLM DESIGN +72094 80277 T-204 P.06 F-207 3"MIN.SANSTONE CAP. PROVIN 35" IORTAR SET DSTONE 3`MINN VC M l� #9 RE RAR FOR SPACE co }-- I DONCREM W r i REMOROBENT 1fi Z Ram I I 30#FELT '_ f Q ISH d MIN4' O.C. PAPER f i /-' Q C) r � V t i NO C3RA o � viuL -.. : r � _ r r _8L � 0 TO 0 16 / r I 2 I I f � f #5 RE BAR FaR CONC:RE I E REINFORCEMENT RETAINING WALT. DETAIL SCAM-Flo scALZ SCALE: NO SCALE PROJECT; VVMC PHASE I EXPANSION PROJ. NO_: „9RQQ SUPPLEMENTAL ---'ISSUED WITH= A. S. I. NO. 14 DATE: _ naloZ !7 DRAWING NO- DRAWING TITLE: MISC. DETAILS DR- 13Y: DRAWING APPLIES TO CONTRACT DOCUMENTS, SHEET (S) A5.0 t ` HLM DENVER, COLORADO 2 SHEET