Loading...
HomeMy WebLinkAboutDRB18-0251_Approved Plans_1529687754.pdf *Ai pi T F4 , • .�_ a.. • drY _ w. *i; a - :Y�I.� - 2000 xy may,• �;� - :.,Villi,`...._ �. _t. -.. ^.:� CANI V. c -�71" I 1 PROJE .F sem ir• LJ F; si • t T WNdr APPROVE _ D .moi. �': a�j}° 241 E6122/21:313 DERIVE , iiii .G yyl ,--/.',4,67,';!-:'=1,i:7, q CONSULTANT � ' ;a / — ti r 3 1-*!4 -7--_ .71.7 9 {' x 'x t �I /w y+z/�� * ��• J -. �'4,�a. %I� �� r � ,.-„.7.,4„.4./..,, ,,, ,...,... Vi = ' 'by n . li fY,17-,,,,,,,,,,,-i 4J { l,Y �i "err :f — - / \� JT A /15/17 CONCEPT _ ) ��I. rfii�-''.;,1:11,'.),/- i.,, 7 4 w"r 14<t �i v,- B 10/11/17 CD REVIEW 90% JT Y yg�i' ���j0, __ a '--'' 7 I �rt �,//r/Y.. �•I +.'-,,,// ::./..,('•:,.:1;',•,-,:,pC 10/18/17 DESIGN REVIEW JT 1{'./// � �j� ��/I//I /e 41��". ...Yr /?h ';',1:1: ar -r / j ,-.:")...1,,,' S 7, ,� _ ��� ���/ � L i"'�14q�i / },JIB' pi�!� :v .3x1 e`,/t; „:5- 'r nn ,/..d /17 D.R.B.COMMENTS JT D 11/13/17 D.R.B.COMMENTS JT ��%/iw /I/�ii� I///�� >Qsralfki J :9'... d ...�.,t� ',,,,,,4::,,,-,..-.J.„_,..,. ,y . t E 11/1s F 12/01/17 D.R.B.COMMENTS JT 0 12/14/17 CD ISSUE JT 2 -SITE PHOTOS SOUTH FRONTAGE RD. E. \ 1st REVIEW TN 2nd REVIEW CS (---- n 111111:11:; n n hili 1 \ , , , W giltiEte ce Z e W @ LOWN EVELHUB r 127 1111:1Y' co u u w _. IIIIIIIIII���IIIIIIII � L u uII u1 \ _ ` Y �—�� �� EXISTINGVAaNEWA/C UNITr 5935 SOUTH ZANG STREET,SUITE 280 CONCRETE PA — _ / IL PARKING GARAGEurTLETON,COLORADO 80127 _ 4 _ y - IOFFICE:303.932.9974 6./ • �Y... EDARCS rFUTURE CANTINA PATIO `,�► r/� o30.31D6 E. MEADOW DR. •V�/:FI:...............0sTF.ERecLoKLES:c1:e.4 .:* `' ASSUMED PROPERTY LINE SOUND ATTENUATION * 60D6@ 1M FROM SOURCE ATTENUATION LU PRESSURE LEVEL(DB RC @ TEN -30.31(DB(A)) (�� 2�2SEXISTING HOTEL/RETAIL '� 14 2 z Q w u, SITE PLAN LL W W K W ® A1 . 00 a_ 1 -SITE PLAN 1”-100-0° loiciwzo4 ...,,04...... OO 1O ' fp% S C A2I — — — — — NEWPA 2000 j I I CANt Qr PROJE SI 01. #,tk 'NO]1 TOWNL - - APPROVED 241tll 2218 DRIVE CONSULTANT 1 z w z a El 1 O o 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 EXISTING MECH.ROOM 0 12/14/17 CD ISSUE JT LEVEL3 RE:A2.01 A. 03/05/18 PL REV COMMENTS JT ROUTE NEW POWER AND REFRIGERANT LINES DOWN 1 liii( - - — TO LEVEL2 CEILING - 0 TO , o — L_-I U LJ r� �\ EXISTING 010/ •4 \ ELEVATOR 1st REVIEW TN 2nd REVIEW CS fr L —_—_—_ ---- CORE EXISTING ROOF OVER -y HANG ABOVE f� ✓I r- 34'-0"STEEL RAILING I I /A\ NEW STEELRAILINGTO TI MATCH(E)RE:3/A5.00 I NEW POWER AND REFRIGERANT I I LINES TO PENETRATE BELOW LEVEL4 9iittikR NEW COVEREDCABLETRAYT� — CONCRETE DECKING INTO LEVEL RE:5/A4.10 I CEILING((2)610 CORES&1-1/2"0) co EXISTING PRE-CAST I I I SEAL WATER TIGHT RE:6/A4.10 z CONCRETE WALL I / EXISTINGPOLE LIGHT \ ti LU ��-�� 11 _ : ■ aNEW CONCRETE PAD == 5935 SOUTH ZANG STREET,SUITE 280 RE:A4.00 1I �I_ I _, LITTLETOFOFIN,COLORADO 303932.9974 127 • tang e (3)NEW 12TON A/C UNITS `,,I-1rti ; ©��11j. 1 S�p ARC RE:MECH. ,4", .10,41911:::(K" (3)EXISTING AIR EXHAUST V �� z AND INTAKESHAFT'S 0 O PROPOSEDNEW GRADING THIS ;` r? • CHARLES N. U AREA TO LEVEL FOR NEW Alm���Rksw0 � (2)6"0&1-1/2"0 CONDUIT '4 STECKLY Z CONCRETEPAD 4f Ott;\' '= r NEW GRADE TOPO @ 4-6" FUTURE CANTINAAREA BELOW(E)CONCRETEWALL CP NO. 2 802 Q (1)NEW PANEL,(1) DISCONNECT i N f R 13 20 44 EXISTINGPINE TREE SWITCH,(1)GFCI OUTLETATTACHED +P / `; TO H-FRAME RE:ELEC. OF(;O1'O g -Ufa���(f0�4\1//1/44-444 � 1 �, l��4 /1.i 9,k .i:;"4t*, ENLARGE LEVEL4 E "•-Z r1 �!-itx-"'► EXISTINGPINETREE'S FLOOR PLAN LU /p f ii trr �� NOTES: A r �4 ' -*MAW 1. G.C.TO X-RAY PRIORTO CUTTING/DRILLING L.' �� 1 r �� Rel;ref s�� THRU CONCRETE WALL'S AND FLOOR'S. 4�yy��°,� /FA r ���� -',,i6.0`;---4( VV,A ( 2. G.C.TO AVOIDANY STRUCTURAL STEEL IN 6705 �'fl � ani +0.4%�� CONCRETEWALL'S AND FLOOR'S FOR NEW A2 • 00 \\ i*„ t� �l�? „i.7n��� , f, �/� PENETRATIONS AS REQUIRED. 