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HomeMy WebLinkAboutB18-0018 plans.pdf CROWN ;,,_::� CASTLE CRO'A' k' NEW PATH NETWORKS,LLC TOWN O F VAIL HUB 2000 CORPORATE DRIVE SITE NAME: CANONSBURG,PA 15317 CAST LEPROJECT INFORMATION PROJECT NEW NC UNITS SITE NAME TOWN OF VAIL HUB SITE ADDRESS: 241 E. MEADOW DRIVE 241 E.MEADOW DRIVE VAIL,CO 81657 VAIL, CO 81657 PHOTO SIMULATION VICINITY MAP DRAWING INDEX CONSULTANT SHEET DESCRIPTION • T1.00 TITLE SHEET .- _ - rwm85 MILES G1.00 GENERAL NOTES NINF A 9/15/17 CONCEPT JT `... - '' - A1.00 SITE PLAN B 10/11/17 CD REVIEW 90% JT .41101111,--.., - .�n a a,:-w • C 10/18/17 DESIGN REVIEW JT �- y p S.FRONTAGE RD A2.00 ENLARGE LEVEL 4 FLOOR PLAN D t 1/13!17 D.R.B.COMMENTS JT :717- 111. � � / P2.01 ENLARGE LEVEL 3 FLOOR PLAN f //( /- - - -- - •-- - -s -- - - SITE E 11/16/17 D.R.B.COMMENTS JT �i "- a - ` e9 _ c, ' ,VI,• < �� A2.02 ENLARGE LEVEL 2 FLOOR PLAN F 12/01/17 D.R.B.COMMENTS JT >fi` � d " r P2.10 DEMO ENLARGE LEVEL 1 FLOOR PLAN 0 12/14/17 CD ISSUE JT • yes ___ r.d; 73 E.MEADOW DR. A2.20 NEW ENLARGE LEVEL 1 FLOOR PLAN -'-' li` • 9 A2.30 DEMO ENLARGE MEZZANINE LEVEL FLOOR PLAN 4- r- A2.40 NEW MEZZANINE LEVEL FLOOR PLAN rz , pi,^ Y # \; P2.50 NEW ENLARGE LEVEL 1 RCP -- - - - - -, \���)..! A3.00 ENLARGE ELEVATION&SECTION �� '-` A4.00 FOUNDATION PLAN&NOTES I�, A4.10 DETAILS .'. , ', ;I M.20 FIRESTOPPING DETAIL - I I i � �. ( A5.00 HOT AISLE CONTAINMENT DETAILS NOT TO SCALE N M1.00 MECHANCIAL NOTES 1st REVIEW TN 2nd REVIEW CS M2.00 MECHANCIAL PLANS "'t`` DIRECTIONS M2.10 MEZZANINE MECH.PLAN .. M3.00 MECHANCIAL SCHEDULES FROM DENVER '1!`•- * ' `i •1-70 WEST TOWARD GRAND JUNCTION.EXIT 176 TURN LEFT,GO TO E1.00 ELECTRICAL NOTES&SYMBOLS ',:.. T,'-4-'41, r _ TRAFFIC CIRCLE (85 MILES) E2.00 ELECTRICAL PLANS i`,,_,A.A o '••o _,4 t,1% - •TURN RIGHT ONTO E.FRONTAGE RD. (0.4 MILE) E6.00 PANEL SCHEDULES >S ',V ..-77 r.% ••TURN RIGHT AFTER VILLAGE CENTER DRIVE INTO PARKING GARAGE. i.=S < ./ •SITE IS WITHIN PARKING STRUCTURE. E7.00 ONE LINE DIAGRAMESiiiitiela --___,..4-..,,,,/,* .,-,4:7,,,,,,,,, _,_,..._.__:_,________ . �wsso -_,_-_..„-„,_, - .sem rrr w,. Z • t H ..; t f'4 •• Aim - _ - J t S R = a -,; • PROJECT DATA - - - a t :j • r' t' -Transpcm 1c-::r,: 4 - i JURISDICTION TOWN OF VAIL 5935LITTLETON COLORADO80 27SOUTH ZANG STREET,SUITE 280 P\; -- I ... L APN 210108227002 OFFICE:303.932.9974 � � �' � `2 B p •ir ZONING DESIGNATION NOT DESIGNATED ,i.--006•4-•,----{ t EXISTING BUILDING -- -�AR ,r.—� Ak OCCUPANCY GROUP S-2 p-----------G4Cy�- .I� �- ,- if {_- ..:'j — CONSTRUCTION TYPE I-BFULLY SPRINKLERED FULLY SPRINKLED E _ Ip �� �-� ' _�� ''�'= NO.STORIES 3 W/ROOFTOP PARKING � ARLES N�n� O . Lam--�-- .... ,� - - y� =- t ... _ // _. N�� No.202802 %Q PROJECT DESCRIPTION yjpEC 14 20179 GOVERNING CODES: SOF C.O\'O/ •REMOVE SPLIT SYSTEM NC UNITS 2015 IBC,2015 IFC,2015 IMC,2015 IECC,2014 NEC ," Z •INSTALL NEW SPLIT SYSTEM NC UNITS ALONG WITH NEW ELECTRICAL EQUIPMENT 1154 CD A.D.A.COMPLIANCE Ft THIS FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION TITLE SHEET elINIM w PROJECT TEAM2 w . TOWN OF VAIL CLIENT ARCHITECT ELECTRICAL J RON BRADEN NEWPATH NETWORKS,LLC CSA" VERN WILLSON P.E. a PHONE:970.904.5798 ERIN SIMON CHARLES STECKLY,AIA WILLSON ELECT.CONSULTING INC. 0 116 INVERNESS DRIVE EAST 5935 S.ZANG STREET 3083 WHITE OAK ST. SUITE 280 SUITE 280 HIGHLANDS RANCH,CO 80129 ENGLEWOOD,CO 80112 LITTLETON,CO 80127 PHONE:303.883.2208 T1 ■ PHONE:720.450.3011 CELL:303.210.8972 OFFICE:303.932.9974 ABBREVIATIONS 1.DRAW INGS ARE NOT TO BE SCALED,W KITTEN DIMENSIONS TAKE PRECEDENCE, r CROWN AT H.M. HOLLOW METAL AND THIS SET OF PLANS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES `.. CASTLE CENTERLINE HORZ. HORIZONTAL ONLY,UNLESS NOTED OTHERWISE.THE GENERAL CONTRACTOR'S SCOPE OF WORK '-� _. DEGREES HR. HOUR SHALL INCLUDE FURNISHING ALL MATERIALS,EQUIPMENT,LABOR,AND ANYTHING NEW PATH NETWORKS,LLC 0 DIAMETER HT. HEIGHT ELSE DEEMED NECESSARY TO COMPLETE INSTALLATIONS AS DESCRIBED HEREIN. 2000 REFER TO BID PACKAGE FOR MORE DATA. CAN NSBUR ,PA 15 17 CANONSBURG, 15317 A/C AIR CONDITIONER ILC INTEGRATED LOAD CENTER APPROX. APPROXIMATE INT. INTERIOR 2.PRIOR TO THE SUBMISSION OF BIDS,THE CONTRACTORS INVOLVED SHALL VISIT PROJECT INFORMATION ARCH. ARCHITECTURAL THE JOB SITE AND FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE SITE NAME A.F.F. ABOVE FINISH FLOOR L.F. LINEAR FEET PROPOSED PROJECT WITH THE CONSTRUCTION AND CONTRACT DOCUMENTS,FIELD A.F.G. ABOVE FINISH GRADE LTE LIMIT TO EXTEND CONDITIONS AND CONFIRM THAT THE PROJECT MAY BE ACCOMPLISHED AS SHOWN TOWN OF VAIL HUB ALU ALCATEL LUCENT PRIOR TO PROCEEDING WITH CONSTRUCTION.ANY ERRORS,OMISSIONS,OR ATS AUTOMATIC TRANSFER SWITCH MAX. MAXIMUM DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE 241 E.MEADOW DRIVE AWS ADVANCED WIRELESS SYSTEM MECH. MECHANICAL ARCHITECT/CONSTRUCTION ENGINEER IN WRITING. VAIL,CO 81657 MFR. MANUFACTURER BBU BASE BAND UNIT MGB MAIN GROUND BAR 3.THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO BCEM BASE CHANNEL ELEMENT MIN. MINIMUM PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CONSULTANT MODULE MSDS MATERIAL SAFETY DATA SHEET CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. BLDG. BUILDING MTL. METAL B.O. BOTTOM OF MTS MANUAL TRANSFER SWITCH 4.THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CLG. CEILING N.T.S. NOT TO SCALE CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES AND PROCEDURES COL. COLUMN AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. CONC. CONCRETE O.C. ON CENTER O.D. OUTSIDE DIAMETER 5.THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING A 9/15/17 CONCEPT Jr DBL. DOUBLE OVP OVER VOLTAGE PROTECTION TO MANUFACTURER'S,VENDOR'S,&VERIZON WIRELESS SPECIFICATIONS UNLESS B 10/11/17 CD REVIEW 90% JT DIA. DIAMETER NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE DIM. DIMENSION PCS PERSONAL COMMUNICATIONS NOTIFY CONSTRUCTION ENGINEER. C 10/18/17 DESIGN REVIEW JT D 11/13/17 D.R.B.COMMENTS JT DISC. DISCONNECT SERVICE DN. DOWN 6.ALL WORK PERFORMED ON PROJECT AND MATERIALS INSTALLED SHALL BE IN E 11/16/17 D.R.B.COMMENTS JT DWG. DRAWING RAD. RADIUS STRICT ACCORDANCE WITH ALL APPLICABLE CODES,REGULATIONS,AND F 12/01/17 O.R.B.COMMENTS JT R.O. ROUGH OPENING ORDINANCES.CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, 0 12/14/17 CD ISSUE JT (E) EXISTING RRH REMOTE RADIO HEAD ORDINANCES,RULES,REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC EA. EACH AUTHORITY,MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS,AND LOCAL AND ELEV. ELEVATION SHTG. SHEATHING STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. ELEC. ELECTRICAL SIM. SIMILAR EQ. EQUAL SPEC. SPECIFICATION 7.THE STRUCTURAL COMPONENTS OF THIS PROJECT SITE/FACILITY ARE NOT TO BE EXT. EXTERIOR S.S. STAINLESS STEEL ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. STL. STEEL F.E. FIRE EXTINGUISHER STRUCT. STRUCTURAL 8.GENERAL CONTRACTOR SHALL PROVIDE AT THE PROJECT SITE A FULL SET OF FIN. FINISH PERMITTED CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS FLR. FLOOR T.C. TEMPERATURE CONTROL AND ADDENDA OR CLARIFICATIONS FOR THE USE BY ALL PERSONNEL INVOLVED FUT. FUTURE TELCO TELECOMMUNICATIONS WITH THE PROJECT. T.O. TOP OF GA. GAUGE TYP. TYPICAL 9.DETAILS INCLUDED HEREIN ARE INTENDED TO SHOW END RESULT OF DESIGN. 1st REVIEW TN 2nd REVIEW CS GALV. GALVANIZED MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS OR SITUATIONS, GEN. GENERATOR U.G. UNDERGROUND AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE SCOPE OF WORK. GPS GLOBAL POSITIONING SYSTEM U.N.O. UNLESS NOTED OTHERWISE GW B. GYPSUM WALLBOARD 10.THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING VERT. VERTICAL IMPROVEMENTS,EASEMENTS,PAVING,CURBING,ETC.DURING CONSTRUCTION V.I.F. VERIFY IN FIELD UPON COMPLETION OF WORK.CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. W/ WITH SYMBOLS LEGEND 11.CONTRACTOR SHALL ENSURE THE GENERAL WORK AREA IS KEPT CLEAN AND gilaff EASEMENT - - n HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT,DEBRIS,RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY, —_- __ PREMISES SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS,DUST, - o —LEASE LINE © ENLARGED VIEW I OR SMUDGES OF ANY NATURE. WI H 12.THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE — — PROPERTY LINE — — CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. = I- w n n ELEVATION CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR i• a MARKER WOODEN FENCE OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS 5935 SOUTH ZANG STREET,SUITE 280 LITTLETON,COLORADO 80127 I X CHAIN LINK FENCE IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS.THE BIDDER SHALL BEAR OFFICE:303.932.9974 SPOT THE RESPONSIBILITY OF NOTIFYING(IN WRITING)THE CONSTRUCTION ENGINEER OF OH (E)OVERHEAD UTILITY ELEVATION ANY CONFLICTS,ERRORS,OR OMISSIONS PRIOR TO THE SUBMISSION OF • CONTRACTOR'S PROPOSAL. VV ARC L,\,,, ORE (E)OVERHEAD ELEC. $-NOT USED '7 • SECTION CUT I / H SS (E)SANITARY SEWER •♦ •♦ �• � ,�� co z CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON O O W (E)WATER LINE THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY r'" CHARLES N. O X DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. STEC Y 11 Z T (E)TELCO CABLE EXTERIOR ELEVATION • O THESE DRAWINGS ARE TO SCALE WHEN PLOTTED ON 11X17 SHEET. '�'.. FIBER (E)FIBER CABLE N" No.202802 10!CALL BEFORE YOU DIG-COLORADO LAW REQUIRES 3 WORKING DAYS NOTICE FOREC 120 202 E (E)ELECTRICAL © INTERIOR ELEVATION CONSTRUCTION PHASE. �J� 2Q` COAX (E)COAX CABLE • THESE DRAWINGS MAY NOT SHOW ALL UNDERGROUND PIPING AND UTILITIES.THE -F CO\-- CONTRACTOR SHALL EXERCISE EXTREME CARE DURING ALL EXCAVATION AND OTHER I- m REVISION NUMBER CONSTRUCTION ACTIVITIES. LIw UTILITY NOTIFICATION CENTER OF COLORADO-1-800-922-1987 u_ GENERAL NOTES THE CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY LOCATES AND UTILITY RELOCATIONS UNDERGROUND SERVICE ALERT W REQUIRED FOR THIS INSTALLATION.THE CONTRACTOR WILL SCHEDULE AND COORDINATE UTILITY NOTIFICATION CENTER OF COLORADO tr 1-800-922-1987 • w NEW WORK COLOR LEGEND ALL WORK WITH THE OWNER TO ENSURE NO DISRUPTION TO OWNERS OPERATIONS. ,i1,111' WWW.UNCC.ORG GENERAL CONSTRUCTION SOW SUBCONTRACTORS SHALL VERIFY ALL PLANS&EXISTING DIMENSIONS&CONDITIONS ON n_ DC POWER/REFRIGERANT THE JOB SITE&SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY W 3 WORKING DAY CONSTRUCTION NOTIFICATION ATION PRIOR TO GI . 00 0 O PENETRATIONS DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME 4-ABBREVIATIONS, SYMBOLS &LEGEND 2-GENERAL CONTRACTOR NOTES 1 -GENERAL NOTES • - vimr -- -(% ROWN ; ' `' .