1 �iw> er Q�jllai e l- „7.7„,,,.....„::.,,,,_,:.„,....„.,_. Vie; s,.,r1Y/! I 1 -SITE PLAN 1/8"=1'-o" MF...s:6,0:1iipriti 4, 8 O 10 NEWPA L CAN2000 j HG - ❑ a CANa 13, PROJE OW; sl °O CO O° TOWNL . �0 APPROVED 241 Es,12 DRIVE I °O 0 V1Ht00E001LAM °O C CIO r 00 CONSULTANT MENS ROOM r j OMENS 00 ROOM o0 C ❑ I _ n A 9/15/17 CONCEPT JT 1 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 0 12/14/17 CD ISSUE JT I ----) 1st REVIEW TN 2nd REVIEW CS Al — — — — 11,II 1, C — — — 1 ROUTE NEW POWER AND �� ,_ REFRIGERANT LINES DOWN TO LEVEL2 CEILING(6"x12" OPENING)RE:A4.20 giittekR \'111 ELEVATOR CORE z z 0 ctMECH. w ROOM : • z W 5935 SOUTH ZANG STREET,SUITE 280 d NEW POWER AND REFRIGERANT LITTLETON,COLORADO 80127 I LINES TO PENETRATE BELOW OFFICE:303.932.9974 LEVEL4 CONCRETE DECKING INTO LEVEL3 CEILING /dIR -1:1 eif 0 11 z I •C- CHARLES N. ;..% I /\ � �� EXISTING PRECAST CONCRETE `' STEC Y Lu 0 L T WALL 7N CORE THRU WALL FOR EXISTINGAIRVENTSHAFT(TYP) NI �N0.202802 OQ REFRIGERANT LINES&POWER -p C 14 20 CONDUIT SEAL WATER TIGHT `��P (2)6"0 RE:6/A4.10 OF cook, z NEW CONCRETE PAD ABOVE w w ENLARGE LEVEL 3 E /w FUTURE CANTINA AREA NOTES: FLOOR PLAN 0' 1. G.C.TO X-RAY PRIOR TO CUTTING/DRILLING Fe w THRU CONCRETE WALL'S AND FLOOR'S. 2. G.C.TO AVOIDANY STRUCTURAL STEEL IN 0 CONCRETE WALL'S AND R'S FOR NEW o PENETRATIONS AS REQUIRED. t A 2 • O I 1 -ENLARGE LEVEL FLOOR PLAN 1/8"=1,-o" � � F 4 NEWPA e .7041111111111110f, 2000 j I 10 1 12 13 14 15 CANa PROJE SI 0 tk TOWND APPROVED 241 E6122/1001,8 DRIVE Vt2t-0000 1AM R\ CONSULTANT LEVEL 2 PARKING The O 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 0 12/14/17 CD ISSUE JT A24 ATTACH NEW REFRIGENRANT LINES& CONDUIT TO BOTTOM OF CONCRETE DOUBLE TEES @ LEVEL 2 CEILING(NOT TO EXTEND LOWER TH AN7'-4"A.F.F TYPICAL) EXISTING CONCRETE WALL EITHER CORE DRILL(2)6"(D RE:2/M3.00 PENETRATIONS OR SAW CUT 6"x12"OPENING EITHER CORE DRILL(2)6'.0 NEW A/C 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 EXISTING 600A PANEL 1 PENETRATION RE:A4.20 PROVIDE 1H R FIRESTOPPING AT WALL PENETRATION RE:A4.20 EXISTING TRANSFORMER I i Al _ C _I ii �] — — 7--- --' ROUTE NEW POWER AND EXISTING ACCESS HATCH giittekR REFRIGERANT LINES DOWN ELEVATOR 1 TO LEVEL 2 CEILING ABOVE CORE — — — — DROP CEILING RE:A4.20 LP - I - 1 z _- Q BREAK \ EXISTING DISCONNECT SWITCH 0' ROOM r - _ z : ■ W O ^ I T - 5935 SOUTH ZANG STREET,SUITE 280 ® O L� \—EXISTING PRE-CAST CONCRETE ® LITT OFFICE: 3AD040127 OFFICE:303.932.9974 WALL NEW 100/3P DISCONNECT SWITCH RE:ELEC. � S D ARC"/�F in z •V CHARLES N. C� o `' ST/ECY N No.202802 O At- OF CO\-' 1- z g ENLARGELEVEL2 ENOTEs: FLOOR PLAN w 1. G.C.TO X-RAY PRIOR TO CUTTING/DRILLING Fe TH RUCONCRETE WALL'S AND FLOOR'S. w 2. G.C.TO AVOIDANY STRUCTURAL STEEL IN O CONCRETE WALL'S AND FLOOR'S FOR NEW a PENETRATIONS AS REQUIRED. ® A2 • 02 1 -ENLARGED LEVEL 2 FLOOR PLAN 1/16"=1'-0" , *46 (1 CIF Pod z c NEWPA e 2000 j CAN 13, .15 PROJE 414 7 10 11 12 13 14 T SI OWNCO] TL - APPROVED 241 112 DRIVE 41 VIgk00f001812M CONSULTANT JT O a 13—j— 0B 0/1/17 CD REVIEW0% C 10/18/17 DESIGN REVIEW JT JT D 11/13/17 D.R.B.COMMENTS JT LEVEL2 PARKING 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 A, 03/05/18 PL REV COMMENTS JT A2 35'-0" 33'-8" 40'-0" / / / / AT&T EQUIPMENT SPAC VERIZONWIRELESSEQUIPMENTSPACE CROWN CASTLE EQUIPMENT SPACE 1st REVIEW TN 2nd REVIEW CS Al - - [ - L - u� � ---tr --�\JJ LLJ - - - EXISTING ELEVATION CORE O I MOD I I I IP O 0000000n D� z jj ❑ ❑ ❑,� ���� 0 n n 0,_ _,o L_J 1 �o , O O EXISTING(3)AIR EXHAUST AND REMOVE EXISTING WALL MOUNT FAN COIL UNITS(TYP) ct F INTAKE SHAFT w _ : ■ W O — r • 5935 SOUTH ZANG STREET,SUITE 280 a or LITTLETON,COLORADO 80127 OFFICE:303.932.9974 } 71 ARC ix co z �� CHARLES N. �� o co STECKLY z w W ,k * 0 NOTES: /� NO. $QZ' Q 1.REMOVE(6)FAN COIL REFRIGERANT LINES& 'p N `R 3 20 i9 P4 g / CONDENSATE LINES 2.PATCH AND PAINT WALLS TO MATCH ADJACENT OF�... 1— SURFACE z L DEMO ENLARGE LEVEL LL 1 FLOOR PLAN w ct Fe W 0 A2 . 10 1 -DEMO ENLARGE LEVEL 1 FLOOR PLAN 1/16"=1'-0" (Palle *(1 CIF Pod it4 ill 111116.,,1.6 Z. c NEWPA e INT 2000 j CAN 13, PROJE 9 10 11 12 13 14 15 sl I� 0)115 TOWNL • - - APPROVED 241 E6i DRIVE Vt2k001661N CONSULTANT 0 — a 0 4 - - - - A 9/15/17 CONCEPT JT 90% EW JT 4 4 C 10/18/17 DESIGNIREVIEW JT D 11/13/17 D.R.B.COMMENTS JT LEVEL 1 PARKING 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 A, 03/05/18 PL REV COMMENTS JT A2 35'-0" 33'-8" 40'-0" / / / AT&T EQUIPMENT SPACE VERIZONWIRELESSEQUIPMENT SPACE CROWN CASTLE EQUIPMENT SPACE 1st REVIEW TN 2nd REVIEW CS Al — i L_ ,I[ —f I! m - ",_To,_.-,,,..--._, — —_---,., _ _ EXISTING ELEVATION CORE f ' i0. I I DO 000n000. I I OM Q OE giittekR cn n ❑ ❑ ❑ 1 D . ■i o o ro7- �1D Z EXISTING(3)AIR O ✓ EXHAUST AND ct INTAKE SHAFT r _ _ _ w _ : ■ W O _ r 5935 SOUTH ZANG STREET,SUITE 280 a E1 LITTLETON,COLORADO 80127 OFFICE:303.932.9974 ffi I ��so) ARc ATF z 0 V/ CHARLES N. c� z STECKLY O W ,k * 9No. 2802 O NAR1320 Qq OF COk-.0 g / 1 z W NEW ENLARGELEVELI LL FLOOR PLAN w ct Ce W oA2 . 20 1 -ENLARGE LEVEL 1 FLOOR PLAN 1/16"=1'-0" NEWPA 2000 j '11 — CANa PROJ E sl #, 4:1 TOWNL1 APPROVED 241 X10 DRIVE Vt2LOOCOGIAM CONSULTANT 12 0 14 56'-8"MEZZANINE Cil F / / A 9/15/17 CONCEPT JT B 10/11/17 CD REVIEW90% 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 0 12/14/17 CD ISSUE JT REMOVE(6)EXISTING CONCRETETEE EXISTING 600A PANEL A/C UNITS AND SHEET ABOVETYP) METAL DUCTS 0, , i l1 ■ w z N — 1st REVIEW TN 2nd REVIEW CS NEXISTING TRANSFORMER w 2 r----� --� ----� ---� ----� ----� Co I I I I I I I II I I I — ----� F----� F----- --- --^—� ----� \ -- — EXISTINGDISCONNECTSWITCH \ / \ / \ / / \ / > giittikR REMOVE VENT GRILLSAND PATCH EXISTING ACCESS HATCH OPENING TO MATCH ADJACENT SURFACE l) z 0 a z A I — . ■ w 5935 SOUTH ZANG STREET,SUITE 280 d LITTLETON,COLORADO 80127 OFFICE:303.932.9974 ��SED ARc./,F z CHARLES N. C� o STECKLY tPx No.202802 O OF CO\-"" z g DEMO ENLARGE w 0 MEZZANINE LEVEL W FLOOR PLAN cK Ce w o a ;; A2 . 30 1 -DEMO MEZZANINE LEVEL FLOOR PLAN 1/8"=1'-0" *Ai OF ko .4%11:1"iills. NEWPA e 2000 4 CANt ii, �• PROJE SI 0 #,•4 711:110 1 TOWNd - - APPROVED 10 12 13 241�12221Th2 DRIVE VFEk00E001AM LEVEL 2 PARKING CONSULTANT EITHERCOREDRILL(2)6"Y PENETRATIONS OR SAW CUT 6"x12"OPENING I PROVIDE 1HR FIRESTOPPING AT WALL EITHERCOREDRILL(2)6"DJ A 9/15/17 CONCEPT JT PENETRATION RE:A4.20 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 TO PENETRATE UP TO LEVEL3 CEILING D 11/13/17 D.R.B.COMMENTS JT !/// E 11/18/17 D.R.B.COMMENTS JT (APPROX 225 L.F.)RE:2/M3.00 PROVIDE 1HR FIRESTOPPING AT NEW RETURN AIR EXISTING 600A F 12/01/17 D.R.B.COMMENTS JT WALL PENETRATION RE:A4.20 VENT'S IN FLOOR PANEL 0 12/14/17 CD ISSUE JT I- /1 (TYP OF 4)RE:MECH. (5)NEW FAN COIL UNITS EXISTING EXISTING ATTACHED TO UNDERSIDE OF CONCRETETEE TRANSFORMER DOUBLE TEE ABOVE Al I-I 1--1 IN ISI/ I"T " I IIII III iw— III III I ill p 1 — 11 11 1111, I' NN III IIII —t 9Iu. II ' IN II EXISTINGELEVATOR CORE 1 II 0 III 00 1 H I 11 I 1st REVIEW TN 2nd REVIEW CS ,� _ 1111 1 Il _ _ _ H _ Il 11 I1 - EXISTING 1111 111 II II 0 t > DISCONNECTWITCH SWITCH I I Z 111111 IIIIIZI III lZ. III IIII IIII NIIIX IIIIIr7 yr IN NI NI _ N ,II II I I II IIII IIII 11 it 1 11 11 1111 III I, 11 1 1 N \_EXISTING ACCESS BREAK ROOM 1111 I NEW A/C SUPPLY DUCT 1 I HI 1111 HATCH giittekR DOWN INTO EQUIPMENT NEW 100A/3P 1111 111 ROOM(TYP OF 5) IIII HII 01NEW co z 1 1111 111 REIT IMECH. 