� a • , Y�, �, ` . CASTLE �� .� 3'` \ s c�Pc " .. r ry a. it a �r� •y j NEW PATH NETWORKS,LLC 'l, i}"i'{"� ;a tic' ,' 'Oir'.!- {t N .� r.- •.;a*,- ,�4,:>; ols• _ _= may., � t - ;Md. r ti r L 3.:ri +s_...it `.r`,v '. : {* -r ^:fit+ --` r-Y' 3 - (. ,�y• - u(i: 2000 CORPORATE DRIVE { .1'. :' '. "+_✓!t. . CANONSBURG,PA 15317 `sr :. .}t vl ,. a �+ F . { x - r. _ + �- FORMATION e.�1 y,. „ '` r...,'"---'''s-r s_ ) rte•_ ,a & ' PROJECT IN c;.- . 0.. F � a,,. � ' •.r;_ a ,t-n3;y - ' SITE NAME _ ` '{.. .. r rT�;9 tat L.`e { -..rpt - 1r p x_ •- -:-ii' i- c ' S • .. ;'• �.., :7i. - _ aa!',. .-- :rn - _ '+`� a�,..*-�.i �r- _ ._ .5 P” 1:lK.•t - �- Y -.i :>;i O 'er �: Y � - . t ,- s• , .�� _ - T AIL HUB :....••,,,,m-!: • _— OWN OF V I ..w- r','.'...•.-,7•:...„,::::::.,.... :, L- - ��'.e-S s" '-!t'. i- ,L'V-.}-- t 16. . - i- •" 'a.•. rw ! i--y h> T 241 E.MEADOW DRIVE 47r.rq,7t-' qtr _ j t �, I' - • -- _ _ '�.-; .ai a_ --i,.•L--;!,,3W _ `- VAIL.CO 81657 k t_ .f Ea F .: � �,r"' 7 r., • .. I CONSULTANT ems, rk -;.:•.-.,.--.._ H.., • 3 f r A `:Ya �'� :ii,.h }�, ? f _.�! ` l�1 • • �'_�� ,�...- '!fit t- e I f .'Y} { ,Q., ' {s•`Lt:,, 4{.:.'� -4-- k � 'I :. -i '__ Y�Ac--y _ r: :`w Y-,;:'- 1; C\ : p��g.�1• i..!' ~ .tri."f `- A '7' --. :-l. a. { f} - _-:.t {S.F`L* �`h t S '�I?6 t‘-';-'5' �i3���,^.-`;:--"-°'-'-''''-;'"-W13 ...g j��] - { *';'-r''',"-•:`"!,+'3,1!-'!- • • , , ,� ' r'�` P.� �. r P� !+ ,,. `_.'_,. ' �.. "+34.,7'- - _ � _t-, .. A 9/15/17 CONCEPT JT `• + - .,. • • - 2--`s `�: +: B 10/11/17 CD REVIEW 90% JT di 4"r,; W.t .,.: { ! ',,:...-",:•., r k i ,...1N0 t`; :',.s.-.1 •.tK -.._' .-.',439.. ..," 'it,• • j� �/�. i >" ,_ e, 1-,.;•,-...14 s . .}1 ,, .ii {,,h‘ .:.tr - .' � -,'�l+s,-`3 :<.,:"i Via:.- [ C 10/18!17 DESIGN REVIEW JT I'::3_i- =.l//� ///./y - /- F.''1tA,3�'r .//dk.. r •r'. P..F, �:';� t�r iei ..: . ..e, aar. :Y -v. i .ti ; Il';';'7;::.,;:.:::' 1':( ...t,ir1. [ .r I i''• . "f: .;.,..,,,4111,-•,..,_ -•.,. L`+ti'ata �c'a..:� D 11/13/17 D.R.B.COMMENTS JT ���/<,..2.. , .--lb�%////ii l i I (.;;_`, 9 ''''''.4:i""� t. .'�� ... '.�„�L,Tr'y�, S'. C +`'g T4.'fF 8' r" E 11!16/17 DRB COMMENTS JT 3 • . '.1-:;•!i. . r. ,.9'.'.... ._ - ,_, .."'� '�.r --' •• .,..� = :'T.�_*�-'.aa �,!�Kt:-id- - - - - F 1201/17 D R B COMMENTS JT 0 1214!17 CD ISSUE JT 2 -SITE PHOTOS SOUTH FRONTAGE RD. E. 1st REVIEW TN 2nd REVIEW CS ■ M n n n n n ) n n n n ❑ II I n n n I—I 1 Lu cC I 1 SjilEKE4 — Z W U Alk r J CROWN HUB co \ @LEVEL 1— O J --� r - - r - ! --- , _ iRL ---u m u �. u u � I u u u U u u u Z ■ - Z li f -' t`� < -- — ` 5935 SOUTH ZANG STREET,SUITE 280 d NEW A/C UNITS ON NEW y . r — ,� LITTLETON,COLORADO 80127 I iir CONCRETE PAD EXISTING VAIL PARKING GARAGE OFFICE:303.932.9974 ., .,... S A t f l� I ! , .".. .... .r . F d €'�'j 3d 5M t� z j, . ,: ". ,... 4 . �5��ARcy� --r: -.-.--- '- - L FUTURE CANTINA PATIO i STECKLY `— ` 30.31D6 — E. MEADOW DR. V�CHARLES N. �� Z 6CZ Z ASSUMED PROPERTY LINE SOUND ATTENUATION * 060DB @ 1M FROM SOURCE ATTENUATION PRESSURE LEVEL(DB(A))@ 30.5M-30.31(DB(A)) (�\� NO. 2�28�2 ///Q �' EC 14 20, 17 � EXISTING HOTEURETAIL OF - ' Cr H z g 0 SITE PLAN 2 u. W c W 0 . .1 o_ r, A1 . 00 1 -SITE PLAN 1".100'-0" //r CROWN 0 0 0 ` CASTLE NEWPATH NETWORKS,LLC © _ _ I I _ _ _ _ _ — I 2000 CORPORATE DRIVE CANONSBURG,PA 15317 PROJECT INFORMATION SITE NAME TOWN OF VAIL HUB — 241 E.MEADOW DRIVE VAIL,CO 81657 CONSULTANT z a z 0 0- 11 I - ❑ A 9/15/17 CONCEPT JT — 8 10/11/17 CD REVIEW 90% JT C 10/18/17 DESIGN REVIEW JT D 11/13/17 D.R.B.COMMENTS JT E 11/16/17 D.R.B.COMMENTS JT F 12/01/17 D.R.B.COMMENTS JT EXISTING MECH.ROOM 0 12/14/17 CD ISSUE JT LEVEL 3 RE:A2.01 ROUTE NEW POWER AND REFRIGERANT LINES DOWN TO LEVEL 2 CEILING / II I/ — u I I u r EXISTING \� (7== -1=1....... ELEVATOR 1st REVIEW TN 2nd REVIEW CS t CORE EXISTING ROOF OVER 111 � HANG ABOVE I 1 1 1 I I Li r NEW COVERED CABLE TRAY L. Tf RE:5/A4.10 I I I NEW POWER AND REFRIGERANT LINES TO PENETRATE BELOW LEVEL 4 SglitEkR -,---J, CONCRETE DECKING INTO LEVEL 3 EXISTING PRE-CAST I r CEILING((2)6"0 CORES&1-1/2"0) CONCRETE WALL \ i I I SEAL WATER TIGHT RE:6/A4.10 z \\` I / EXISTING POLE LIGHT lJ// Z - I • 5935 SOUTH ZANG STREET,SUITE 280 aw_ NEW: CONCRETE PAD RE:A4.00 n LRTLETON.COLORADO 80127 I , I OFFICE:303.932.9974 - ,�;_ p �p Ry (3)NEW 12TON A/C UNITS ���0���z'� 1 � A C RE:MECH. \ y�££� lf,:t_.y,t7A� cJ ::� � =3 .--'-Z414./i/i (3)EXISTING AIR EXHAUST ; � AND INTAKE SHAFTS �V O z PROPOSED NEW GRADING THIS T ' '%rcgwp`F\ CHARLES N. OU AREA TO LEVEL FOR NEW � � w y h STEC Y Z CONCRETE PAD -I/1A'a* ' +` (2)6"0&1-1/2"0 CONDUIT o �iV\ ``Ii'` STM NEW GRADE TOPO @ 4'-6" I FUTURE CANTINA AREA BELOW(E)CONCRETE WALL (Pj►\ NO.202802 OQ (1)NEW PANEL,(1) DISCONNECT -v EC 14 201; ' • EXISTING PINE TREE SWITCH,(1)GFCI OUTLET ATTACHED 0� , 18'-B" * 2'-4" TO H-FRAME RE:ELEC. F COW-- ,,A A �0 i / '' Wil:' -*10- v,b/� w o ���,�t sin icy;%_ ENLARGE LEVEL 4 LL %-1it 1 !`-f,x-= ,. ,`1 "�` EXISTING PINE TREES NOTES: FLOOR PLAN 0: :'<<Ivi•fp,27\f; may . \,10� 1. G.C.TO X-RAY PRIOR TO CUTTING/DRILLING (1.1 I \iii YO"(►ji�� ,`/ It-K,/tn;< • THRU CONCRETE WALL'S AND FLOOR'S. • •�.. Oki; Rt =MC/ppL• \`�;,'r.�)04, 2. G.C.TO AVOID ANY STRUCTURAL STEEL IN O 1 IIS 111\ I\ =a .Y%1+ems CONCRETE WALL'S AND FLOOR'S FOR NEW 1\2 • 00 a �\\u-,T� ,� ����-A '4.310.14.:: ,.. IVIZ PENETRATIONS AS REQUIRED. .1 79 )i�-,�Fi�t�,1�? � w A Ail.n\il.. ///��,�� �^�1�,��<w� ■ iii/ 1 _SITE PLAN 1/8'.=1.-o i T CROWN CI) 0 10 ` ` CASTLE I I I II I NEW PATH NETWORKS,LLC ❑I 2000 CORPORATE DRIVE 0 CANONSBURG,PA 15317 PROJECT INFORMATION 0I 0o SITE NAME TOWN OF VAIL HUB QO � oo - - - — 241 E.MEADOW DRIVEVAIL,CO 81657 1 o c oo CONSULTANT MENS ROOMri WOMENS I 0ROOM 0 a ( A 9/15/17 CONCEPT JT B 10/11/17 CD REVIEW 90% JT C 10/18/17 DESIGN REVIEW JT D 11/13/17 D.R.B.COMMENTS JT E 11/16/17 D.R.B.COMMENTS JT F 12/01/17 D.R.B.COMMENTS JT I I I 0 12/14/17 CD ISSUE JT I J I 1st REVIEW TN 2nd REVIEW CS Al - - - - II - - - 1 II1_-_1-.ROUTE NEW POWER AND1—..—. 1 r REFRIGERANT LINES DOWN I 1 TO LEVELOPENING)2 CEILINGRE:M.20(6"x12" 1 gitekR \lmi ELEVATOR CORE I N coz 0 d - • - w ROOM ,L Z ■ - z SOUTH G STREET, w I I I 5935LfTTLETONNCOLORADO 80 27 280 NEW POWER AND REFRIGERANT OFFICE:303.932.9974 LINES TO PENETRATE BELOW LEVEL 4 CONCRETE DECKING INTO LEVEL 3 CEILING I D AR- 9S. Cy,� 0 - 0 I II \ CHARLES N. z I I J * WALTING PRE-CAST CONCRETE * STEC Y 0 L CORE THRU WALL FOR N EXISTING AIR VENT SHAFTNP) tk. NO.202802 �/Q REFRIGERANT LINES&POWER ( \ EC 14 201.7% CONDUIT (2N 0 ITRSEAAL4.DWATER TIGHT OF^OIQIP z NEW CONCRETE PAD ABOVE L.I I I ENLARGE LEVEL 3 wFUTURE CANTINA AREA NOTES: FLOOR PLAN w 1. THRU G.C. OCONCRETEIWAL S AND OR TO IFLOOR'S ING • .w 2. G.C.TO AVOID ANY STRUCTURAL STEEL IN a PENETRATIONS R 'S FOR NEW RATIONS AS REQUIRED. A2 . 0 1 1 _ENLARGE LEVEL 3 FLOOR PLAN 1/8"=1'-0" rCROWN _. v CASTLE NEW PATH NETWORKS,LLC 2000 CORPORATE DRIVE 9 10 11 12 13 14 15 2000 CO BURG,PA 15317 PROJECT INFORMATION SITE NAME TOWN OF VAIL HUB 241 E.MEADOW DRIVE VAIL,CO 81657 I I I I I CONSULTANT LEVEL 2 PARKING O — 1 — — 1 — I — I — I A 9/15/17 CONCEPT JT 8 1/151/17 COREVIEW90% JT C 10/18/17 DESIGN REVIEW JT D 11/13/17 D.R.B.COMMENTS JT E 11/16/17 D.R.B.COMMENTS JT F 12/01/17 D.R.B.COMMENTS JT O 12/14/17 CD ISSUE JT 4 O1 I I ATTACH NEW REFRIGENRANT LINES& I CONDUIT TO BOTTOM OF CONCRETE DOUBLE TEES @ LEVEL 2 CEILING(NOT TO EXTEND LOWER THAN 7'-4"A.F.F TYPICAL) EXISTING CONCRETE WALL EITHER CORE DRILL(2)6"0 RE:2/M3.00 ° PENETRATIONS OR SAW CUT 6"x12"OPENING EITHER CORE DRILL(2)6"0 NEW NC FAN COIL UNIT @ PENETRATIONS OR SAW CUT 6"x12" MEZZANINE LEVEL RE:A2.40 1st REVIEW TN 2nd REVIEW CS PROVIDE 1HR OPENING ° FIRESTOPPING AT WALL I 1 I EXISTING 600A PANEL I PENETRATION RE:A4.20 I PROVIDE 1HR FIRESTOPPING AT WALL PENETRATION RE:A4.20 — EXISTING TRANSFORMER Al — _ — — — ROUTE NEW POWER AND I I I EXISTING ACCESS HATCH gilth8kR REFRIGERANT LINES DOWN ELEVATOR I TO DROP CEILING L 2 ILING RE:AABOVE0 , COR I — — — — — ,- > ' Z 1 I ° - I - - � - I I O_ ~ BREAK EXISTING DISCONNECT SWITCH _ _ w B9_014z d 593 280 : ■ - Elf---- LITTLETON,COLORADO 80127 O ® ® © \—EXISTING PRE-CAST CONCRETE I r OFFICE 303832.9974WALL NEW 100/3P DISCONNECT SWITCH RE:ELEC. I I I (i,),--'SEmat, I- �o CHARLES�C2ASTEC Y 0 * * tr No.202802 1,Cy -9 EC 14 2017 ' oF CO\-- p � '2 - z ENLARGE LEVEL 2 LL NOTES: FLOOR PLAN w re 1. G.C.TO X-RAY PRIOR TO CUTTING/DRILLING THRU CONCRETE WALL'S AND FLOOR'S. w 2. G.C.TO AVOID ANY STRUCTURAL STEEL a0 PENETRATIONS RETE WALL'S AND 'S FOR NEW RATIONS AS REQUIRED ; A2 . O T 2 I -ENLARGED LEVEL 2 FLOOR PLAN 1/16"=1'-0" i CROWN ,J CASTLE NEWPATH NETWORKS,LLC 2000 CORPORATE DRIVE CANONSBURG,PA 15317 PROJECT INFORMATION 9 10 11 12 13 14 15 PROJECT NAME TOWN OF VAIL HUB 241 E.MEADOW DRIVE VAIL,CO 81657 I I I I CONSULTANT A JT O 0 p Q 4 Q 4 C 10/18/17 DESIGN REVIEW JT 17 CONCEPT B 10/11/17 CD REVIEW 90% JT I I D 11/13/17 D.R.B.COMMENTS JT LEVEL 2 PARKING E 11/16/17 D.R.B.COMMENTS JT F 12/01/17 D.R.B.COMMENTS JT O 12/14/17 CD ISSUE JT O - - - - — I I I} 35'-0" I / 33' 8" / I 40' 0" / AT&T EQUIPMENT SPACE VERIZON WIRELESS EQUIPMENT SPACE CROWN CASTLE EQUIPMENT SPACE 1st REVIEW TN 2nd REVIEW CS I I I I I I I Al [E - - — •sc,.,LJL., I — — _.. •� — — —r--- El FE 94013kR EXISTING ELEVATION CORE 7 moo I I 17O 0000000❑ I I J o01"�I rn I n ❑ ❑ LIJI II ���� - r-, __ Z Q im mi L-J 0 r •O EXISTING(3)AIR I I I I EXHAUST AND REMOVE EXISTING WALL MOUNT FAN COIL UNITS(TYP) INTAKE SHAFT — J : • w z a A ❑ ❑� 593 SOUTH LITTLETONNCOLORADO 80127280 OFFICE:303.932.9974 49 41_R96, i < I I I 4/ o Z `` � CHARLES . �A o !1 STECKLY CD W W * (g tNOTE: P\n No.2 2802 /O REMOVE(6)FAN COIL REFRIGERANT LINES& '4 EC 14 20.1. v. CONDENSATE LINES -OF CO.61- I- z 0 DEMO ENLARGE LEVEL u LL 1 FLOOR PLAN w d' w . W 0 a iN A2 . 1O 0 I -DEMO ENLARGE LEVEL 1 FLOOR PLAN 1/16"=1.-0" rCROWN `,`� CASTLE NEWPATH NETWORKS,LLC 2000 CORPORATE DRIVE • CANONSBURG,PA 15317 PROJECT INFORMATION 9 10 T) 11 12 13 14 15 SITE NAME TOWN OF VAIL HUB 241 E.MEADOW DRIVE VAIL,CO 81657 I I CONSULTANT 0 — 0 a — — — B 10/11/17 CD JT 4 - A 9/15117 CONCEPT JT 4 4 C 10/18/17 DESIGN REVIEW VIEW JT I I D 11/13/17 D.R.B.COMMENTS JT LEVEL 1 PARKING E 11/16/17 D.R.B.COMMENTS JT ir F 12/01/17 D.R.O.COMMENTS JT 0 12/14/17 CD ISSUE JT I I� 35'-0" / 33'-6" / I 40'-0" / AT&T EQUIPMENT SPACE VERIZON WIRELESS EQUIPMENT SPACE CROWN CASTLE EQUIPMENT SPACE 1st REVIEW TN 2nd REVIEW CS HOT AISLE NEW SIMPLEX SOFT WALL CURTAIN FROM CEILING TO I TOP OF EQUIPMENT RACKS Al — — „,c,_� � ----- � — - I EXISTING ELEVATION CORE I ITlnITD nnn nTIDnnnnn lm OED LEgitEte -Ciigngig C fl ❑ D ❑ r D . 