11 11 H 1 1 N NII SWITCH FOR NEW O PANEL AT III III II III 141 IIII III N III III III III III III N III III IN IIII HI III III .—LOCATION CU Z \ : ■ : _ W 5035 SOUTH ZANG STREET,SUITE 280 a INFILL TOP OF WALL TO UNDER SIDE LITTLETON,COLORADO 80127 OF EXISTING CONCRETE TEES TO OFFICE:303.932.9974 1 ENCLOSE MEZZANINE RE:3/A4.10 1 EXISTING CONCRETE INFILL EXISTING VENT OPENINGS PARKING GARAGE TO MATCH ADJACENT SURFACE 'ID o 0 12 z g Ui NEW MEZZANINE LEVEL E FLOOR PLAN w NOTES: 0' E2 1. G.C.TO X-RAY PRIOR TO CUTTING/DRILLING Ui THRU CONCRETE WALL'S AND FLOOR'S. O 2. G.C.TO AVOID ANY STRUCTURAL STEEL IN A o- PENTRATIONS AS REQUIRED CONCRETEWALL'S AND R'S FOR NEW ® •■ 0 1 1 -MEZZANINE LEVEL FLOOR PLAN 1/8"=1'-0" , � the° CIF Pod /i z .. NEWPA e 2000 j C A N C 13, ..., 7 10 11 12 13 14 15P ROJE SI 0 #, �0 TOW WOE • APPROVED 241 EsDRIVE Vt2t_00E061(AM CONSULTANT EXISTING PRE-CAST / CONCRETECOLUMN (TYP) A 9/15/17 CONCEPT Jr B 0 0 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 0 12/14/17 CD ISSUE JT 17'-4" 56'-8" 34'-8" A. 03/05/18 PL REV COMMENTS Jr / / / / LOW CEILING MEZZANINE LEVELABOVE OP ENCEILING REFRIGERANT&CONDUIT @ B.O.EXISTINGCONCRETETEE (4)24"X24"NEW RETURNAIR B.O.EXISTING LEVEL2(ABOVE) \i'' ® 7'-9"A.F.F. VENTS @ MEZZANINE RE:MECH. / 9'-8"A.F.F. 1st REVIEW TN 2nd REVIEW CS B.O.EXISTING CONCRETE CONDUITS ABOVE 10'-0-1/2"A.F.F. )NEW FAN COIL U4NITS ATTACHED TO CONCRETE 1 DECK RE:MECH. 10 Al - II i M_ - �� - 1 Li LJLJLiL1 _ - - - NEW POWERAND II Vu �l� ■■ HI ii tI' I giittekR REFRIGERANT LINES TO PENETRATE UP TO LEVEL3 �� I 0 0 0 011 CEILING(APPROX 225 L.F.) _• _ -- ® 0 0 0 ® "- " �I zz RE:2/M3.00 N 2 EXISTING ELEVATOR CORE I B.O.EXISTING CONC. Lcf , - - w O I r • 5935 SOUTH ZANG STREET,SUITE 280 d ❑ ❑ `\ I I I ❑� LITTLETON,COLOR2.9974 27 OFFICE:303.932.9974 -(3)EXISTING AIR EXHAUST (5)24"X24"NEW SUPPLYAIR EXISTING MEZZANINE NEW SUPPLY AND INTAKESHAFT'S VENTS @ MEZZANINE RE:MECH. ACCESS HATCH DUCT(TYP OF 4) I RE:MECH. eD RC 4r A .jTt\ co 0 •V CHARLES N. �� 0 '� STECKLY w * z ow c�j, Na. 2soz o y . AR 320F;' OF CO\-0 1- z g w NEW ENLARGE LEVEL 1 LL NOTE: RCP w NEW FAN COIL UNITS TO BE Fe MITSUBISHI MODEL#:PVFY-P48E00B w REFER TO MECH. 0 A2 . 50 1 -ENLARGE LEVEL 1 RCP 1/16"=1'-0" CIF P4 (3)NEW 12TON A/C UNITS ON NEW 414 + CONCRETEPAD W/LOW AMBIENTKIT $ C — � NEWPA 2000 j �r Ar EXISTING BUILDING Wfr (E)TREETO REMAINUNDISTURBED CANS Qr b NEW STEEL RAILING APPROXIMATE(E)GRADEPROJEsl +v I 3. RE:3/A5.00 ' TO B EREMOVED �� lei NEW ELECTRICAL EQUIPMENT TOWNAP ROVED Ili' ON H-FRAME RE:ELEC. 2a �F�?AZltfBRIVE A iT.O.(E)CONC.WL vtaoecoai:,pAio 35' 8"EXISTING CONCRETE 'I NEW CONCRETEPAD RE:A4.00 Z' WALL �I I� RE-GRADE AS REQUIRED CONSULTANT m 4 I `I0 T.O.LEVEL4 41111 IV J 33,_4„ N ..- 41 4011,..=, LEVEL GRADE@ H-FRAME TO ill. NEW CONCRETEPAD N \ \ FINISH GRADE to,,_ T.O.FINISH GRADE S 1 , III 31'-2" A 9/15/17 CONCEPT JT CORE THRU WALL FOR '11 — — (E)G B 10/11/17 CD REVIEW 90% JT REFRIGERANT&POWER CONDUIT III 11'.:..:'..::'.1 _ BOE C 10/18/17 DESIGN REVIEW JT SEAL WATERTIGHT RE:6/A4.10 = — —III-III- D 11/13/17 D.R.B.COMMENTS JT I -4 , :.- E 11/16/17 D.R.B.COMMENTS JT EXISTING CONCRETE ' _ F 12/01/17 D.R.B.COMMENTs JT DOUBLE TEE(BEYOND) Q _ — 11-111-111-111-11 0 12/14/17 CD ISSUE JT El 1/2"EXPANSIONJOINT W/ -11-111-111—I I—III — I-I 1i 03/05/18 PL REV COMMENTS JT 1"SEALANTCAP III III 11-111-111-111-11 L2, 04/27/15 CC#1 JT 3 05/15/15 CC#2 JT 4 05/31/18 CC#3 JT NEW EPIER 12"H PAINTEDMETAL @ H-FRANMEWTCROWNOTOP DFINISH 06/07/18 CC#4 JT STAND REQUIRED B Y MFR. NEW UNDERGROUNDELECTRICAL UTILITIES(BEYOND)RE:1/A4.10 7'-0"REGRADE DISTANCE / .( 8'-8"TO FACEOF(E)TREE / 4' 1st REVIEW TN 2nd REVIEW CS 2-SECTION @ NEW EQUIPMENT 1/4"=1-0" 0 NOTE: PAINT NEW A/C UNITS&ELECTRICAL EQUIPMENT GREEN TO MATCH EXISTING GUARDRAIL G.C.TO V.I.F. giittig NEW A/C UNITS co CONC ON NEW CONCRETEPAD \\\ 4211, O W/LOW AMBIENTKIT E (1)NEW PANEL,(1)DISCONNECT SWITCH,(1)GFCI OUTLET,AND w (1) TRANSFORMER RE:ELEC. & _ z _ ■ W CI- b LITTLETON,593 OUTH ZANG STREET,SUITE TLETON,COLORADO 80127 280 / EXISTING PRE-CAST OFFICE:303.932.9974 CONCRETEWALL BEYOND I I / T.O.(E)CONC.WALL SS° ARCA, ri CA,, – 35'-8" ® �' z u H I I I ,I, •' CHARLES N. �0 r . Sc Cl.� w O — — — — T.O.LEVEL 4„ c74 Y v " I (2)6'0 CORES RE:6/4.10 7 U) N_o..2 283!! IaTO.FINISH GRADE IV31'-2" ® zLEVEL GRADE@ NEW SLAB C7 NEW CONCRETEPADRE:A4.00 — NEW POWER AND REFRIGERANT ENLARGE ELEVATION & LL LINES TO PENETRATE BELOW SECTION wUNDERGROUNDELECTRICAL LEVEL4 CONCRETE DECKING 12"H PINTED METAL STAND REQUIRED BYMFR. w UTILITYLINE INTO LEVEL3 SEAL WATERTIGHT w W/SEALANT COLOR TO MATCH p CONCRETE A3 . 00 1 -ENLARGE SOUTH ELEVATION 1/4"=1'-0" 4'.11311114'F4 , CONCRETE NOTES 1.1 VA 1. DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO NEWPA Z .. THE LATEST EDITIONS OF THE FOLLOWING APPLICABLE CODES: ACI 301 A. "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS";ACI 318, "BUILDING 2000 j 4V CODE REQUIREMENTS FOR REINFORCED CONCRETE" CANT Qr 2-0"THICK SLAB 2. MIX DESIGN SHALL BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO PROJE PLACING EXISTING SURFACE 3. CONC EONCRETE.TE SHALL BE NORMAL WEIGHT,6%AIR ENTRAINED(t1.5%)WITH A sl 0]1# MAXIMUM 4"SLUMP,AND HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3000 TOW NL r f #4 @ 12"O.C. PSI UNLESS OTHERWISE NOTED. APPROVED EACH WAY 4.MAXIMUM AGGREGATE SIZE SHALL BE 1". 241 Es/2m DRIVE N 5. THE FOLLOWING MATERIALS SHALL BE USED: v12:D00019196M PORTLAND CEMENT: ASTM C 150,TYPE I • • a:•:• a�' • s- s d • O. REINFORCEMENT: ASTM A 185 CONSULTANT a ° - - NORMAL WEIGHT AGGREGATE: ASTM C 33 ' ". - - WATER: DRINKABLE a a ADMIXTURES: NON-CHLORIDE iv s ;°a n a ,a ° ._ 4 °° CONTAINING - a a - - - 6. REINFORCING DETAILS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF 4 ' a • CONT.#4(TYP) ACI 315. 7. REINFORCING STEEL SHALL CONFORM TO ASTM A 615,GRADE 60,DEFORMED "' :{ U tr''-r .f ". F � y+� .# ,:� +n��.'r�' 3ti"I F yy'�,, A 9/15/17 CONCEPT JT �,� ��.�� u ,.� y,. .� ,�„,� .��. UNLESS NOTED OTHERWISE.WELDED WIRE FABRIC SHALL CONFORM TO ASTMA 185 LZ,INf.4%!;4,44:%b•M•intPinnrOcintfintAir4244!.14%!,:4'42PrOlin r u �r +r :r + ;+ �r �r WWF 6x6 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS B 10/11/17 CD REVIEW 90% JT W2.OxW2.0 "B"AND ALL HOOKS SHALL BE STANDARD,UNO. C 10/18/17 DESIGN REVIEW JT 'ill I I I 4"COMPACTED I 1 1---_Ill 8. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR D 11/13/17 D.R.B.COMMENTS JT GRAVEL BASE REINFORCING STEEL UNLESS SHOWN OTHERW ISE ON DRAWINGS: E 11/16/17 D.R.B.COMMENTS JT F 12/01/17 D.R.B.COMMENTS JT COMPACTED SUBGRADE CONCRETE CAST AGAINST EARTH 3 IN. 0 12/14/17 CD ISSUE JT 10 03/05/18 PL REV COMMENTS JT CONCRETE EXPOSED TO EARTH OR WEATHER: 2 04/27/18 CC#1 JT #6 AND LARGER 2 IN. NOTES: 1.FOR SLOPED SITES MAXIMUM CROSS-SLOPE=4:1.EXTEND TURN DOWN #5 AND SMALLER&WWF 1 1/2 IN. SLAB EDGE MIN BELOW FINISHED GRADE AS REQUIRED. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE 2.MAXIMUM BACKFILL SLOPE=3:1 UNLESS NOTED OTHERWISE-SLOPE GROUND: BACKFILL MINIMUM 1/4"/FT FOR 5'-0"FOR POSITIVE DRAINAGE AWAY SLAB AND WALL 3/4 IN. FROM SLAB FULL PERIMETER.PROVIDE DRAINAGE SWALE OR BERM AS BEAMS AND COLUMNS 1 1/2 IN. REQUIRED TO MAINTAIN EXISTING SITE DRAINAGE PATTERNS. 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 3 CONCRETE SLAB SECTION N.T.S. OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT 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 TACKWELD REINFORCING STEEL. giittikR 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. 1/2"0 EPDXY ANCHOR REFER A/C UNIT ATTACHEMENT FLANGE 15. LOCATE ADDITIONAL CONSTRUCTION JOINTS REQUIRED TO FACILITATE co CONSTRUCTION AS ACCEPTABLE TO ENGINEER. PLACE REINFORCEMENT zzMFGR RECOMMENDATION ON CONTINUOUSLY THROUGH JOINT. ANTI VIBRATION RUBBER 24"CONC.SLAB W/ OZ 16. REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REQUIRED. g BROOM FINISH 17. PLACE CONCRETE IN A UNIFORM MANNER TO PREVENT THE FORMATION OF COLD w JOINTS AND OTHER PLANES OF WEAKNESS.VIBRATE THE CONCRETE TO FULLY _ - ■ zEMBED REINFORCING.DO NOT USE VIBRATORS TO TRANSPORT CONCRETE THROUGH a CHUTES OR FRAMEWORK. 5935 SOUTH ZANG STREET,SUITE 280 O 18. DO NOT PLACE CONCRETE IN WATER,ICE,OR ON FROZEN GROUND. LITTLETON,COLORADO 80127 ® F.G. • 19. DO NOT ALLOW CONCRETE SUBBASE TO FREEZE DURING CONCRETE CURING AND OFFICE:301932.99742.9974 ELEV.99'-6" _ _ _ SETTING PERIOD,OR FOR A MINIMUM OF 14 DAYS AFTER PLACEMENT. 1 20. FOR COLD-WEATHER AND HOT-WEATHER CONCRETE PLACEMENT,CONFORM TO APPLICABLE ACI CODES AND RECOMMENDATIONS.IN EITHER CASE,MATERIALS SED Arip CL, © i Ui CONTAINING CHLORIDE,CALCIUM,SALTS,ETC.SHALL NOT BE USED.PROTECT FRESH //''��► I>. �, El= F ,A COh. RET -OM i 'TH r OR7 I'YS I kIMU �/ 00 Z SPECIAL INSPECTIONS: CHARLES N. �A Z 1)SPECIAL INSPECTIONS AND SITE OBSERVATIONS SHALL COMPLY WITH SECTION STECKLY w VO 1704 OF THE INTERNATIONAL BUILDING CODE AND TABLES 1704.3,1704.4, C7 o 1704.5.1,1704.5.3AS THEY APPLY. 2)CONTRACTORE SHALL COORDINATE WITH THE OWNER TO HIREA SPECIAL II INSPECTION AND TESTING AGENCY.CONTRACTOR SHALL CONTACT TESTING AND N� NO.2 802 Q T.O.CONC _ INSPECTION AGENCY AS OFTEN AS REQUIRED TO MEET THE ABOVE INSPECTION -7 'RP 27 2016 Qq ELEV.100'-0" REQUIREMENTS. -- • ro 3)RE:ACI 318 SECTION 5.6.2 FOR FREQUENCY OF CONCRETE TESTING QF CO `0 H \ \ - z w ASSUMED ALLOWABLE BEARING PRESSURE OF 1,000 FOUNDATION PLAN& W c9 E NOTES: PSF TO BE VERIFIED IN FIELD BY GEOTECHNICAL NOTES cK 1.DIMENSIONS ARE APPROXIMATE, ENGINEER SERVICE PRIOR TO CONSTRUCTION INSTALL A/C UNITS PER w MANUFACTURERS PRINTED DETAILS. 9 8" d f / 2.COORDINATE STUB UP LOCATIONS WI PRINTED A/C UNITS MANUFATURER A4- . 00 18'-8"CONCRETE SLAB / SPECS. 2-CONCRETE SLAB PLAN DETAIL 1/2"=1'-0" 1 -CONCRETE NOTES --1 4..4%Allill111110:#, EXISTING CONCRETE TEE PANEL"HA"RE:ELEC. � � EXTERIOR INTERIOR SLIP TRACK ATTACHED TO $ CONCRETE TEE ,,,_ \ NEWPA e 30A/2P DISCONNECT 2000 a� IIAr SWITCH RE:ELEC. CAN/- <, POWDER ACTUATED r 1/4"OTAPCON BLUE CONCRETE ;- - - ° FASTENER @ 24"O.C. 3KVATRANSFORMER PROJE +01. #+ sl SCREW WI WASHER(TYP) 5/8"GWB TRIM ATTACHED _ RE:ELEC. D] ELASTOMERIC SEALANT TYP EA. TO NON-CONBUSTALBE TOW NLQf - SIDE OF PENETRATION .° / BLOCKING — z P1000 UNISTRUT(TYP) APPROVED ! 24 1 E6a2f20112 DRIVE (V \ V($L•{O0 6I(AM PI-ECLA P _� - y - --� WEATHER _ TAPE GWB CLG.TO SLIP RESISTANT OUTLET WATER TIGHT SEAL °, Q _ - THRACK GWB STRIP, WITH OUTDOOR CONSULTANT BOTH ENDS(TYP) - PROVIDE J-MOULD COVER RE;ELEC. v a 6"METAL STUDS @ 16"O.C. CROWN TOP OF PIER / 2-3/8"0 SCHEDULE 40 6 I d G.C.TO V.I.F.STUD SIZE f/ PIPE,GALV.