0 0 L_� 0IT– ,�� Z EXISTING(3)AIR O� EXHAUST AND I I I COLD AISLE I INTAKE SHAFT w : _ z Ce A ❑ ❑D 5935 SOUTH ZANG STREET,SUITE LIITLETON,COLORADO 80127 280 OFFICE:303.932.9974 SED ARCA, 1 1 a 1 1 1 �� --------- )k CO . CHARLES NN n 0 0 �` `/ STEC Y t4 No.202802 AD 1kEC142O2O I- z w NEW ENLARGE LEVEL 1 FLOOR PLAN w W EYw W O ;; A2 . 20 1 -ENLARGE LEVEL 1 FLOOR PLAN 1/16"=1'-0" CROWN ` __., CASTLE NEW PATH NETWORKS,LLC 2000 CORPORATE DRIVE CANONSBURG,PA 15317 PROJECT INFORMATION SITE NAME TOWN OF VAIL HUB 241 E.MEADOW DRIVE VAIL,CO 81657 CONSULTANT 12 13 14 / 56'-8"MEZZANINE A 9/15117 CONCEPT JT 8 10/11/17 CD REVIEW 90% JT C 10/18/17 DESIGN REVIEW JT D 11/13/17 D.R.B.COMMENTS JT I I I E 11/16/17 D.R.B.COMMENTS JT F 12/01/17 D.R.B.COMMENTS JT 0 12/14/17 CD ISSUE JT REMOVE(6)EXISTING CONCRETE TEE EXISTING 600A PANEL / A/C UNITS AND SHEET ABOVE TYP) METAL DUCTS _. -\ , , Al •- - , I - , - � i- � -r � 7 - — — • 1 , • z ii I I 1st REVIEW TN 2nd REVIEW CS 1 EXISTING TRANSFORMER 2 r---- 1 — r--- r----� r--- O3 I I I I I I I I I I m —� F —� F 1 I > '/ EXISTING DISCONNECT SWITCH \ / \ / \ / \ / \ / Nikii 1 Salitt310 REMOVE VENT GRILLS AND PATCH EXISTING ACCESS HATCH OPENING TO MATCH ADJACENT SURFACE 1 O HI I ► ■ W A 5935 SOUTH ZANG STREET,SUITE 280 L(TTLETON,COLORADO 80127 IOFFICE:303.932.9974 CO CHARLES N. o STECKLY W N�pEC No. 2028014201:7%Q�2 , 1Q �j H DEMO ENLARGE E MEZZANINE LEVEL FLOOR PLAN W ce w ILI 11 I A2 . 30 1 -DEMO MEZZANINE LEVEL FLOOR PLAN 118 =1-0 rCROWN v CASTLE NEW PATH NETWORKS,LLC 2000 CORPORATE DRIVE CANONSBURG,PA 15317 PROJECT INFORMATION SITE NAME TOWN OF VAIL HUB 10 2 I 241 MEADOW DRIVE VAILE. D CO 1657 LEVEL 2 PARKING \ \• CONSULTANT EITHER CORE DRILL(2)6"0 PENETRATIONS 1 1 OR SAW CUT 6"x12"OPENING I PROVIDE 1 HR FIRESTOPPING AT WALL EITHER CORE DRILL(2)6"0 A 9/15117 CONCEPT JT PENETRATION RE:M.20 PENETRATIONS OR SAW CUT B 10/11/17 CD REVIEW 90% JT 6'x12"OPENING C 10/18/17 DESIGN REVIEW JT NEW POWER AND REFRIGERANT LINES D 11/13/17 D.R.B.COMMENTS JT / TO PENETRATE UP TO LEVEL 3 CEILING E 11/16/17 D.R.B.COMMENTS JT f/ (APPROX 225 L.F.)RE:2/M3.00 PROVIDE 1 HR FIRESTOPPING AT NEW RETURN AIR EXISTING 600A F 12/01/17 D.R.B.COMMENTS JT WALL PENETRATION RE:A4.20 VENTS IN FLOOR PANEL 0 12/14/17 CD ISSUE JT (TYP OF 4)RE:MECH. I , / (5)NEW FAN COIL UNITS I EXISTING EXISTING ATTACHED TO UNDERSIDE OF CONCRETE TEE TRANSFORMER II DOUBLE TEE ABOVE Al - - e.p ..�ua V nn� s_ nn er�e•u —! _o.n _ I _I — r---( r- III — it II i I !ail III Iil I'I ii III II 11 II il Mt III If:I iI III 1tl II I ° 1i� IIH II II 9 ii EXISTING ELEVATOR CORE 11 1111 I II l E HI IN I I 1 l Il III II Il II Il I I 1st REVIEW TN 2nd REVIEW CS , III_ III I �i H III_ I I� J I 1I II H 111 H H EXISTING DISCONNECT 1-11 III4 III I I� 1I I1 CS I III yI Il II i III/ R I HI� II > SWITCH l III/` I1 III II ' H ��I III' ` III I� ISI l �� I�III, `� III ..,„ti II ll CI VI I II HlIII 119I� IIl III lII Il II II III III III I II I III I II II II I I 11 II EXISTING ACCESS BREAK ROOM HATCH A Ill 11 II � ' II W ArC SUPPLY DUCT 1111 II I II III HI III(I gitge III l III OM(TYP ODOWN INTO 5EQUIPMENT 1 II II I Il II H HE H NEW 100A/3P DISCONNECT Z III 11 II III III IMECH. III III 1911 II11111111111111 III II II Il SWITCH FOR NEW 0 2 0 16 61 1161 19 III 1161 III III III 61 I'I III III(I 7 61 II III ALL LOCATIONcu Lu I ■ W 5935 SOUTH ZANG STREET,SUITE 280 a INFILL TOP OF WALL TO UNDER SIDEI LITTLETON,COLORADO 80127 OF EXISTING CONCRETE TEE'S TO OFFICE:303.932.9974 I I ENCLOSE MEZZANINE RE:3/A4.10EXISTING CONCRETE PARKING GARAGE ! INFILL EXISTING VENT OPENINGS WALL `D ARCti TO MATCH ADJACENT SURFACE cn /r� ��i. \;� o 7 i/' CHARLES N..,,,a:\ (� STEC Y lil * `i* O i` ,I\ \N`\ No. 202802 O-" EC 14 20.17' z w NEW MEZZANINE LEVEL E FLOOR PLAN w NOTES: a 1. G.C.TO X-RAY PRIOR TO CUTTING/DRILLING w THRU CONCRETE WALL'S AND FLOOR'S. 2. G.C.TO AVOID ANY STRUCTURAL STEEL IN a CONCRETE WALL'S AND FLOOR'S FOR NEW ,'N ; A2 ■ O PENETRATIONS REQUIRED. 4 I -MEZZANINE LEVEL FLOOR PLAN v6"=1-0" r CROWN v CASTLE NEW PATH NETWORKS,LLC 2000 CORPORATE DRIVE CANONSBURG,PA 15317 9 10 11 12 13 14 7PROJECT INFORMATION SITE NAME TOWN OF VAIL HUB 241 E.MEADOW DRIVE VAIL,CO 61657 I I I I I I I CONSULTANT EXISTING PRE-CAST CONCRETE COLUMN (TYP) O I - - - 0 - A 11/17 CONCEPT JT IF B 10/11/17 CD REVIEW 90% JT I EF C 100!18/17 DESIGN REVIEW JT D 11/13/17 D.R.B.COMMENTS JT E 11/16/17 D.R.B.COMMENTS JT F 12/01/17 D.R.B.COMMENTS JT O 12/14/17 CD ISSUE JT 17'-4" 56'-B" 34'-8" / LOW CEILING / /MEZZANINE LEVEL ABOVE OPEN CEILING I 1 I I I I REFRIGERANT&CONDUITB.O.EXISTING CONCRETE TEE (4)24"X24"NEW RETURN AIR B.O.EXISTING @ r VENTS @MEZZANINE RE:MECH. 9'-8"A.F.F. LEVEL 2(ABOVE) T-9"A.F.F. I I 1st REVIEW TN 2nd REVIEW CS \- L_ B O EXISTING CONCRETE CONDUITS ABOVE (4)NEW FAN COIL �10'-0-1/2"A.F.F. I UNITS ATTACHED 1 TO CONCRETE _ �� 1 DECK RE:MECH. OAl - !� _ _ III �1�I�—. I-) II-, I _J NEW POWER AND I t REFRIGERANT Silk6680 TRATETOLINES TV . 1I1� PENETRATE UP TO LEVEL 3 0 o o , CEILING(APPROX 225 L.F.) id _ ® o o N F+ ® A'-- ® ' i� z RE:2/M3.000 I r J (N 1 I \ B.O.EXISTING CONC. 4a EXISTING ELEVATOR CORE NEW SIMPLEX SOFT WALLCURAu 1 1T-5"A.F.F. 0. -10-1_1=11-1U- - ❑ ❑ �\ I I❑� 5935 SOUTH ZANG STREET,SUITE L(TTLETON COIORAD080 27260 OFFICE:303.932.9974 (3)EXISTING AIR EXHAUST (5)24"X24"NEW SUPPLY AIR EXISTING MEZZANINE NEW SUPPLY AND INTAKE SHAFT'S VENTS @ MEZZANINE RE:MECH. ACCESS HATCH DUCT(TYP OF 4) ��t_"-- \ I \ RE:MECH. L�A13C ,,, 1. `� ��CHARLES N.�� Z `'// STECKLY o zii ,, ',' �* / N`,\ No.202802 10 yDEC 14 2017Pa� kr-.) COQ. 1- z W NEW ENLARGE LEVEL 1 E RCP E NOTE: w0 NEW FAN COIL UNITS TO BE fX MITSUBISHI MODEL#:PVFY-P48EOOB w REFER TO MECH. a ® A2 • 50 1 -ENLARGE LEVEL 1 RCP 1/16"=1'-0" (-71° CROWN (3)NEW 12TON NC UNITS ON NEW _, , 1,0 CASTLE CONCRETE PAD W/LOW AMBIENT KIT NEWPATH NETWORKS,LLC 2000 CORPORATE DRIVE \ (E)TREE TO REMAIN UNDISTURBED CANONSBURG,PA 15317 I EXISTING BUILDING APPROXIMATE(E)GRADE PROJEC TENAOMEEMATION TO BE REMOVED TOWN OF VAIL HUB N NEW ELECTRICAL EQUIPMENT ON H-FRAME RE:ELEC. 241 E.MEADOW DRIVE — — _ _ T.O.(E)CONC.5 ALL, VAIL,Co 81657 EXISTING CONCRETE = NEW CONCRETE PAD RE:moo WALL • - CONSULTANT RE-GRADE AS REQUIRED Zo EXISTING WALKWAY=LEVEL 4 _ T.O.LEVEL 4 011 • \ - — — 33'-4" LEVEL GRADE @ H-FRAME TO 'N —— .-------------------.------------------- NEW CONCRETE PAD N S _ \ \ FINISH GRADE 7.°\____ T.O.FINISH GRADE 7 �TI I I 1 m-J-_ 31'-2" A 9/15/17 CONCEPT JT CORE THRU WALL FOR —I I -1 I—I I—I (E)G B tanm CD REVIEW sor Jr REFRIGERANT&POWER CONDUIT �r? '=III—III j III=III=III c `-I I=III =GR C 10/18/17 DESIGN REVIEW JT SEAL WATER TIGHT RE 0/A4.10 _ III III—I I — I I_I I I—III III—III—III—III= _ D ,1/13/77 D.R.B.COMMENTS JT I I'CI I II I _ E 11/16/17 D.R.B.COMMENTS JT EXISTING CONCRETE —I + I — '`;--' rI I—I I I—III—III—III—III F 12/01/17 D.R.B.COMMENTS JT DOUBLE TEE(BEYOND) 1 I—III—I I I—III—III— —III—I ''�c- III—III—III—III—III—I 1 0 12/14/17 CD ISSUE JT EWE'I I—WH 11=III— I—III— I—III—III—III—I I I—I 11- 1/2"EXPANSION JOINT W/ III III-I I I III III III- I=II =I I I, I III III III III I 1 1"SEALANT CAP — — �' '— NEW CONCRETE PIER FOUNDATION @ H-FRAME W/CROWN TOP FINISH NEW UNDERGROUND ELECTRICAL UTILITIES(BEYOND)RE:1/A4.10 7'-0"REGRADE DISTANCE / / 8'-8"TO FACE OF(E)TREE / / 1st REVIEW TN 2nd REVIEW CS 2-SECTION @ NEW EQUIPMENT 1/4"=1'-0° gilgag p (3)NEW 12TON NC UNITS F— ON NEW CONCRETE PAD (1)NEW PANEL,(1)DISCONNECT W/LOW AMBIENT KITS(1)1ANDITCH,(1)GFCI OUTLET, TRANSFORMER RE:ELEC. • z W — 5935 SOUTH ZANG STREET,SUITE 280 0_ LITTLETON,COLORADO 80127 EXISTING PRE-CAST OFFICE:303.932.9974 CONCRETE WALL BEYOND EN r/ \ I T.O.(E)CONC.SA WALL 4/,1/4v,..-------,_C7� z II R I I I �3°FABLES N. ICS $ '� STEC Y w to _ P — — T.O.LEVEL 4 O 74 33'-4" (2)6"0 CORES RE 6/4.10 (f)\\ No.2028027 �\ T.O.FINISH GRADE 9\ GC 14 201 —P� \ \ I _ — 31,-2" \ C>F gLEVEL GRADE @ NEW SLAB ENLARGE ELEVATION & NEW CONCRETE PAD RE:A4.00 NI= NEW POWER AND REFRIGERANT LL LINES TO PENETRATE BELOW SECTION UNDERGROUND ELECTRICAL LEVEL 4 CONCRETE DECKING UTILITY LINE INTO LEVEL 3 SEAL WATER TIGHT w W/SEALANT COLOR TO MATCH CONCRETE 1\3 • 00 1 -ENLARGE SOUTH ELEVATION 1/4"=1-0" v CROWN CONCRETE NOTES CASTLE 1. DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO NEW PATH NETWORKS,LLC THE LATEST EDITIONS OF THE FOLLOWING APPLICABLE CODES: ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS";ACI 318, "BUILDING 2000 CORPORATE DRIVE CODE REQUIREMENTS FOR REINFORCED CONCRETE" CANONSBURG,PA 15317 2. MIX DESIGN SHALL BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO PROJECT INFORMATION PLACING CONCRETE. SITE NAME EXISTING SURFACE 3. CONCRETE SHALL BE NORMAL WEIGHT,6%AIR ENTRAINED(11.5%)WITH A MAXIMUM 4"SLUMP,AND HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3000 TOWN OF VAIL HUB #4 @ 12"O.C. PSI UNLESS OTHERWISE NOTED. EACH WAY 4. MAXIMUM AGGREGATE SIZE SHALL BE 1". 241 E.MEADOW DRIVE 5. THE FOLLOWING MATERIALS SHALL BE USED: VAIL,CO 81657 cV` \ \ N. PORTLAND CEMENT: ASTM C 150,TYPE I • • • • REINFORCEMENT: ASTM A 185 CONSULTANT I r.Hca•;.x•`h}.w.`%x�.:l w;.Y:.;.•.r;.�.°;• :.;.�,,:g.QT?•: ...42.4 _ .': .�'�.:;r:T4APZ3§°;: >.;:; NORMAL WEIGHT AGGREGATE: ASTM C 33 lul Prrr-i"`. 7l.P s:�'r . v eP l i w�..^ 7.) :i J z 44,04 WATER: DRINKABLE o I I I — ADMIXTURES: NON-CHLORIDE N `'° I I I I I- I I I I III I I I— CONTAINING 6. REINFORCING DETAILS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF • 4"COMPACTED CONT.#4(TYP) ACI 315. \ \ GRAVEL BASE 7. REINFORCING STEEL SHALL CONFORM TO ASTM A 615,GRADE 60,DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 A 9/15/17 CONCEPT JT COMPACTED SUBGRADE WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS B 10/11/17 CD REVIEW 90% JT "B"AND ALL HOOKS SHALL BE STANDARD,UNO. C 10/18/17 DESIGN REVIEW JT 8. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR D 11/13/17 D.R.B.COMMENTS JT 8" 4" REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: E 11/16/17 D.R.B.COMMENTS JT F 12/01/17 D.R.B.COMMENTS JT / / / NOTES: 0 12/14/17 CD ISSUE JT 1'-0" 1.FOR SLOPED SITES MAXIMUM CROSS-SLOPE=4:1.EXTEND TURN DOWN CONCRETE CAST AGAINST EARTH 3 IN. / / SLAB EDGE MIN BELOW FINISHED GRADE AS REQUIRED. 2.MAXIMUM BACKFILL SLOPE=3:1 UNLESS NOTED OTHERWISE-SLOPE CONCRETE EXPOSED TO EARTH OR WEATHER: BACKFILL MINIMUM 1/4"/FT FOR 5'-0"FOR POSITIVE DRAINAGE AWAY #6 AND LARGER 2 IN. FROM SLAB FULL PERIMETER.PROVIDE DRAINAGE SWALE OR BERM AS #5 AND SMALLER&WWF 1 1/2 IN. REQUIRED TO MAINTAIN EXISTING SITE DRAINAGE PATTERNS. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: SLAB AND WALL 3/4 IN. BEAMS AND COLUMNS 1 1/2 IN. 9. A CHAMFER 3/4"SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE,UNO, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. 10. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR,SHALL BE PER 1st REVIEW TN 2nd REVIEW CS MANUFACTURES WRITTEN RECOMMENDED PROCEDURE.THE ANCHOR BOLT,DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT 3-CONCRETE SLAB SECTION N.T.S. DEPTH OR AS SHOWN ON THE DRAWINGS.NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE. 11. CURING COMPOUNDS SHALL CONFORM TO ASTM C-309. 12. ADMIXTURES SHALL CONFORM TO THE APPROPRIATE ASTM STANDARD AS REFERENCED IN ACI-301. 13. DO NOT WELD OR TACKW ELD REINFORCING STEEL. - ViiMe 14. ALL DOWELS,ANCHOR BOLTS,EMBEDDED STEEL,ELECTRICAL CONDUITS,PIPE SLEEVES,GROUNDS AND ALL OTHER EMBEDDED ITEMS AND FORMED DETAILS SHALL BE IN PLACE BEFORE START OF CONCRETE PLACEMENT. 15. LOCATE ADDITIONAL CONSTRUCTION JOINTS REQUIRED TO FACILITATE u) 1/2"O EPDXY ANCHOR REFER NC UNIT ATTACHEMENT FLANGE CONSTRUCTION AS ACCEPTABLE TO ENGINEER. PLACE REINFORCEMENT z MFGR RECOMMENDATION ON CONTINUOUSLY THROUGH JOINT. 0 [ANTI-VIBRATION RUBBER 6"CONC.SLAB W/THICKENED 16. REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REQUIRED. • EDGES(BROOM FINISH) 17. PLACE CONCRETE IN A UNIFORM MANNER TO PREVENT THE FORMATION OF COLD t / JOINTS AND OTHER PLANES OF WEAKNESS.VIBRATE THE CONCRETE TO FULLY _ ■ EMBED REINFORCING.DO NOT USE VIBRATORS TO TRANSPORT CONCRETE THROUGH d CHUTES OR FRAMEWORK. \ \ 5935 zOUTH ZANG STREET,SUITE 280 F.G. a 18. DO NOT PLACE CONCRETE IN WATER,ICE,OR ON FROZEN GROUND. LITTLETON,COLORADO 80127 OFFICE:30 • 3.932.9974 19. DO NOT ALLOW CONCRETE SUBBASE TO FREEZE DURING CONCRETE CURING AND ELEV.99'-6" SETTING PERIOD,OR FOR A MINIMUM OF 14 DAYS AFTER PLACEMENT. - - ° \ 03 20. FOR COLD-WEATHER AND HOT-WEATHER CONCRETE PLACEMENT,CONFORM TO !! p u53 CONTAINING CHAPPLICABLE I OR DE,CALCIUM,SALTS,ETC.SHALL NOT BECODES AND RECOMMENDATIONS.IN EITHER CU ED.PROTECT FRESH -�`D ARC, V •'` I w CONCRETE FROM WEATHER FOR 7 DAYS MINIMUM. \,0\ ',_ z CHARLES N.' ,C� S S z �'' STECKLY ,, O z j i ILii ' ' z o i* �Q *i1 ( o \I L/� j a P . No.202802 Q au T.O.CONC • -yjpEC 14 201-7 ELEV.100'-0" • �• °�� m� OF CO�o H \ \ ASSUMED ALLOWABLE BEARING PRESSURE OF 1,000 PSF TO BE VERIFIED IN FIELD BY GEOTECHNICAL 0 ENGINEER SERVICE PRIOR TO CONSTRUCTION FOUNDATION PLAN & Fe NOTES NO DIMENSIONS ARE APPROXIMATE, INSTALL NC UNITS PER w MANUFACTURERS PRINTED DETAILS. O / 9" / / e" / 2.COORDINATE STUB UP LOCATIONS WI a. PRINTED NC UNITS MANUFATURER A4 ■ 0 18'-8"CONCRETE SLAB / SPECS. 2-CONCRETE SLAB PLAN DETAIL 1/2"=1'-0" 1 -CONCRETE NOTES CROWN EXISTING CONCRETE TEE PANEL"HA"RE:ELEC. `\` v CASTLE EXTERIOR INTERIOR SLIP TRACK ATTACHED TO - CONCRETE TEE __\__\ NEWPATH NETWORKS,LLC "\- f 30A/2P DISCONNECT 2000 CORPORATE DRIVE POWDER ACTUATED iQ- SWITCH RE:ELEC. CANONSBURG,PA 15317 1/4"0 TAPCON BLUE CONCRETE V;- - = d FASTENER @ 24"O.C. i"\- t= M PROJECT INFORMATION SCREW W/WASHER(TYP) 3KVA TRANSFORMER SITE NAME 5/8"GWB TRIM ATTACHED RE:ELEC. TOWN OF VAIL HUB • - - - ELASTOMERIC SEALANT TYP EA. . TO NON-CONBUSTALBE t P10D0 UNISTRUT(TYP) SIDE OF PENETRATION ° BLOCKING — 241 E.MEADOW DRIVE • N \- M — WEATHER VAIL,CO 81857 - -.• , ,,• - (// PIPE CLAMP _ _ J• �� TAPE GW B CLG.TO SLIP a RESISTANT OUTLET SPRAY FOAM • ° ;"g ._ THRACK GWB STRIP, WITH OUTDOOR CONSULTANT SEALANT EACH END \17. -- _• PROVIDE J-MOULD COVER RE;ELEC. • ,'>, , 6"METAL STUDS @ 16"O.C. 61 J J /-G.C.TO V.I.F.STUD SIZE CROWN TOP OF PIER PIPE,GALV.(TYP)E 40 / /e VR-19 BATT INSULATION �/ G — r! j , REFRIGRANT& `" - FINISH GRADE CONDUIT n� 5/8"TYPE'X'GYPSUM } A 9/15/17 CONCEPT JT z , -e• WALL BOARD SHEATHING 1 - o WA-WGC EXTERNAL (TYP EACH SIDE) B 10/11/17 CD REVIEW 90/ JT PIPE SEAL OR SIM 4 .- ' `• v f C 10/18/17 DESIGN REVIEW JT - D 11/13/17 D.R.B.COMMENTS JT FINISH GRADE a'•• - < - #12 TEK SCREWS 2 24'O.C. E 11/16/17 D.R.B.COMMENTS JT �� as - F 12/01/17 D.R.O.COMMENTS JT ,< • -'' 1, `' 0 12/14/17 CD ISSUE JT `/ EXISTING WALL ,± I 12"0 CONCRETE I e•a_„ % -4 ' in • ( ;•f„.. .2: PIER . -- a \ ;� t r NOTES: a 6e- 1.WALL FINISH TO MATCH ADJACENT WALL (E)PRE-CAST CONCRETE WALL I - •• - - BELOW. r 2.PAINT AND PRIMER WALL TO MATCH :_ ADJACENT WALL BELOW. 3'-4" / / 1st REVIEW TN 2nd REVIEW CS 6-CONDUIT THRU EXTERIOR WALL DETAIL 3/4"=l'-0" 4-INFILL WALL SECTION 3/4"=1'-0" 2-H-FRAME DETAIL 1/2 =1-0" MATCH SLOPE,THICKNESS ViLLIEtkR AND TYPE OF EXISTING FINISH GRADE co z 0H 1"DEFLECTION SLIP TRACK COMPACTED BACKFILL Z _ : ■ 1/1 IDEL EXISTING CONCRETE TEE WARNING / '` / / 593 SOUTH ZANG STREET,SUITE LfTTLETON,COLORADO 80127 280 TAPE W/ / OFFICE:303.932.9974 NEW SHEET METAL TRACE WIRE _�� _ — _ COVER \ I —� � —� III III-1 I I-1 - I I 1=1 I I-I 1=1 I' p AR \ COMPACT BACKFILL—I _ _-I -111E111-----111E111 S� C,y REFIGERANT LINES III-III-III- I-III=III=1 I zCLIPPED TO TRAY W/ ' Z S.S.CLIPS , III III-I I 111=111=111 M �V. CHARLES N. C1`'s 1-111=111 I-111=111 ,r:'_:-1:,, STEC Y :/‘ �',O 12"'B-LINE'CABLE TRAY a -111-11 -111=111— z (LADDER TYPE)OR EQ. I-11I 1-111 ! *i T BOLTED TO TS W/(2)1/2'0 UNDISTURBED EARTH 111-1 -111-1 I 000 THRU-BOLTS II- — (� N0.2�28�2 '0 ' \ PVC CONDUIT FOR \—_-• -Am- -",- 111— 1 EC 14 201T,z.'92' �`re NEW STUDS INFILL 8W GWB FINISH AND ELECTRICALRE:ELEC. OF CO\O�P'/ - _ _ _ PAINT TO MATCH ADJACENT -- -- - z g 2-, ,a, e; e WALL BELOW SAND BED . - e, < n - - TES: CD e- TOP OF EXISTING WALL 11.01 INSTALL ALL UNDERGROUND UTILITIES PER LOCAL UTILITY REQUIREMENTS. DETAILS w 2.LOCATE ALL UNDERGROUND UTILITIES PRIOR TO TRENCHING/EXCAVATION. w a 3.COORDINATE SIZE AND TYPE WITH LOCAL UTILITY COMPANIES REQUIREMENTS. CONCRETE PAD 4.REFER TO UTILITY COORDINATION/ELEC.SITE PLAN FOR EXACT LOCATION. w O A4 . 1O 5-ROOFTOP CABLE TRAY DETAIL 11/2"=1'-o" 3-INFILL WALL DETAIL 112"=1'-o" 1 -TRENCHING DETAIL 1/2"=1-0" System No.C-AJ-8177 CROWN F Rating—2 Hr a.i CASTLE T Ratings—0,1/4,1-1/2 and 2 Hr(See Items 2,3,4,5 and 6) NEW PATH NETWORKS,LLC 0 0 2000 CORPORATE DRIVE 0 CANONSBURG,PA 15317 PROJECT INFORMATION Or 0:f' "/ 0 SITE NAME ! TOWN OF VAIL HUB O 0: O .� 241 E.MEADOW DRIVE VAIL,CO 81657 Ill Ili CONSULTANT AMI L '; @: A Q ikia A 9/15/17 CONCEPT JT 0 SECTION A-A B 10/11/17 CD REVIEW 90% JT C 10/18/17 DESIGN REVIEW JT D 11/13/17 D.R.B.COMMENTS JT 1.FLOOR OR WALL ASSEMBLY--MIN 4-1/2 IN.(114 MM)THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT(100-150 PCF OR 6.CABLES—NOM 4 IN.(102 MM)DIAM(OR SMALLER)TIGHT BUNDLE OF CABLES.MIN ANNULAR SPACE BETWEEN CABLE BUNDLE AND E 11/16/17 D.R.B.COMMENTS JT 1600-2400 KG/M3)CONCRETE.WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS*.MAX AREA OF 896 SQ PERIPHERY OF OPENING IS 1/2 IN.(13 MM).SEPARATION BETWEEN CABLE BUNDLE AND METALLIC PENETRANTS SHALL BE MIN 8 IN. F 12/01/17 D.R.B.COMMENTS JT IN.(5781 CM2)WITH MAX DIMENSION OF 32 IN.(813 MM).SEE CONCRETE BLOCKS(CAZT)CATEGORY IN THE FIRE RESISTANCE (203 MM).SEPARATION BETWEEN CABLE BUNDLE AND INSULATED PENETRANTS OR NONMETALLIC PENETRANTS SHALL BE MIN 4 IN. 0 12/14/17 CD ISSUE JT DIRECTORY FOR NAMES OF MANUFACTURERS. (102 MM).CABLE BUNDLE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY.THE FOLLOWING TYPES AND SIZES 2.METALLIC PENETRANTS--ONE OR MORE METALLIC PIPES,CONDUITS OR TUBES TO BE INSTALLED WITHIN THE OPENING.THE MIN OF CABLES MAY BE USED: ANNULAR SPACE BETWEEN PIPES,CONDUIT OR TUBING IS 1 IN.(25 MM).THE MIN ANNULAR SPACE BETWEEN PIPES,CONDUIT OR A.MAX 300 PAIR-NO.24 AWG COPPER CONDUCTOR TELEPHONE CABLE WITH PVC INSULATION AND JACKET. TUBING AND PERIPHERY OF ANY SINGLE SURFACE OF THROUGH OPENING IS 0 IN.(POINT CONTACT).PENETRANTS RIGIDLY B.MAX 500 KCMIL SINGLE CONDUCTOR COPPER POWER CABLE WITH PVC JACKET MATERIAL. SUPPORTED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY.THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES,CONDUITS OR C.MAX 3/C NO.12 AWG STEEL CLAD CABLES WITH PVC INSULATION MATERIALS. TUBING MAY BE USED: D.MAX 3/C NO.2/0 AWG(OR SMALLER)ALUMINUM CONDUCTOR SER CABLES WITH PVC INSULATION AND JACKET. A.STEEL PIPE--NOM 8 IN.(203 MM)DIAM(OR SMALLER)SCHEDULE 10(OR HEAVIER)STEEL PIPE. E.MAX RG/U COAXIAL CABLES WITH FLUORINATED ETHYLENE JACKET AND INSULATION. B.IRON PIPE--NOM 8 IN.(203 MM)DIAM(OR SMALLER)CAST OR DUCTILE IRON PIPE. WHEN CABLES ARE USED,T RATING IS 1/4 HR. C.CONDUIT--NOM 4 IN.(102 MM)DIAM(OR SMALLER)RIGID STEEL CONDUIT OR NOM 4 IN.(102 MM)DIAM(OR SMALLER) ELECTRICAL METALLIC TUBING(EMT). 7.FIRESTOP SYSTEM--THE FIRESTOP SYSTEM SHALL CONSIST OF THE FOLLOWING: ' D.COPPER PIPE OR TUBE--NOM 4 IN.(102 MM)DIAM(OR SMALLER)REGULAR(OR HEAVIER)COPPER PIPE OR TYPE L(OR A.FILL,VOID OR CAVITY MATERIAL*-WRAP STRIP—REQUIRED ONLY FOR USE WITH EACH METALLIC PENETRANT THAT IS HEAVIER)COPPER TUBE.THE HOURLY T RATING FOR THE FIRESTOP SYSTEM IS 0 HR WHEN METALLIC PENETRANTS ARE USED. INSULATED WITH GLASS FIBER UNITS(ITEM 3A)OR FLEXIBLE FOAM TUBE INSULATION(ITEM 3B).ONE LAYER OF MIN 3/16 IN.(5 1st REVIEW TN 2nd REVIEW CS 3.PIPE INSULATION—(OPTIONAL)THE FOLLOWING TYPES OF PIPE INSULATIONS MAY BE INSTALLED ON ONE OR MORE OF THE MM)THICK BY 1-3/4 IN.(44 MM)WIDE WRAP STRIP CONTINUOUSLY WRAPPED AROUND THE OUTER CIRCUMFERENCE OF THE METALLIC PIPES OR TUBES(ITEMS 2A,B AND D).WHEN PIPE INSULATION IS USED,THE WRAP STRIP DESCRIBED IN ITEM 7A IS ALSO INSULATED PIPE WITH ENDS BUTTED AND HELD IN PLACE WITH INTEGRATED TAPE.WRAP STRIP TO BE RECESSED 1-1/2 IN.(38 REQUIRED.MIN ANNULAR SPACE BETWEEN INSULATED PENETRANTS IS 4 IN.(102 MM).MIN ANNULAR SPACE BETWEEN INSULATED MM)FROM BOTTOM SURFACE OF FLOOR OR BOTH SURFACES OF WALL. PENETRANTS AND PERIPHERY OF OPENING IS 1/2 IN.(13 MM). HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC--CP 648E WRAP STRIP A.PIPE AND EQUIPMENT COVERING MATERIALS'--NOM 2 IN.(51 MM)THICK HOLLOW CYLINDRICAL HEAVY DENSITY(MIN 3.5 PCF Al.FILL,VOID OR CAVITY MATERIAL*-WRAP STRIP—REQUIRED ONLY FOR USE WITH EACH NONMETALLIC PENETRANT OR 56 KG/M3)GLASS FIBER UNITS JACKETED ON THE OUTSIDE WITH AN ALL SERVICE JACKET.LONGITUDINAL JOINTS SEALED (ITEM 5)AS SPECIFIED IN TABLE BELOW.ONE LAYER OF INTUMESCENT WRAP STRIP IS CONTINUOUSLY WRAPPED WITH METAL FASTENERS OR FACTORY-APPLIED SELF-SEALING LAP TAPE.TRANSVERSE JOINTS SECURED WITH METAL AROUND THE PIPE WITH ENDS BUTTED AND HELD IN PLACE WITH INTEGRATED TAPE.WRAP STRIP TO BE RECESSED 1-1/2 FASTENERS OR WITH BUTT TAPE SUPPLIED WITH THE PRODUCT.WHEN ITEM 3A IS USED,T RATING IS 1-1/2 HR.SEE PIPE AND IN.