(TYP) d \ 'CZI v.,1 'Co R-19 BATT INSULATION REFRIGRANT& a a FINISH GRADE CONDUIT aa; 5/8"TYPE'X'GYPSUM f WALL BOARD SHEATHING '..',:1'1:,.. 1 A 9/15/17 CONCEPT JT o WA-WGC EXTERNAL (TYP EACH SIDE) B 10/11/17 CD REVIEW 90% JT PIPE SEAL OR SIM ,, - - 1 • ', :' # } C 10/18/17 DESIGN REVIEW JT FINISH GRADE °° :. #12 TEK SCREWS 2 24'O.C. i D 11/13/17 D.R.B.COMMENTS JT i.. - { E 11/16/17 D.R.B.COMMENTS JT • \ 1 I F 12/01/17 D.R.B.COMMENTS JT I 0 12/14/17 CD ISSUE JT ° a EXISTING WALL I l1..- PIER ,A0 03/05/18 PL REV COMMENTS JT 12'fd CONCRETE 1 l >E NOTES: . (E)PRE-CAST CONCRETE WALL ' - ° 1.WALL FINISH TO MATCH ADJACENT WALL o 2. BELOW. 1 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°=r-o° 4-INFILL WALL SECTION 3/4"=1'-o" 2-H-FRAME DETAIL 1/2"=1'-0" MATCH SLOPE,THICKNESS giittekR AND TYPE OF EXISTING FINISH GRADE co z O 1= 1"DEFLECTION SLIP TRACK COMPACTED BACKFILL g a e EXISTING CONCRETE TEE 5935 SOUTH ZANG STREET,SUITE 280 WARNING LITTLETON,COLORADO 80127 TAPE W/ OFFICE:303.932.9974 NEW SHEET METAL TRACE WIRE — — — — — — — —� COVER \ i 1�1 1�1 1� 1 Till 111 111 II p 1�/ REFIGERANT LINES ` COMPACT BACKFILL — — — — qHARL �D Ari -�,` H CLIPPED TO TRAY W/ oES N. 0� Z 12"'B-LINE'CABLE TRAY " - STECKLY w (LADDER TYPE)OR EQ. 11F1 � 1 111BOLTED TO TS W/(2)1/2"PJUNDISTURBED EARTH 1 — �OO THRU-BOLTS \ NO.2 8Q� Q \ - PVC CONDUIT FOR ;• - ,INR 1 20 i; is .7LI4 NEW INFILL WALL W/METAL ELECTRICALRE.ELEC. STUDS&5/8"GWB FINISH AND OF CoQ PAINT TO MATCH ADJACENT ~ WALL BELOW SAND BED z TOP OF EXISTING WALL NOTES:. INSTALL ALL UNDERGROUND UTILITIES PER LOCAL UTILITY REQUIREMENTS. DETAILS E 2.LOCATE ALL UNDERGROUND UTILITIES PRIOR TO TRENCHING/EXCAVATION. 3.COORDINATE SIZE AND TYPE WITH LOCAL UTILITY COMPANIES REQUIREMENTS. CONCRETE PAD 4.REFER TO UTILITY COORDINATION/ELEC.SITE PLAN FOR EXACT LOCATION. w A4 . 1O 5-ROOFTOP CABLE TRAY DETAIL 11/2"=1'-o" 3-INFILL WALL DETAIL 1/2"=1'-0" 1 -TRENCHING DETAIL 1/2"=1'-o" F ko 4 , System No. C-AJ-8177 F Rating-2 Hr C T Ratings—0,1/4,1-1/2 and 2 Hr(See Items 2,3,4,5 and 6) NEW PA e 0 02000 j © CANt Qr Ar �/I� SI J alto oj'SW r 14973 w PROJE 0 hy WOr TOWNLO 0 �� 0 �� APPROVED 241 vt1212DRIVE v(gLOOE0000001 6LIN CM I® M r 't CONSULTANT 1111 I j jm srA _r :igio A O A 0 SECTION A-A B 10 10//111/7 1/17 CD REVIEW CONCEPTJT 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 B ETWEENCABLE BUNDLE AND E 11/16/17 D.R.B.COMMENTS JT 1600-2400 KG/M3)CONCRETE.WALL MAY ALSO B E CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS*.MAX AREA OF 896 SQ PERIPHERY OF OPENING IS 1/2 IN.(13 MM).SEPARATION B ETWEENCABLE BUNDLE AND METALLIC PENETRANTS SHALL B E 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 B EMIN 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 TUB ESTO B E INSTALLED WITHIN THE OPENING.THE MIN OF CABLES MAYBE USED: ANNULAR SPACE B ETWEENPIPES,CONDUIT OR TUB ING IS 1 IN.(25 MM).THE MIN ANNULAR SPACE B ETWEENPIPES,CONDUIT OR A.MAX 300 PAIR-NO.24 AWG COPPER CONDUCTOR TELEPHONE CABLE WITH PVC INSULATION AND JACKET. TUB INGAND 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. TUB INGMAY B E 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 TUB ING(EMT). 7.FIRESTOP SYSTEM--THE FIRESTOP SYSTEM SHALL CONSIST OF THE FOLLOWING: D.COPPER PIPE OR TUB E--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 TUB E.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 MAYBE 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 TUB ES(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 B E RECESSED 1-1/2 IN.(38 REQUIRED.MIN ANNULAR SPACE B ETWEEN INSULATED PENETRANTS IS 4 IN.(102 MM).MIN ANNULAR SPACE B ETWEENINSULATED MM)FROM BOTTOMSURFACE OF FLOOR OR B OTHSURFACES 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 B ELOW.