(38 MM)FROM BOTTOM SURFACE OF FLOOR OR BOTH SURFACES OF WALL. EQUIPMENT COVERING MATERIALS(BRGU)CATEGORY IN THE BUILDING MATERIALS DIRECTORY FOR NAMES OF HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC—CP648-S-1.5"US and CP648-S-2"US Wrap Strip MANUFACTURERS.ANY PIPE COVERING MEETING THE ABOVE SPECIFICATIONS AND BEARING THE UL CLASSIFICATION MARKING A2.FIRESTOP DEVICE*—FIRESTOP COLLAR(NOT SHOWN)--REQUIRED FOR ALL NONMETALLIC PENETRANTS(ITEM 5)EXCEEDING ilti8kR. WITH A FLAME SPREAD INDEX OF 25 OR LESS AND A SMOKE DEVELOPED INDEX OF 50 OR LESS MAY BE USED. NOM 2 IN.(51 MM)DIAM AND REQUIRED FOR ALL SIZES OF ABS AND FRPP PENETRANTS AS SPECIFIED IN TABLE BELOW.FIRESTOP V B.TUBE INSULATION-PLASTICS#--NOM 1 IN.(25 MM)THICK ACRYLONITRILE BUTADIENE/POLYVINYL CHLORIDE(AB/PVC)FLEXIBLE COLLAR SHALL BE INSTALLED IN ACCORDANCE WITH THE ACCOMPANYING INSTALLATION INSTRUCTIONS.COLLAR TO BE INSTALLED - FOAM FURNISHED IN THE FORM OF TUBING.TUBE INSULATION CAN BE USED ON METALLIC PIPES OR TUBES NOT EXCEEDING AND LATCHED AROUND THE PIPE AND SECURED TO UNDERSIDE OF FLOOR/CP 637 MORTAR OR BOTH SIDES OF WALUCP 637 z NOM 2 IN.(51 MM)DIAM.WHEN ITEM 3B IS USED,T RATING IS 1/2 HR.SEE PLASTICS(QMFZ2)CATEGORY IN THE PLASTICS MORTAR USING ANCHOR HOOKS PROVIDED WITH THE COLLAR.MINIMUM TWO ANCHOR HOOKS REQUIRED FOR NOM 1-1/2 AND 2 IN. • 0 RECOGNIZED COMPONENT DIRECTORY FOR NAMES OF MANUFACTURERS.ANY RECOGNIZED COMPONENT TUBE INSULATION (38 AND 51 MM)DIAM PIPES.MINIMUM THREE ANCHOR HOOKS REQUIRED FOR NOM 3 AND 4 IN.(76 AND 102 MM)DIAM PIPES.THE MEETING THE ABOVE SPECIFICATIONS AND HAVING A UL 94 FLAMMABILITY CLASSIFICATION OF 94-5VA MAY BE USED. ANCHOR HOOKS ARE TO BE SECURED WITH MIN 1/4 IN.(6 MM)DIAM BY MIN 1-1/4 IN.(32 MM)LONG CONCRETE SCREW ANCHORS OR 4.STEEL DUCT--A MAXIMUM OF ONE NOM 12 BY 12 IN.(305 BY 305 MM)(OR SMALLER)NO.26 GA(OR HEAVIER)STEEL DUCT INSTALLED HILTI 1/4 IN.(6 MM)DIAM BY 1-1/4 IN.(32 MM)LONG KW IK-CON II+CONCRETE SCREW ANCHORS,UTILIZING A 1-7/16 IN.(37 MM)DIAM - — — w WITHIN OPENING.DUCT TO BE SPACED MIN 4-1/2 IN.(114 MM)FROM INSULATED PENETRANTS AND METALLIC PENETRANTS AND MIN 10 BY 1/16 IN.(1.6 MM)THICK STEEL WASHER.FIRESTOP COLLAR SHALL BE SIZED FOR THE NOM DIAM OF THE PENETRANT AS SHOWN Z • w IN.(254 MM)FROM NONMETALLIC PENETRANTS AND CABLE BUNDLES.MIN ANNULAR SPACE BETWEEN STEEL DUCT AND PERIPHERY IN TABLE BELOW.THE DENSITY OF PENETRANTS REQUIRING FIRESTOP COLLARS SHALL NOT EXCEED TWO PENETRANTS WITH 5935 SOUTH ZANG STREET,SUITE 280 a OF OPENING IS 2 IN.(51 MM).STEEL DUCT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY.WHEN STEEL FIRESTOP COLLARS PER 114 SQ IN. 735 CM)OF OPENING AREA. LITTLETON,COLORADO 80127 DUCT IS USED,THE STEEL ANGLES DESCRIBED IN ITEM 7C ARE ALSO REQUIRED.WHEN STEEL DUCT IS USED,THE T RATING IS 1/4 HR. ( OFFICE:303.932.9974 5.NONMETALLIC PENETRANTS—ONE OR MORE NONMETALLIC PIPES OR CONDUITS TO BE INSTALLED WITHIN THE OPENING.THE MIN HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC--CP 643 50/1.5"N,CP 643 63/2"N,CP 643 93/3"N,CP 643 90/4"N FIRESTOP COLLAR ANNULAR SPACE BETWEEN NONMETALLIC PENETRANTS AND PERIPHERY OF ANY SINGLE SURFACE OF THROUGH OPENING IS 0 IN. ! (POINT CONTACT).SEPARATION BETWEEN METALLIC AND NONMETALLIC PENETRANTS IS MIN 8 IN.(102 MM).PENETRANTS RIGIDLY PENETRANT NOM WRAP STRIP FIRESTOP `D ARC`.\ SUPPORTED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY.WHEN NONMETALLIC PENETRANT IS USED,THE WRAP STRIP DESCRIBED TYPE FROM PENETRANT ITEM 7A1 COLLAR ITEM 7A2 7 ' IN ITEM 7A1 IS REQUIRED EXCEPT THAT:(A)WHEN THE NOM DIAM OF THE NONMETALLIC PENETRANT EXCEEDS 2 IN.(51 MM),THE ITEM /� 5ABOVE DIAM REQUIRED REQUIRED cn FIRESTOP COLLAR DESCRIBED IN ITEM 7A2 IS REQUIRED,AND(B)FOR ALL ABS AND FRPP TYPE PENETRANTS,THE FIRESTOP COLLAR 0,//' CHARLES N.``; ` Z DESCRIBED IN ITEM 7A2 IS REQUIRED.SEE TABLE IN ITEM 7A2 BELOW.THE FOLLOWING TYPES AND SIZES OF NONMETALLIC PIPES OR MAY BE USED AS �;/ A,B,C 1-1/2 AND 2 IN. YES ,, .s'• �`'' 00 CONDUITS MAY BE USED: ALTERNATE TO ITEM 7A1 I 1/ S�Y \ z A.POLYVINYL CHLORIDE(PVC)PIPE--NOM 4 IN.(102 MM)DIAM(OR SMALLER)SOLID OR CELLULAR CORE SCHEDULE 40 PVC PIPE A,B,C 3 AND 4 IN. NO YES 1* ;* tu O FOR USE IN CLOSED(PROCESS OR SUPPLY)OR VENTED(DRAIN,WASTE AND VENT)PIPING SYSTEMS. D,E 1-1/2,2,3 AND 4 IN. NO YES B.CHLORINATED POLYVINYL CHLORIDE(CPVC)PIPE--NOM 4 IN.(102 MM)DIAM(OR SMALLER)SDR13.5 CPVC PIPE FOR USE IN CLOSED(PROCESS OR SUPPLY)OR VENTED(DRAIN,WASTE AND VENT)PIPING SYSTEMS. (P';, NO.202802 O C.RIGID NONMETALLIC CONDUIT+--NOM 4 IN.(102 MM)DIAM(OR SMALLER)SCHEDULE 40 PVC CONDUIT INSTALLED IN B.FILL VOID OR CAVITY MATERIAL*-MORTAR—MIN 3-1/2 IN.(89 MM)THICKNESS OF FILL MATERIAL LOCATED FLUSH WITH /s' EC 14 2017 ' ACCORDANCE WITH ARTICLE 347 OF THE NATIONAL ELECTRICAL CODE(NEPA 70). BOTTOM SURFACE OF FLOOR OR BOTH SURFACES OF WALL.FILL MATERIAL IS MIXED AT A RATE OF 2.5 PARTS DRY MIX TO 9 - Q-; D.ACRYLONITRILE BUTADIENE STYRENE(ABS)PIPE--NOM 4 IN.(102 MM)DIAM(OR SMALLER)SCHEDULE 40 SOLID OR CELLULAR ONE PART WATER BY VOLUME IN ACCORDANCE WITH THE INSTALLATION INSTRUCTIONS SUPPLIED WITH FILL MATERIAL. of CO\-Q , CORE ABS PIPE FOR USE IN CLOSED(PROCESS OR SUPPLY)OR VENTED(DRAIN,WASTE OR VENT)PIPING SYSTEMS. HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC--CP 637 Z E.FLAME RETARDANT POLYPROPYLENE(FRPP)PIPE--NOM 4 IN.(102 MM)DIAM(OR SMALLER)SCHEDULE 40 FRPP PIPE C.STEEL RETAINING ANGLE—REQUIRED FOR USE WITH STEEL DUCT(ITEM 4).NOM 1 BY 1 IN.(25 BY 25 MM)BY NO.18 FOR USE IN CLOSED(PROCESS OR SUPPLY)OR VENTED(DRAIN,WASTE OR VENT)PIPING SYSTEMS. GAUGE(OR HEAVIER)STEEL ANGLES ATTACHED TO ALL FOUR SIDES OF THE STEEL DUCT,FLUSH WITH THE TOP WHEN ITEM 5 IS USED,THE T RATING OF THE FIRESTOP SYSTEM IS 2 HR. SURFACE OF MORTAR(ITEM 7C)OR FLUSH WITH MORTAR ON BOTH SIDES OF WALL.THE ANGLES SHALL BE ATTACHED O WITH NO.8(OR LARGER)STEEL SHEET METAL SCREWS SPACED MAX OF 2 IN.(51 MM)FROM EACH END AND A MAX OF 3 FIRESTOPPING DETAIL LL IN.(76 MM)OC. Lu `BEARING THE UL CLASSIFICATION MARK ITL #BEARING THE UL RECOGNIZED COMPONENTS MARK w +BEARING THE UL LISTING MARK 0 a A4 . 2 0 1 -CONCRETE WALUFLOOR PENETRATION FIRESTOPPING DETAIL rv CROWN NEW SUPPLY AIR DUCT W/LOUVER _ CASTLE GRILL(TYP OF 5)RE:MECH. NEWPATH NETWORKS,LLC 11111111111 - - 2000 CORPORATE DRIVE CANONSBURG,PA 15317 NEW FAN COIL UNITS RE:MECH PROJEC14Mabli T INFORMATION _` SITE NAME /111111 UNISTRUT W/TREADED ROD AND TOWN OF VAIL HUB SUSPENSION CEILING HANGER DAMPER Al KIT REFER TO MFGR SPECS. EXISTINGTURN CONCRETEAIR WALL NEW FAN COIL UNITS RE:MECH 241 E.MEADOW DRIVE -- VAIL,CO 81657 HOT AISLE PLENUM SPACE / _ RE - CONSULTANT NEW SUPPLY AIR DUCT = 2'x2'STEEL BAR GRATING RETURN UNISTRUT W/THREADED W/NO GRILLE(TYP OF 4) GRILL(TYP OF 4)RE:5/A5.00 ROD AND SUSPENSION II CEILING HANGER W/ SPRING VIBRATION _� ISOLATERS REFER TO ,������ HIGH HOT AISLE SPACE MFGR SPECS. � -- HOT AISLE `h A 9/15117 CONCEPT JT AIR SUPPLY DIRECTION ' \ B 10/11/17 CD REVIEW 90% JT NEW SUPPLY AIR MINIM _ _ NEW SIMPLEX SOFT WALL AIR DUCT W/NO GRILLE C 10/18/17 DESIGN REVIEW JT •-_ _ 1' SEPARTING CURTAIN MOUNTED TO D 11/13/17 D.R.B.COMMENTS JT 1iii CEILING TO TOP OF EQUIPMENT COLD AISLE E 11/16/17 D.R.B.COMMENTS JT RACKS(APPROX 7'-0"A.F.F)RE:3/A5.00 F 12l01l17 D.R.B.COMMENTS JT 0 12/14/17 CD ISSUE JT - NEW SIMPLEX SOFT WALL AIR d --- ' SEPARATING CURTAIN MOUNTED TO �_ CEILING TO TOP OF EQUIPMENT `� \� RACKS(APPROX 7'-0"A.F.F)3/A5.00 1st REVIEW TN 2nd REVIEW CS 4-3D SECTION VIEW OF AIR CONTAINMENT SYSTEM 2-FAN COIL EQUIPMENT ROOM SECTION l/4"=1'-o" SIMPLEX:AIR BLOCK DCT MOUNTING TRACK RE:NOTES FOR gitge ATTACHMENT NEW FAN COIL UNITS RE:MECH EXISTING CONCRETE CEILING WALL NEW FLEX DUCT CONNECTION(TYP) z MEZZANINE U� '' RETURN AIR 0 F= Z EXISTING 2'-0"x2'-0"BAR SPLICE CHANNEL FOR '� 1 Z ■ Ili PLYWOOD FLOOR I NEW INFILL WALL z GRATING RETURN CORNERS& DECKING ON RE:3/A4.10 5935 SOUTH ZANG STREET,SUITE 280 0 FLOOR JOIST AIR VENT(TYP OF 4) CONNECTIONS LIQ OFFICE:N,COLORADO OL 303.932.9974 DO80127 CONT.THREADED i lifil i CHANNELS ALLOW IdIIIIIIi I--_ FOR FLEXIBLE UNISTRUT W/THREADED ! MOUNT POINTS ROD AND SUSPENSION GD AIC``,, CEILING HANGER W/ S ',7/X,':7/ CONTINUOUS FLAT WALL HOOK ��� SPRING VIBRATION /� BEAD BAR PLENUM(a� ISOLATERS REFER TO V.; 2Xbd/8"STEEL �, ���� z MFGR SPECS. CHARLES N. p ANGEL MEZZANINE �/ FRONT PLATE STECKLY Z 1/2"LAG SCREW LU O @ 16"O.C. HOOK BEAD = u GRATING �� NEW LOUVERED AIR (�',_, NO. 202802 :01k,'..' ADD 2X BLOCKING {{ (` GRILL RE:MECH. EC 14 201:7 Q EXISTING GYPSUM AS NEEDEDf ` 9 Q` SHEATHING EQUIPMENT ROOM SIMPLEX AIRBLOCK CURTAIN �OF CO`Q�; zFASTENING NOTES: 1he 1. WOOD JOISTS:ATTACH HANGER TO WOOD JOIST WITH 1/4"0 X LU 3"EMBED LAG SCREWS TO EACH JOIST OT AISLE COLD AISLE HOT AISLE 2. STEEL JOISTS:ATTACH HANGER TO JOIST WITH#12 TEK TO CONTAINMENT DETAILS wEACH JOIST 0_ 3. CONCRETE:ATTACH HANGER TO CEILING WITH 1/4"EXPANSION w ANCHORS NEW SIMPLEX SOFT WALL AIR SEPARTING CURTAIN MOUNTED TO CEILING TO TOP OF EQUIPMENT d RACKS(APPROX 7'-0"A.F.F)3/A5.00 A5 ■ 00 5-BAR GRATING DETAIL 1 1/2"=1'-0" 3-CURTAIN/STRIP MOUNT DETAIL 6"=1'-0" 1 -FAN COIL MEZZANINE SECTION 1/4"=1'-0" POWER PLAN SYMBOLS GROUNDING PLAN SYMBOLS ONE LINE DIAGRAM SYMBOLS -_�-- POWER CONDUCTOR �--^ GROUND S TRANSFORMER CASTLE ` CONDUCTOR new% I I PANELBOARD COMPRESSION TYPE NEW PATH NETWORKS,LLC • 2000 CORPORATE DRIVE CONNECTION CANONSBURG,PA 15317 I 1- STAND-BY DISCONNECT SWITCH M EXOTHERMIC WELD GENERATOR PROJECT INFORMATION METER SITE NAME O CLAD ROD(5/8" O METER TOWN OF VAIL HUB GROUND ELECTRICAL x10') EQUIPMENT ENCLSURE 241 E.MEADOW DRIVE O GROUND ROD WITH III AUTOMATIC VAIL,CO 81657 GENERATOR INSPECTION SLEEVE TRANSFER SWITCH I- I RECEPTACLE r , o CONSULTANT e". INTEGRATED LIGHT SWITCH ,O, TEST WELL - TRANSFER SWITCH VERN WILLSON P.E. 11) FUSED DISCONNECT 3083 WHITE OAK ST. DUPLEX OUTLET PATH AND NUMBER HIGHLANDS RANCH,CO 80129 i PHONE:303.883.2208 OF CONDUCTORS QUADPLEX OUTLET LOCAL DISCONNECT y.�GFI (I� GEN.PLUG A 9/15/17 CONCEPT JT pTTp GFCI OUTLET CIRCUIT BREAKER B 10/11/17 CD REVIEW 90% JT C 10/18/17 DESIGN REVIEW JT 2-ELECTRIC SYMBOLS LEGEND AND CALCULATIONS D 11/13/17 D.R.B.COMMENTS JT E 11/16/17 D.R.B.COMMENTS JT F 12/01/17 D.R.B.COMMENTS JT 1. SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL 15. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS 0 12/14/17 CD ISSUE JT JOB SITE CONDITIONS AND WORK TO BE PERFORMED UNDER THIS REQUIRED BY ALL APPLICABLE CODES. CONTRACT.CONTRACTOR IS RESPONSIBLE FOR ALL FIELD VERIFICATION. 16. PATCH,REPAIR AND PAINT ANY AREA THAT HAS BEEN DAMAGED IN THE COURSE OF THE ELECTRICAL WORK. 2. THESE PLANS ARE DIAGRAMMATIC ONLY,AND NOT TO BE SCALED. 17. IN DRILLING HOLES INTO CONCRETE(WHETHER FOR FASTENING 3. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR, OR ANCHORING PURPOSES OR PENETRATIONS THROUGH THE MATERIALS,INSURANCE,EQUIPMENT,INSTALLATION,CONSTRUCTION FLOOR FOR CONDUIT RUNS,PIPE RUNS,ETC.)IT MUST BE CLEARLY TOOLS,TRANSPORTATION,ETC.FOR A COMPLETE AND PROPERLY UNDERSTOOD THAT TENDONS AND REBARS WILL NOT BE DRILLED OPERATIVE SYSTEM ENERGIZED THROUGHOUT AND AS INDICATED ON INTO,CUT,OR DAMAGED UNDER ANY CIRCUMSTANCES. DRAWINGS,AS SPECIFIED HEREIN AND/OR AS OTHERWISE REQUIRED. 18. LOCATION OF TENDONS AND RE-BARS ARE NOT DEFINITELY 4. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECT KNOWN AND THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE 1st REVIEW TN 2nd REVIEW CS CONDITION WHEN INSTALLED AND SHALL BE OF THE BEST GRADE METHODS AND EQUIPMENT VIA X-RAY,OR OTHER DEVICES THAT CAN AND OF THE SAME MANUFACTURER THROUGHOUT FOR EACH CLASS ACCURATELY LOCATE THE REINFORCING STEEL TENDONS. OR GROUP OF EQUIPMENT.MATERIALS SHALL BE LISTED AND APPROVED BY UNDER-WRITER'S LABORATORY AND SHALL BEAR THE 19. PENETRATIONS IN FIRE RATED WALLS SHALL BE FIRE STOPPED - INSPECTION LABEL"J"WHERE SUBJECT TO SUCH APPROVAL. IN ACCORDANCE WITH APPLICABLE LOCAL BUILDING CODES.USING MATERIALS SHALL MEET WITH APPROVAL OF THE DIVISION OF U.L.RATED MATERIALS INDUSTRIAL SAFETY AND ALL GOVERNING BODIES HAVING JURISDICTION.MATERIALS SHALL BE MANUFACTURED IN 20. ELECTRICAL CONTRACTOR IS TO COORDINATE WITH UTILITY ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY ANSI, COMPANY FOR CONNECTION OF TEMPORARY AND PERMANENT Viltiela NEMA,AND NBFU. POWER TO THE SITE.THE TEMPORARY POWER AND ALL HOOK-UP COSTS SHALL BE PAID BY THE CONTRACTOR. 5. ALL CONDUIT INSTALLED SHALL BE SURFACE MOUNTED UNLESS OTHERWISE NOTED. 21. ELECTRICAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS co z AND/OR CATALOG CUT-SHEETS ON ALL NON-SPECIFIED ORIGINAL O 6. ELECTRICAL CONTRACTOR SHALL CARRY OUT HIS WORK IN MATERIALS AND EQUIPMENT,TO PROJECT MANAGER PRIOR TO ACCORDANCE WITH ALL GOVERNING STATE,COUNTY,LOCAL CODES COMMENCEMENT OF THE WORK. AND O.S.H.A. W 22. UPON COMPLETION OF WORK,CONDUCT CONTINUITY AND _ : ■ z 7. ELECTRICAL CONTRACTOR SHALL SECURE ALL NECESSARY SHORT CIRCUIT,AS WELL AS,GROUNDING TEST.GROUNDING TEST 5935 SOUTH ZANG STREET,SUITE 280 EL ELECTRICAL PERMITS,AND PAY ALL REQUIRED FEES. SHALL BE PERFORMED BY INDEPENDENT TESTING AGENCY,WITH LITTLETON,COLORADO 80127 WRITTEN REPORT SUBMITTED TO THE PROJECT MANAGER FOR OFFICE:303.932.9974 8. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF NO LESS REV THAN ONE YEAR AFTER THE DATE OF JOB COMPLETION.ANY WORK, IEW AND APPROVAL. MATERIAL,OR EQUIPMENT FOUND TO BE FAULTY DURING THAT 23. CLEAN PREMISES DAILY OF ALL DEBRIS RESULTING FROM WORK ����\�\\ PERIOD SHALL BE CORRECTED AT ONCE,UPON WRITTEN AND LEAVE WORK PREMISES INA COMPLETE AND UNDAMAGED ,14 • 0 NOTIFICATION,AT THE EXPENSE OF THE ELECTRICAL CONTRACTOR. CONDITION. % ■■■O■... ,(( co Z 9. ALL CONDUIT ONLY(C.O.)SHALL HAVE A PULL W IRE OR ROPE,AND 24. ALL EXTERIOR WALL PENETRATIONS SHALL BE SEALED W ITH u1 \ TRUE TAPE. POLYSEAM SEALANT. Wre, % W10. PROVIDE THE OWNER WITH ONE SET OF COMPLETE DIMENSIONS 25. ALL#2 TINNED BARE COPPER DOW NLEADS TO BE PROTECTED 5418 O AND CIRCUITS,WITHIN 10 WORKING DAYS OF PROJECT COMPLETION BY 1/2"P.V.C.PIPE AND SECURED. /^C• ■ce,! ELECTRICAL"AS BUILT'DRAWINGS,SHOWING ACTUAL // NE C 14 201/ 26. COMPRESSION FITTINGS TO BE USED ON ALL CONDUITS(NO SET /) =� 11. ALL BROCHURES,OPERATING MANUALS,CATALOGS,SHOP SCREWS). I1 Ili OO h■'■Ns __ OB COMPLE IONDRAWINGS,ETC.SHALL BE TURNED OVER TO PROJECT MANAGER AT 27. ALL#6 STRANDED COPPER WITH GREEN INSULATION TO BE ''1 \\\\N„,.... 1 . ATTACHED WITH CRIMPED DOUBLE LUG,ATTACHED WITH NUTS, H 12. USE T-TAP CONNECTIONS ON ALL MULTI-CIRCUITS WITH COMMON BOLTS AND STAR WASHERS TYPICAL AND NO-OX GREASE BETWEEN NEUTRAL CONDUCTOR FOR LIGHTING FIXTURE.ALL CONDUCTORS LUG AND BUS BAR. 0 SHALL BE COPPER. ELECTRICAL NOTES & 28. ALL ABOVE GROUND CONDUIT SHALL BE EMT GALVANIZED SYMBOLS E 13. THE EXTERIOR GROUND RING SHALL BE TESTED PER CROWN CONDUIT WITH WEATHERPROOF FITTINGS. Ir CASTLE SPECIFICATIONS AND SHALL HAVE A RESISTANCE TO EARTH OF 5 OHMS OR LESS.IF NOT NOTIFY ENGINEER. 29. LABEL PANEL WITH AVAILABLE FAULT VALUE(PERMANENT w LABEL). O 14. ALL CIRCUIT BREAKERS,FUSES AND ELECTRICAL EQUIPMENT o- SHALL HAVE AN INTERRUPTING RATING NOT LESS THAN THE 'DATE OF JOB COMPLETION SHALL BE THE DATE ON THE E1 . 00 MAXIMUM SHORT CIRCUIT CURRENT TO WHICH THEY MAY BE CONTRACTOR'S"NOTICE OF COMPLETION"SUBMITTED TO THE SUBJECTED,AND A MINIMUM OF 10,000 A.I.C. OWNER. I _ELECTRICAL NOTES r CROWN 12 13 14 CASTLE NEW RETURN AIR 2000 CORPORATE DRIVE —LEVEL 2 PARKING VENTS IN FLOOR NEW PATH NETWORKS,LLC �N (TYP OF 4)RE:MECH. CANONSBURG,PA 15317 lk EXISTING 600A PANEL"IT" EXISTING CONCRETE / PROJECT INFORMATION I TEE ABOVE / SITE NAME EXISTING TRANSFORMER - _ (5)NEW FAN COIL UNITS / ATTACHED TO CONCRETE NEW 4#500KCMIL, EXISTING DISCONNECT TOWN OF VAIL HUB #2/OG 4"C / SW ITCH 241 E.MEADOW DRIVE / DECK RE:ARCH.&1/M3.00 VAIL, 57D , , ,, 1/ , Al ,• _ 1 - N / ! / • "/ i', ® lII j_ 1 CONSULTANT o •/ —SI ✓I', l } ' qq i ; VERN WILLSON P.E. 'IT'14,16 . "IT"18,20 "IT"22,24 ➢ "IT"3234 ti�� / _i__) .II )!! 3083 W HRE OAK ST. c? I'. ,� I ,fII I HIGHLANDS RANCH,C080129 LL LL • I I 0 (..''a c? LL tUi. i, LL �� � LL '', I PHONE:303.883.2208 1. k--- 5< fl ; _ 1(.2, ii 11' '� �I I "IT"40,42 61III "IT"36,38 ,�I. A 9115/17 CONCEPT JT I f � ��` � B 10/11/17 CD REVIEW 90°/a JT —� — — I I;I `'- C 10/18/17 DESIGN REVIEW JT �� � ���: �� -�li[II ,�. it ) A D 11/13/17 D.R.B.COMMENTS JT 1 [I �i —EXISTING ACCESS HATCH E 11/16/17 D.R.B.COMMENTS JT "IT"2,4 "IT"6,8 p , F 12/01/17 D.R.B.COMMENTS JT 11 II 11 UI II III li I',' NEW A/C SUPPLY DUCT I NEW 4#2,#4G 1-1/2"C II 4� -11 NEW 100A/3P 0 12/14/17 CD ISSUE JT 11 rll 1�k� q DOWN INTO EQUIPMENT FEED UP TO NEW y DISCONNECT G I' II C� IF �II ROOM(TYP OF 5)I I ! 100A PANEL"HA" (8�� ���f SWITCH FOR NEW I��,� �1 p) I ��I' RE:,MECH. I!I1 III I RE:E7.00 II fi IN PANEL AT CU OII t LOCATION A II II 1111 II PI fl I 'a X16! [I'I Ii! II II 11(I IHI I EXISTING CONCRETE PARKING GARAGE WALL 1st REVIEW TN 2nd REVIEW CS • 2-MEZZANINE LEVEL ELECTRICAL PLAN 1/8 =1-0 $ g 10 I 1 , gitt310z LIww NEW 4#2,#4G 1-1/2"C FEED UP TO : • z � I NEW 100A PANEL"HA"RE:E7.00 5935 SOUTH 7ANG STREET,sUrrE zao a "HA"1,3,5 "HA"7,9,11— "HA"13,15,17 LITTLETON, COLORADO 80127 Ii OFFICE:303.932.9974 0 ,_Z—iie LJ ice, OO 1 �f(f i o — CU-1 CU-2 CU-3 _tri j ••� Z= /% / •. 5418• . ��9 ' > ,ip II ,�'I._ �'�O EC 14 201 �% `r. F Jo";/ I f y S.- "" r `C \ 'NAL v.: E ► 'l/ NEW AC MAINTENAN DISCONNECT ELECTRICAL PLANS lut WEATHER PROOF GFI (BELOW) / • w NEW 3KVA TRANSFORMER cL .,, ,M.. NEW 100A PANEL"HA" ,iN I E2 . 00 1 -SITE PLAN 1/8 =1-o" i ---:r J CROWN NEW PANEL: HA `� CASTLE 277/480 VOLTS 3 PHASE 4 WIRES,SN, 100 AMP BUS 100 AMP MAIN MCB 10,000 A.I.C.RATING(MINIMUM),NEMA 3R ENCLOSURE,SURFACE ENCLOSURE NEW PATH NETWORKS,LLC 2000 CORPORATE DRIVE CANONSBURG,PA 15317 DESCRIPTION WIRE BKR POLE CKT VA 0 VA CKT POLE BKR WIRE DESCRIPTION CU-1 #10 30 3 1 3300 A 180 2 1 15 #12 HVAC MAINT. _ PROJECT INFORMATION 3 3300 B 180 4 SITE NAME 5 3300 C - 6 SPACE TOWN OF VAIL HUB CU-2 #10 30 3 7 3300 A - 8 SPACE 9 3300 B - 10 SPACE 241 E.MEADOW DRIVE 11 3300 C - 12 SPACE VAIL,CO 81657 CU-3 #10 30 3 13 3300 A - _ 14 SPACE 15 3300 B - 16 SPACE CONSULTANT 17 3300 C - 18 SPACE VERN WILLSON P.E. SPACE 19 - A - 20 SPACE SPACE 21 - B - 22 SPACE 3083 WHITE OAK ST. SPACE 23 - C - 24 SPACE HIGHLANDS RANCH CO 80129 PHONE:303.883.2208 PHASE A: 10080 VOLTAMPS PHASE B: 10080 VOLTAMPS PHASE C: 9900 VOLTAMPS A 9/15/17 CONCEPT JT B 10/11/17 CD REVIEW 90% JT PANEL LOAD CALCULATIONS C 10/18/17 DESIGN REVIEW JT LIGHTS 0 VOLTAMPS X 1.25= 0 VOLTAMPS D 11/13/17 D.R.B.COMMENTS JT RECEPTACLES-1ST 10KVA 180 VOLTAMPS X 1.00 180 VOLTAMPS E 12/16/17 D.R.B.COMMENTS JT F 12/01!17 D.R.B.COMMENTS JT LARGEST MOTOR 9900 VOLTAMPS X 1.25= 12375 VOLTAMPS 0 12/14/17 CD ISSUE JT REMAINING MOTOR 19800 VOLTAMPS X 1.00= 19800 VOLTAMPS RECTIFIER 0 VOLTAMPS X 1.00= 0 VOLTAMPS OTHER 0 VOLTAMPS X 1.00= 0 VOLTAMPS 32355 TOTAL DEMAND 39 AMPS,30,3W 2-PANEL SCHEDULE NOTE NEW LOAD IS LESS THAN LOAD REMOVED FROM EXISTING (E)PANEL: IT CONDENSING UNITS&FAN COIL UNITS 1st REVIEW TN 2nd REVIEW CS MAX DEMAND PROVIED BY HOLY CROSS =55KW (12 MONTH) 120/208 VOLTS 3 PHASE 4 WIRES,SN, 600 AMP BUS 600 AMP MAIN MCB 65,000 A.I.C.RATING(MINIMUM),NEMA 3R ENCLOSURE SURFACE ENCLOSURE LOAD ON 600A 120/208V 30 PANEL IT =153A(55KW) DESCRIPTION WIRE BKR POLE CKT VA 0 VA CKT POLE BKR WIRE DESCRIPTION LOAD ON 277/480V 30 300A DISCONNECT SWITCH W/300A FUSES =66.2A(55KW) SURGE - 1200 6 1 - A 180 2 2 20 #12 FC-1 *"a 3 - B 180 4 gilt480 LOADS REMOVED PER ORGINIAL CALCULATED LOADS FROM =65.9A(23.7KW) 5 - C 180 6 2 20 #12 FC-2 PANEL"IT' OR 28.5A @ 480V 30 7 A 180 8 9 - B 180 10 2 20 - FC-3 *a cn TOTAL CALCULATED LOAD ADDED =9A(3.24KW) 11 - C 180 12 zo BACK ON PANEL"IT"120/208V OR 3.9A @ 480XV 30 N/A 60 3 13 A 180 14 2 20 FC-4 _ NEW LOAD FOR PANEL"HA"277/208V =39A illi 15 - B 180 16 uj �� /� 17 - C 180 18 2 20 - - FC-5 * , - ` ■ I: _ z SUB PANEL - 200 3 19 - A 180 20 ------_____� 5935 SOUTH TANG STREET,SURE 280 w LOAD ON 277/48V 300A DISCONNECT SWITCH&FUSES =66.2A LITrLTHO A,COLORADO 80127UT LOAD REMOVED =28.5A '�' 23 - C 180 24 2 20 FC-6 - - - - OFFICE:303.932.9974 TOTAL LOAD ON 300A FUSES =37.7A N/A 20 3 25 A 26 1 20 - RECEPT �� 27 B 28 1 20 - RECEPT ``� ���� I REUSED LOAD ON 277/480V 30 300A FUSES =37.7A �� 29 - C - 30 1 20 - RECEPT _= G\� NEW LOAD ADDED BACK ON =42.9A SPACE - - - 31 - A 180 32 2 20 #12 FC-7 ** % •••••• 0711 1- +25%OF 37.7A =10.7A SPACE - - - 33 - B 180 34 OQa w (/ z z35 - C 36 0 91.3A ON 300A FUSES SUB PANEL 200 2 37 A 180 38 2 20 #12 FC-8 ** i •' n �• // Z N/A - 25 2 39 - B 180 40 2 20 #12- FC-9 ** / •• 5418 •Z• / 41 - C 180 42 /-0 •,: , N/A 25 2 443 A 44 5 B 46 3 300 SUB ///)II NEC 14 201 N/A - 20 1 47 C 48 ��_ I I1,1f's~a NA _ PHASE A: 1080 VOLTAMPS PHASE B: 1080 VOLTAMPS PHASE C: 1080 VOLTAMPS �� F- • NEW LOAD SEE BELOW FOR CALCULATION w (.9 * REMOVE EXISTINGCONDENSERS&FAN COIL CIRCUITS BREAKERS& PANEL SCHEDULES R' REPLACE W/20A/2P TO MATCH EXISTING FOR NEW FAN COIL UNITS w CC ** REPLACE SPARE 20A/1P CIRCUIT BREAKERS FOR NEW 20A/2P CIRCUITS Lj w BRAEKERS FAN COIL UNITS 0 E6 . 00 3 -LOAD CALCULATIONS 1 -PANEL SCHEDULE CROWN FAULT CALCULATIONS ` �/ CASTLE NEWPATH NETWORKS,LLC 1.NEW FEEDER 2000 CORPORATE DRIVE CANONSBURG,PA 15317 1.732 x 175FT x 33,400A PROJECT INFORMATION f 22185 x 480V 0 95 � EXISTING 500KVA 277/480V 30 SITE NAME 1 r':("` (-1HOLY CROSS TRANSFORMER TOWN OF VAIL HUB m= =0.51 ISC 33,400A 1+0.95 I: EXISTING SERVICE 241 E.MEADOW DRIVE VAIL,CO 81657 ISC= 0.51 x 33,400A =17,034 1.SECOND NEW FEEDER CONSULTANT EXISTING 300A/3P DISC. IVERN WILLSON P.E. • SW ITCH W/300A FUSES 600V 1.732 x 245FT x 17,034A (= =2.55 .3083 WHITE OAK ST. 5907 X 480V (HIGHLANDS RANCH,CO 80129 IP1:10NE_303.883_2208 1 m= 0.28 1+2.55 O EXISTING CT CABINET& METER A 9/15/17 CONCEPT JT B 10/11/17 CD REVIEW 90% JT ISC= 0.28 x 17,034A =4,770 AIC EXISTING FEEDER C 10/18/17 DESIGN REVIEW JT ISC 17,034A : D 11/13/17 D.R.B.COMMENTS JT E 11/16/17 D.R.B.COMMENTS JT F 12/01/17 D.R.B.COMMENTS JT 300A/3P DISC.SWITCH W/ 0 12/14/17 CD ISSUE JT 300A FUSES 600V INSTALL 4#500KCMIL,#2/0G 4"C LUGS AS REQUIRED FOR (10'MAX) CONNECTION T1 - EXISTING 225 KVA 480/277V 100A/3P DISC.SWITCH W/ PRIMARY 120/208V 30 4W 100A FUSES 600V 22K AIC SECONDARY ISC 11,364A : 1st REVIEW TN 2nd REVIEW CS 4#2,#4G 1-1/2"C (APPROX.245 L.F.) ISC 4,770A EXISTING 600A PANEL"IT'120/208V o030 4W REMOVE EXISTING StYgiekR : CONDENSER CIRCUITS&USE CU-1 EXISTING FAN COIL CIRCUITS FOR co 3: NEW FAN COIL UNITS z CU-2 g PANEL"HA"100A MCB 31' gF. 277/480V 30 4W 600V 10K AIC CU-3 NEMA 3R 15A w z / 5935LITTLETON,SOUTH ZANG STREET,SUITE COLORADO 80 27 280 OFFICE:303.932.9974 3#12 3/4"C / 3KVA TRANSFORMER W! . ,0% • �7 \\1 1-: 480V 10 1. 120/240V10 SECONDARY i RIMARY1 ` O�••••� 1 ,/' z 0 WAC. // ill 120/240V"HVAC / i CROWN 1.DO NOT SCALE DRAWINGS.VERIFY DIMENSIONS IN FIELD PRIOR TO 11.VERIFY EXACT LOCATIONS OF EXISTING AND NEW UTILITIES,PIPING,AND RACEWAY 33.SUBMIT A WRITIEN BALANCE REPORT BY A NEBB OR AABC CERTIFIED BALANCING - CASTLE COMMENCEMENT OF WORK.REFER TO ARCHITECTURAL DRAWINGS FOR ALL SYSTEMS IN CEILING SPACES ABOVE AND BELOW SPACE. CONTRACTOR.BALANCING PROCEDURES SHALL BE IN ACCORDANCE WITH NEBS OR NEW PATH NETWORKS,LLC DIMENSIONS. AABC GUIDELINES FOR PROPORTIONAL BALANCE.SUBMIT REPORT ON STANDARD 12.ALL DUCTWORK,DIFFUSERS,PIPING,FIXTURES,AND EQUIPMENT SHOWN IN LIGHT NEBB FORMS OR SUBMIT FORMS FOR REVIEW PRIOR TO BALANCING.MEASUREMENTS 2000 CORPORATE DRIVE 2.ALL SUBCONTRACTORS SHALL BE LICENSED,EXPERIENCED,AND THOROUGHLY DASHED LINE WEIGHT IS EXISTING,NEW INDICATED BY HEAVIER LINE WEIGHT,EXCEPT SHALL INCLUDE ALL MOTOR AMPERAGE AND VOLTAGE READINGS;MOTOR AND FAN CANONSBURG,PA 15317 KNOWLEDGEABLE IN THEIR RESPECTIVE AREAS OF THE CONSTRUCTION INDUSTRY WHERE NOTED. RPMS;STATIC PRESSURE AT INLET AND OUTLET OF ALL PACKAGED EQUIPMENT; PROJECT INFORMATION AND SHALL PERFORM IN A RESPONSIBLE MANNER WITH ESTABLISHED CONSTRUCTION TEMPERATURE DROP AT ALL COILS. SITE NAME SEQUENCE,SHALL RECOGNIZE THE PRIORITY OF THE CONSTRUCTION DOCUMENTS, 13.OFFSET PIPING,DUCTWORK,ETC.AS NECESSARY TO ACCOMMODATE STRUCTURE, AND SHALL INFORM THE PRIME CONTRACTOR OF POTENTIAL PROBLEMS WHEN THE BEAMS,AND COLUMNS,AND EXISTING EQUIPMENT. A.ADJUST FLOWS TO WITHIN 10%OF REQUIRED QUANTITY.IF ACTUAL QUANTITY IS TOWN OF VAIL HUB CONSTRUCTION DOCUMENTS ARE UNCLEAR OR INCONSISTENT. LESS THAN 90%,INVESTIGATE CAUSE,ATIEMPTTO RECTIFY AND NOTIFY ENGINEER. 14.ALL EXISTING SUPPORT RODS AND STRAPS NOW SUPPORTING DUCTS,PIPES,AIR SUBMITIAL OF BALANCE REPORT WITH LESS THAN REQUIRED FLOWS WITHOUT 241 E.MEADOW DRIVE 3.SUBCONTRACTORS SHALL BE RESPONSIBLE TO NOTIFY THE PRIME CONTRACTOR OF TUBING,ELECTRICAL CONDUIT,ETC.THAT ARE REMOVED TO ALLOW ROOM FOR EXPLANATION IS CAUSE FOR REJECTION OF REPORT. VAIL,CO 81657 DISCREPANCIES OR CONFLICTS IN THE CONSTRUCTION DOCUMENTS FOUND DURING INSTALLATION OF NEW EQUIPMENT SHALL BE RELOCATED AND REINSTALLED,OR BIDDING AND/OR PRIOR TO PERFORMING THE WORK. REPLACED IF DAMAGED. B.SUBMIT THREE(3)COPIES OF All SUBMITTALS IN ADDITION TO ANY REQUIRED BY THE CONTRACTOR AND HIS SUPPLIERS.THESE COPIES SHALL BE RETAINED BY THE CONSULTANT 4.EXAMINATION OF BIDDING DOCUMENTS. 15.WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER TO THE SATISFACTION OWNER,ARCHITECT,AND ENGINEER. VERN WILLSON P.E. OF THE ARCHITECT,OWNER,AND ENGINEER. A.EACH BIDDER SHALL EXAMINE THE BIDDING DOCUMENTS CAREFULLY,AND NOT 34.SUPPORT PIPE WITH ROD AND CIEVIS,RING HANGERS,TRAPEZE,OR CLAMPS.NO LATER THAN SEVEN(7)DAYS PRIOR TO THE DATE OF RECEIPT OF BIDS,SHALL MAKE 16,IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM HIS/HER WORK IN PIPE TAPE OR STRAPPING ALLOWED.ALL HANGERS SHALL BE SIZED FOR OD OF 3083 WHITE OAK ST. WRITIEN REQUEST TO THE ARCHITECT FOR INTERPRETATION OR CORRECTION OF ANY CONFORMANCE WITH ALL APPLICABLE CODES,ORDINANCES AND LIFE SAFETY INSULATION,IF ANY.PROTECT INSULATED LINES WITH 20 GA SHEET METAL SHIELDS HIGHLANDS RANCH,CO 80129 DISCREPANCIES,AMBIGUITIES,INCONSISTENCIES,OR ERRORS THEREIN WHICH HE FEATURES AS REQUIRED BY LOCAL,STATE,OR NATIONAL AUTHORITIES.THE FOR PIPING 1-1/2"AND LESS.MAINTAIN VAPOR BARRIER ON ALL COLD LINES ISOLATE PHONE:303.883.2208 MAY DISCOVER(REFER TO ARCHITECTURAL REQUIREMENTS).THE ARCHITECT WILL CONTRACTOR SHALL VERIFY WITH THE ARCHITECT IF MODIFICATION OF HIS/HER BARE COPPER LINES FROM HANGERS WITH VIBRASORB OR EQUIVALENT,COPPER ISSUE ANY INTERPRETATION OR CORRECTION AS AN ADDENDUM.ONLY A WRITIEN WORK IS REQUIRED FOR COMPLIANCE. COATED HANGERS ARE NOT SUFFICIENT,WIRAPPING PIPE WITH TAPE NOT INTERPRETATION OR CORRECTION BY ADDENDUM SHALL BE BINDING.NO BIDDER ACCEPTABLE. A 9/15/17 CONCEPT JT SHALL RELY UPON INTERPRETATIONS OR CORRECTIONS GIVEN BY ANY OTHER 17.ALL WORK OF ALL TRADES MUST BE IN STRICT COMPLIANCE,OR EXCEED THE B 10/11/17 CD REVIEW 90% Jr METHOD.IF DISCREPANCIES,AMBIGUITIES,INCONSISTENCIES,OR ERRORS ARE NOT MINIMUM MATERIAL AND METHOD REQUIREMENTS OF THE ADOPTED COLORADO 35.MATERIALS;REFRIGERANT PIPING C 10/18/17 DESIGN REVIEW JT COVERED BY ADDENDUM OR WRITIEN DIRECTIVE,CONTRACTOR SHALL INCLUDE IN STATE CODES INCLUDING THE 2012 INTERNATIONAL BUILDING,MECHANICAL,AND D 11/13/17 D.R.B.COMMENTS Jr THEIR BID,LABOR MATERIALS AND METHODS OF CONSTRUCTION RESULTING IN PLUMBING CODES,FIRE AND ELECTRICAL CODES,MOST CURRENT NFPA,AND ALL A.ALL REFRIGERANT PIPING:TYPE"ACR"COPPER TUBE WITH BRAZED WROUGHT E 11/16/17 D.R.B.COMMENTS JT HIGHER COST.AFTER AWARD OF CONTRACT,NO ALLOWANCE OR EXTRA LOCAL ORDINANCES AND AMENDMENTS AND MANUFACTURER'S INSTALLATION COPPER FITIINGS. F 12/01/17 D.R.B.COMMENTS JT COMPENSATION WILL BE MADE ON BEHALF OF THE CONTRACTOR DUE TO THEIR RECOMMENDATIONS,IF A CONFLICT BETWEEN THOSE PUBLICATIONS EXISTS,THE 0 12/14/17 CD ISSUE JT FAILURE TO MAKE THE WRITTEN REQUESTS AS DESCRIBED ABOVE. MOST STRINGENT REQUIREMENT SHAII APPLY. 1)BRAZING FILLER METALS:AWS A5.8,BCUP SERIES,COPPER-PHOSPHORUS ALLOYS FOR JOINING COPPER WITH COPPER. B.FAILURE TO REQUEST CLARIFICATION DURING THE BID PERIOD OF ANY 18.PAY FOR AND SECURE ALL REQUIRED PERMITS AND INSPECTIONS.PRIOR TO FINAL INADEQUACY,OMISSION,OR CONFLICT WILL NOT RELIEVE THE CONTRACTOR OF HIS PAYMENT,TURN OVER TO ARCHITECT ALL CERTIFICATES OF COMPLETION. 36.MATERIALS;CONDENSATE PIPING A.ABOVE GRADE,UP THROUGH 2-1/2":TYPE RESPONSIBILITIES.THE SIGNING OF THE CONTRACT WILL BE CONSIDERED AS "DVW"COPPER TUBE WITH WROUGHT COPPER FITIINGS AND 95-5 NO LEAD SOLDER. IMPLICITLY DENOTING THAT THE CONTRACTOR HAS A THOROUGH COMPREHENSION 19.WARRANTY THE INSTALLATION AGAINST DEFECTS IN MATERIALS AND OF THE FULL INTENT AND SCOPE OF THE CONSTRUCTION CONTRACT DRAWINGS AND WORKMANSHIP.THE WARRANTY SHALL BE FOR A PERIOD OF ONE YEAR AFTER 37.INSULATE ALL REFRIGERANT PIPING WITH U.L.APPROVED,CLOSED-CELL SPECIFICATIONS. OWNER'S ACCEPTANCE.DEFECTS SHALL BE PROMPTLY REMEDIED WITHOUT COST TO INSULATION.ALL MATERIALS SHALT HAVE A SMOKE DEVELOPED RATING OF 50 OR LESS THE OWNER. AND A FLAME SPREAD RATING OF 25 OR LESS.INSULATION SHALL PASS 5.PROVIDE A BASE BID WHICH SHALL INCLUDE ONLY SPECIFIED EQUIPMENT OR UNINTERRUPTED THROUGH HANGERS.ALL RAW EDGES OF INSULATION SHALL BE EQUIPMENT LISTED AS EQUIVALENT.NO SUBSTITUTIONS FOR THE LISTED EQUIPMENT 20.SUBMIT RECORD DOCUMENTS TO ARCHITECT.DOCUMENTS SHALL INCLUDE All NEATLY TRIMMED AND SEALED WITH MASTIC, SHALL BE ALLOWED IN THE BASE BID. ADDENDUM ITEMS,CHANGE ORDERS,ALTERATIONS,REROUTINGS,ETC. A.INSULATION THICKNESS BELOW BASED ON INSULATION CONDUCTIVITY VALUE NOT 1st REVIEW TN 2nd REVIEW CS A.THE MANUFACTURER OF EQUIPMENT OR MATERIALS FIRST NAMED ON THE 21.SYSTEMS SHALL BE COMPLETE,OPERABLE,AND READY FOR CONTINUOUS EXCEEDING 0.27 BTU'IN/(HWFT'2-F): DRAWINGS IS THE BASIS OF DESIGN.OTHER MANUFACTURERS LISTED ARE OPERATION PRIOR TO ACCEPTANCE BY THE OWNER. CONSIDERED GENERAL EQUIVALENTS ONLY. 1)REFRIGERANT PIPING-ALL PIPE SIZES,1.0"THICK FOR NPS 1 AND LARGER,0.5"THICK 22.SYSTEMS SHALL BE TESTED FOR PROPER OPERATION.PERFORM AT A MINIMUM FOR NPS 314 AND SMALLER B.COORDINATION OF GENERAL EQUIVALENTS AND SUBSTITUTIONS:WHERE ALL CODE REQUIRED TESTS OR SYSTEMS.IF TESTS OF WORK ARE DEFECTIVE, CONTRACT DOCUMENTS PERMIT SELECTION FROM SEVERAL GENERAL EQUIVALENTS, CONTRACTOR SHALL MAKE CORRECTIONS NECESSARY AT NO ADDITIONAL COST TO 38.EQUIPMENT LABELS:LABEL ALL PIPING AND EQUIPMENT.PROVIDE FULL BAND OR OR WHERE SUBSTITUTIONS ARE AUTHORIZED,COORDINATE CLEARANCE AND OTHER OWNER. STRIP TYPE MARKERS AND FLOW ARROWS ON PIPING.PROVIDE ENGRAVED PLASTIC INTERFACE REQUIREMENTS WITH MECHANICAL AND OTHER WORK. VALVE TAGS WITH VALVE NUMBER AND ATIACH WITH STANDARD CHAIN OR S-HOOKS. 23.ALL MATERIALS AND/OR EQUIPMENT SHALL BE HANDLED AND INSTALLED AS PER PROVIDE ENGRAVED PLASTIC SIGN ON OR NEAR SPECIFIED EQUIPMENT. 1)PROVIDE NECESSARY ADDITIONAL ITEMS SO THAT SELECTED OR SUBSTITUTED ITEM MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. - OPERATES EQUIVALENT TO THE BASIS OF DESIGN AND PROPERLY FITS IN THE 39.ALL CONTROL WIRING TO BE INSTALLED IN PLENUM RATED CONDUIT. AVAILABLE SPACE ALLOCATED FOR THE BASIS OF DESIGN 24.SUBMIT ALL MECHANICAL DIVISION SHOP DRAWING AND PRODUCT DATA AT ONE cn TIME.SUBMITTAL SHALL BE BOUND AND INDEXED IN A NEAT AND ORDERLY MANNER. z 2)PROVIDE ALL FEATURES WHICH ARE STANDARD ON THE BASIS OF DESIGN PLUS ANY PARTIAL SUBMITTALS WILL BE REJECTED. p SPECIFIED OPTIONS. 25.FAILURE TO ORDER OR RELEASE ORDER FOR MATERIALS AND/OR EQUIPMENT WILL W3)BE RESPONSIBLE FOR ASSURING THAT PIPING,CONDUIT,AND OTHER SERVICE NOT BE ACCEPTED AS A REASON TO SUBSTITUTE ALTERNATE MATERIALS,EQUIPMENT, ■ Z LOCATIONS FOR GENERAL EQUIVALENTS OR SUBSTITUTIONS DO NOT CAUSE ACCESS, OR INSTALLATION METHODS. uJ SERVICE,OR OPERATIONAL DIFFICULTIES ANY GREATER THAN WOULD BE 5935 SOUTH 7ANG STREET,SUITE 280 ENCOUNTERED WITH THE BASE DESIGN. 26.PROVIDE NECESSARY SUPPORTS.SAWCUTTINGAND PATCHING,ETC.,AS LITTLETON,COLORADO 80127 OFFICE:303.932.9974 REQUIRED.PATCH TO MATCH EXISTING FLOOR LEVEL. 6.INASMUCH AS DESIGN FOR REMODEL AND/OR REHABILITATION REQUIRES THAT CERTAIN ASSUMPTIONS BE MADE REGARDING EXISTING CONDITIONS,AND BECAUSE 27.REPAIR ALL ACCIDENTAL OR INTENTIONAL DAMAGE TO MATCH EXISTING ���\\\\� SOME OF THESE ASSUMPTIONS CANNOT BE VERIFIED WITHOUT DESTROYING CONSTRUCTION WITH NO NOTICEABLE DIFFERENCE IN CONTINUITY,APPEARANCE OR ,,77....-• G/ 1(1 OTHERWISE ADEQUATE OR SERVICEABLE PORTIONS OF THE BUILDING,THE ENGINEER FUNCTION. ■■■■■■ 1 1 CANNOT ASSURE THE OWNER OR THE CONTRACTOR THAT THE PROFESSIONAL ' z CONSULTING SERVICES HEREIN ENCOMPASS ALL CONTINGENCIES.FIELD 28.FIRE STOPPING REQUIREMENT.PENETRATIONS THROUGH RATED WALLS AND �O� O� ',.l11 O COORDINATION DURING CONSTRUCTION IS IMPERATIVE.MAKE REASONABLE FLOORS SHALL BE SEALED WITH A MATERIAL CAPABLE OF PREVENTING THE PASSAGE i // O ALLOWANCES FOR UNSEEN CONDITIONS. OF FLAMES AND HOT GASSES WHEN SUBJECTED TO THE REQUIREMENTS OF THE TEST - •� 2• Z STANDARD SPECIFIC FOR FIRE STOPS ASTM-E-814.ACCEPTABLE MATERIALS INCLUDE: % • 5418 • o 7.THE EXISTING BUILDING WILL BE OCCUPIED BY THE OWNER DURING DOW CORNING RTV FIRE STOP FOAM FOR BARE PIPE,METAL CONDUIT,AND �,pi •moi CONSTRUCTION.CONTINUED OPERATION OF THE FACILITY SHALL NOT BE HINDERED ELECTRICAL CABLE;3M FIRE DAM 150 CAULK FOR BARE PIPE,METAL CONDUIT,AND // EC 14 201 BY THIS WORK.CONTRACTOR SHALL ACCOUNT FOR ALL ADDITIONAL COSTS WHICH BUILDING CONSTRUCTION GAPS;3M CP-25 CAULK AND FS-1951NTUMESCENT STRIPS �0 i- MAY BE INCURRED DUE TO THE DIFFICULTY OF WORKING OVER AND AROUND FOR INSULATED PIPES,PLASTIC PIPE OR CONDUIT,AND ELECTRICAL CABLE.SUBMIT UL /' y■•...N WRICO EMPLOYEES, S,FURNITURE, EA MAY BE,EQUIPMENT, WHEN COMPILING T HIS BID. OF THE DAY IN LISTED APPLICATION DATA FOR EACH TYPE OF PENETRATION ENCOUNTERED. (�\.ON•S \` 29.SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR ALL CEILING PENETRATIONS 1- 8.BE RESPONSIBLE TO FIELD VERIFY EXISTING EQUIPMENT OR DUCTWORK REMAINING AND AIR DEVICE LOCATIONS. TO BE CONNECTED TO NEW OR EXISTING SYSTEMS.PROVIDE DUCTWORK,PIPING, 0_ CONTROLS,DIFFUSERS,ETC.,AS REQUIRED TO RESTORE CONTINUITY OF SYSTEMS, 30.COORDINATE ARCHITECTURAL,STRUCTURAL,MECHANICAL,FIRE PROTECTION, Lu O OR TO MAKE NEW WORK MEET EXISTING CONDITIONS,WHETHER INDICATED OR NOT. ELECTRICAL,LANDSCAPING,AND INTERIOR DESIGN DRAWINGS PRIOR TO MECHANCIAL NOTES -62 INSTALLATION. w 9.SUBCONTRACTOR SHALL VERIFY EXISTENCE AND LOCATION OF ALL UTILITY SERVICES AND COORDINATE AS REQUIRED BY THEIR RESPECTIVE AREA OF THE 31.CAREFULLY VERIFY ELECTRICAL SERVICE VOLTAGE AND PHASE AVAILABLE. w CONSTRUCTION,NOTIFYING THE PRIME CONTRACTOR OF VARIATIONS OR CONFLICTS. 32.MOUNT ALL STATS AT 48"A.F.F.IN"ACCESSIBLE"AREAS,4'6"A.F.F.IN OTHER AREAS, a 10.IF NOT SPECIFICALLY DEFINED IN THESE CONSTRUCTION DOCUMENTS,MATERIALS UNLESS NOTED OTHERWISE(REFER TO ARCHITECTURAL),COORDINATE LOCATION M 1 ■ - AND/OR EQUIPMENT SHALL BE IDENTIFIED BY THE SUBCONTRACTOR WITH SUFFICIENT WITH WALL FINISH,AND TO AVOID CASEWORK,FURNITURE,DOOR SWINGS,HEAT TIME TO ALLOW SELECTION,PURCHASE,AND DELIVERY TO MAINTAIN CONSTRUCTION SOURCES,AND EXTERIOR WALLS(COORDINATE WITH ARCHITECT AND OWNER). SCHEDULE. NOTIFY ENGINEER OF ANY CONFLICTS PRIOR TO BEGINNING THERMOSTAT INSTALLATION. iCCASTLE CROWN _ 9 10 11 12 13 14 15 NEW PATH NETWORKS,LLC 2000 CORPORATE DRIVE CANONSBURG,PA 15317 PROJECT INFORMATION CONDUITS ABOVE 2'x2'STEEL BAR SITE NAME GRATING RETURN TOWN OF VAIL HUB I 41 GRILL(TYP OF 4) I RE:ARCH. 0 I 241 E.MEADOW DRIVE rrgg VAIL,CO 81657 Al NEW SIMPLEX SOFT WALL �� I+ .4 — ILf #F , — ,= v1I „ , CURTAIN- { NEW(9)PAIRS OF =- I I �� �- I ,� �'' I! i CONSULTANT REFRIGERANT LINES TO \ VERN WILLSON P.E. PENETRATE UP TO LEVEL 3 ! I [ (APPROX 245 L.F.)1 1. (_ - r ® _ – –® ®rte! ® ® I6= I 0- — ] 3083 WHITE OAK ST. AM . HIGHLANDS RANCH,CO 80129 -? 1 \ t 1 I PHONE:303.883.2208 LV I l LV (-1-_--,> ` 11 it 1t . EXISTING ELEVATOR CORE I, , 1, i 0 ! I t L NEW CONTROLER FC I 1(iii) l' 3' ° BELOW(TYP( OF 3) 2 1 G �, I 1 ''It Ik 1, A 9115/17 CONCEPT JT O _ _ - B B 10/11/17 CD REVIEW 90% JT ❑ � ❑(� C 11/13/17 D.R.B. REVIEW N JT _ O \ EXISTING 4"DRAIN I D 11/13/17 D.R.B.COMMENTS JT E 11/76117 D.R.B.COMMENTS JT (3)EXISTING AIR EXHAUST NEW 3/4"CONDENSATE PIPE FROMEXISTING MF77ANINE F 12/01/17 D.R.B.COMMENTS JT AND INTAKE SHAFT'S EACH FC UNIT TO 1"CONDENSATE PIPE ACCESS HATCH 0 12/14/17 CD ISSUE JT TO THIS PIPE TO MAIN DRAIN PIPE NOTE:CONFIRM REFRIGERANT \ 1 I PIPING SIZE WITH MANUFACTURER f BASED ON LENGTH&SIZE OF EQUIPMENT 1st REVIEW TN 2nd REVIEW CS • 2—ENLARGE LEVEL 1 MECH. RCP 1/16"=1.-o" , g li (// L 1 O 10 1 giltela z _ ,r_.1 ii ~ EXISTING BUILDING ROOF I _____---iI � OVERHAND ABOVE I z 0_ SOUTH ZANG STREET,SUITE 1 I NEW(9)PAIRS OF REFRIGERANT LINES TO 5935 LITTLETON,COLORADO 80127 280 PENETRATE UP TO PENETRATE BELOW LEVEL 4 CONCRETE DECKING INTO LEVEL 3 OFFICE:303.932.9974 EXISTING CONCRETE WALL I CEILING(APPROX 245 L.F.) tk O �����\\\\ cn i: ) ,. LJ ;o oh W /, Oz NEW CONCRETE PAD RE:ARCH. ' I �� 5418 •moi � '��INEC 14 201 = eeee __" CONDENSER ATTACHED TO NEW PANEL,TRANSFORMER,AND `,S°NAL ,,_ CONCRETE PAD DISCONNECT SWITCH ON H-FRAME z RE:ELEC. u_ �I�'`( t/ MECHANCIAL PLANS LL W 0_' w EXISTING TREE n- Q •Aa T' nil 'I , N/12 . 0 1 —SITE PLAN vs"=r-o° rCROWN t v CASTLE NEWPATH NETWORKS,LLC 2000 CORPORATE DRIVE CANONSBURG,PA 15317 PROJECT INFORMATION SITE NAME TOWN OF VAIL HUB 241 E.MEADOW DRIVE VAIL,CO 81657 CONSULTANT 10 T 13 VERN WILLSON P.E. FIRE TOP PENETRATION RE:ARCH. 3083 wHfA CH,OAC ST. HIGHLANDS RANCH,CO 80129 LEVEL 2 PARKING PHONE:303.aa3.2208 CORE THRU CMU WALL FOR(18) REFRIGERANT LINES&(1)1-1/2" I S 1 CONDUIT A 9/15/17 CONCEPT JT B 10/11/17 CD REVIEW 90% JT C 10/18/17 DESIGN REVIEW JT i—NEW POWER AND REFIGERANT D 11/13/17 D.R.B.COMMENTS JT LINES TO PENERATE UP TO LEVEL 3 E 11/16/17 D.R.B.COMMENTS JT I / NEW RETURN AIR EXISTING 600A F 12/01/17 D.R.B.COMMENTS JT CEILING(APPROX 245 L.F.) VENT'S IN FLOOR PANEL 0 12/14/17 CD ISSUE JT FIRE STOP PENETRATION RE:ARCH. (TYP OF 4)RE:MECH. / (5)NEW FAN COIL UNITS EXISTING EXISTING I Ikill I ATTACHED TO CONCRETE CONCRETE TEE TRANSFORMER l DECK RE:1/M3.00 ABOVE /!1 / Al 1— '„ 1 : / �-� �r G ii[I 111:1 �" 11; i 11 1 j t{ 1l . C I !1� tTi it ei T�! t ill 1Trl 1 II 11 LI .i tI m. m,! © I I p-' 1 p.I illi EXISTING ELEVATOR CORE 0' D' l! 1st REVIEW TN 2nd REVIEW CS II EXISTING 1- DISCONNECT ��� ��' It �m �� 'i !IGI = SWITCH !'! ,1 1101 111 Mr I' lx,/ I �1��. IIS". „,E I1 I II ;1H, I I 1( IR NN'I[I 1111 1”NEWO CONDENNSATE,1 /111 I1 DNEW A/C SUPPLY DUCT /1111 I11I 1111 Ii LI 1; EXISTING ACCESS I— BREAK ROOM 1111 3/14' NEW CONDENSATE 1111 ROOM(TYP 04)IPMENT 1 EI 1111 111 11 LI Ilk, MEW HATCH II 1l PIPE(TYP)c EACH UNIT 1 I RE:I MECH 1111 1111 11 II 1111 1111 1111 \ NEW 100A/3P I g CONNECT TO 1"PROVIDE § d 5 I g j p DISCONNECT 0 I1(I 2"DEEP TRAP(TYP) lJ$I III II GI II.1 I11I 1111 1111 11 Cl 1 6I SWITCH FOR NEW PANEL AT CU II)i 1 1± 1111 Ili(1 ili a(! I 11 lel 11(I (1 kV III dl LOCATION RE:ELEC. w : ■ d 5935 SOUTH 2ANG STRER LITTLETON,COLORADO ET,80127SUE 280 OFFICE:303.932.9974 EXISTING CONCRETE PARKING GARAGE \\\��` WALL _ Z O�� 0 ---- 111 . 1 i i� 7 Z= /% •w ; ; 18 •: , / • iI/ NEC 14 20171% I, •-,. I l�„ o �, N,L F- Z NOTE: w0 NEW FAN COIL UNITS TO BE MITSUBISHI MODEL#:PVFY-P48E00B MEZZANINE MECH. PLAN U. Ill LY . LU M2 . 10 1 -MEZZANINE LEVEL MECH. FLOOR PLAN 1/8"=1'-0" CROWN FAN COIL SCHEDULE (DX COOLING) \ v CASTLE NEW PATH NETWORKS,LLC FAN COOLING COIL 2000 CORPORATE DRIVE HEATING COIL CANONSBURG,PA 15317 MARK TYPE ELECTRICAL I AIR CONDITIONS MANUFACTURER REMARKS PROJECT INFORMATION \ I @ ALT VOLT/ TOTAL SENSIBLE SENSIBLE SITE NAME CFM (IN WC) KW MCA MOCP PH MBH MBH MBH TOWN OF VAIL HUB `� DROP IN ANCHOR 241 E.MEADOW DRIVE \ \ @ 4'-0"O.C.(TYP) 0 THRU 0 HORIZONTAL 1,400 0.50 .362 5.63 15 208/1 PH 48.00 48.00 54.00 MITSUBISHI A,B VAIL,CO 81657 \ \ PVFY-P48E00B P1000 UNISTRUT \\ @ 4'-0"O.C. GENERAL NOTES: CONSULTANT \ \ REFRIGENANT&CONDUIT A: PROVIDE WALL MOUNTED THERMOSTATS BY MANUFACTURER. VERN WILLSON P.E. \ B: PROVIDE PAR-31MAA CONTROLLERS FOR LEAD-LAG OPERATION PER MANUFACTURER REQUIREMENTS. 3083 WHITE OAK ST. (E)DOUBLE TEE \ C0 80129 HIG P ONE:03.88ANDS 32 08 _Z 5/8"0 THEADED ROD d AIR COOLED CONDENSING UNIT SCHEDULE A 9/15/17 CONCEPT JT B 10/11/17 CD REVIEW 90% JT C 10118/17 DESIGN REVIEW • JT ELECTRICAL D 11/13/17 D.R.B.COMMENTS JT NOMINAL CAPACITY APPROX. E 11/16/17 D.R.B.COMMENTS JT MATCHED AMBIENT MANUFACTURER F 12/01/17 D.R.B.COMMENTS JT MARK SYSTEM DUTY AT TEMP.DB OPER. REMARKS 0 12/14/17 CD ISSUE JT COMPONENT CAPACITY ALTITUDE (,F) MCA VOLT/ MOCP WEIGHT &MODEL# (TONS) (MBH) PH (LBS) FLOOR Q THRU© THREE FAN COIL ONE CU PER 12 126 72 27 480/3PH 60 662 MITSUBISHI PUNY P144JMU A(-BS) A GENERAL NOTES: 2 -CONDENSATE LINE CONNECTION DETAIL A: PROVIDE WITH LOW AMBIENT KITS 1st REVIEW TN 2nd REVIEW CS NOTES: GRILLE AND DIFFUSER SCHEDULE 1. ALL REFRIGERANT PIPING TO BE SIZED PER MFR REQUIREMENTS 2. DISTANCE BETWEEN FAN COIL UNITS&CONDENSING UNITS IS SYMBOLMFR&MODEL# SIZE CFM MATERIAL BORDER TYPE FINISH NOTES APPROXIMATELY 245 L.F.W/40'-0"VERTICAL RISE 3. PROVIDE(3)PAR-31 MAA CONTROLLERS EACH CONTROLLER SHALL OPERATE EQUAL NUMBER OF FAN COIL UNITS&ASSOCIATEDGREENHECK 4x N/A ALUMINUM N/A WHITE DIRECTONAL SUPPLY GRILL CONDENSING UNITS. 4. FAN COIL UNITS SHALL OPERATE IN A LEAD-LAG.ALL FAN COIL UNITS WILL BE OPERATED AT HIGH FAN SPEED AT ALL TIMES. gitekR 5. CONDENSING UNITS SHALL MODULATE AS NECESSARY TO MATCH ASSOCIATED FAN COIL UNITS LOADS. co z CU-1 CU-2 CU-3 0 aF I- z F Lu . FILTER W/ACCESS PANEL 5935 SOUTH ZANG STREET,SURE 280 �' LITTLETON,COLORADO 80127 NEW FAN COIL UNITS RE:MECH / % �1__cm �1 i / 1' i z RETURN V UNISTRUT W/5/8"0 n ^ ^ �,O� O� W�•'IIl 0 THREADED ROD AND SUSPENSION CEILING (I) Cl) / �. C 0 Z �!I HANGER WI SPRING �o ro O0 00 Co / ; F18 y� c' u VIBRATION ISOLATERS ' ' ' ' ' ' CO CO /.0. =moi • �y .\ REFER TO MFGR SPECS. Ce 'jiLSnJ /� o EC 14 2017 eCZ, � �i 9J3. �� NEW SUPPLY AIR M M— - - — —- I1 b■■�!■■■ \,\ DUCT W/NO GRILLE 1%�s ONAL `�� ‘w,-, 7 •- N N `'? M N 9 M Cl) — r N 9 M 9 1- 314"CONDENSTATE DRAIN W/2' `i Z u- 0 C) 0 0 U u0 0 0 0 0 0 TRAP PIPE TO 1"CONDENSTATE 0 0 C) U u 0 0 u 0 u 0 LL U 0' PIPE TO APPROVED RECEPTCIAL 0 _ . ( DRAIN PIPE)PROVIDE FLOAT MECHANCIAL Fe \ \ SWITCH IN T \ I SCHEDULES lil SECONDARY CONDENSATE PAN W/ UJ 3/4"CONDENSATE DRAIN LINE — O 6"x6"x3"D CATCH BASIN INSTALL @ FLOOR LEVEL THERMOSTATS BY MFR PAR-31 MAA CONTROLLER FOR LEAD LAG FAN M3 . 00 f COIL OPERATION(TYP OF 3)CONTROL WIRING PER MFG SPECIFICATIONS 1 -HORIZONTAL FAN COIL UNIT INSTALLATION SYSTEM PIPING AND CONTROL DIAGRAM