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 B E 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 giittikR 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 WITH A FLAME SPREAD INDEX OF 25 OR LESS AND A SMOKE DEVELOPED INDEX OF 50 OR LESS MAYBE USED. NOM 2 IN.(51 MM)DIAM AND REQUIRED FOR ALL SIZES OF AB SAND FRPP PENETRANTS AS SPECIFIED IN TABLE B ELOW.FIRESTOP B.TUB EINSULATION-PLASTICS#--NOM 1 IN.(25 MM)THICK ACRYLONITRILE BUTADIENE/POLYVINYL CHLORIDE(AB/PVC)FLEXIBLE COLLAR SHALL B E INSTALLED IN ACCORDANCE WITH THE ACCOMPANYING INSTALLATION INSTRUCTIONS.COLLAR TO B E INSTALLED FOAM FURNISHED IN THE FORM OF TUB ING.TUBE INSULATION CAN B E USED ON METALLIC PIPES OR TUB ESNOT EXCEEDING AND LATCHED AROUND THE PIPE AND SECURED TO UNDERSIDE OF FLOOR/CP 637 MORTAR OR BOTH SIDES OF WALL/CP 637 cn 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. 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 2 MEETING THE ABOVE SPECIFICATIONS AND HAVING A UL 94 FLAMMABILITY CLASSIFICATION OF 94-5VA MAYBE USED. ANCHOR HOOKS ARE TO B E SECURED WITH MIN 1/4 IN.(6 MM)DIAM BY MIN 1-1/4 IN.(32 MM)LONG CONCRETE SCREW ANCHORS OR 0' 4.STEEL DUCT--A MAXIMUM OF ONE NOM 12 B Y12 IN.(305 B Y 305 MM)(OR SMALLER)NO.26 GA(OR HEAVIER)STEEL DUCT INSTALLED r HILTI 1/4 IN.(6 MM)DIAM BY 1-1/4 IN.(32 MM)LONG KWIK-CON II+CONCRETE SCREW ANCHORS,UTILIZING A 1-7/16 IN.(37 MM)DIAM — — Z WITHIN OPENING.DUCT TO B ESPACED 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 B ESIZED FOR THE NOM DIAM OF THE PENETRANT AS SHOWN — • a IN.(254 MM)FROM NONMETALLIC PENETRANTS AND CABLE BUNDLES.MIN ANNULAR SPACE B ETWEENSTEEL DUCT AND PERIPHERY IN TABLE B ELOW.THE DENSITY OF PENETRANTS REQUIRING FIRESTOP COLLARS SHALL NOT EXCEED TWO PENETRANTS WITH 5935 SOUTH ZANG STREET,SUITE 280 OF OPENING IS 2 IN.(51 MM).STEEL DUCT TO B E 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. 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"NFIRESTOP COLLAR OFFICE:303.932.9974 5.NONMETALLIC PENETRANTS--ONE OR MORE NONMETALLIC PIPES OR CONDUITS TO B E INSTALLED WITHIN THE OPENING.THE MIN ANNULAR SPACE BETWEEN NONMETALLIC PENETRANTS AND PERIPHERY OF ANY SINGLE SURFACE OF THROUGH OPENING IS 0 IN. (POINT CONTACT).SEPARATION B ETWEENMETALLIC AND NONMETALLIC PENETRANTS IS MIN 8 IN.(102 MM).PENETRANTS RIGIDLY PENETRANT NOM WRAP STRIP FIRESTOP D/dIR SUPPORTED ON B OTH SIDES OF FLOOR OR WALL ASSEMBLY.WHEN NONMETALLIC PENETRANT IS USED,THE WRAP STRIP DESCRIBED C IN ITEM 7A1 IS REQUIRED EXCEPT THAT:(A)WHEN THE NOM DIAM OF THE NONMETALLIC PENETRANT EXCEEDS 2 IN.(51 MM),THE TYPE FROM PENETRANT ITEM COLLAR ITEM 7A2 `'�S 'T�� ITEM 5 ABOVE DIAM REQUIRED REQUIRED lei un FIRESTOP COLLAR DESCRIBED IN ITEM 7A2 IS REQUIRED,AND(B)FOR ALL AB SAND FRPP TYPE PENETRANTS,THE FIRESTOP COLLAR �� z DESCRIBED IN ITEM 7A2 IS REQUIRED.SEE TABLE IN ITEM 7A2 B ELOW.THE FOLLOWING TYPES AND SIZES OF NONMETALLIC PIPES OR A,B,C 1-1/2 AND 2 IN. YES MAYBE USED AS • CHARLES N. o CONDUITS MAYBE USED: ALTERNATE TO ITEM 7A1 r.1 ST Y iz 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 FOR USE IN CLOSED(PROCESS OR SUPPLY)OR VENTED(DRAIN,WASTE AND VENT)PIPING SYSTEMS. B.CHLORINATED POLYVINYL CHLORIDE(CPVC)PIPE--NOM 4 IN.(102 MM)DIAM(OR SMALLER)SDR13.5 CPVC PIPE FOR USE IN D,E 1-1/2,2,3 AND 4 IN. NO YES CLOSED(PROCESS OR SUPPLY)OR VENTED(DRAIN,WASTE AND VENT)PIPING SYSTEMS. NI 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 .0`14 20 0 ACCORDANCE WITH ARTICLE 347 OF THE NATIONAL ELECTRICAL CODE(NEPA 70). BOTTOM SURFACE OF FLOOR OR B OTHSURFACES OF WALL.FILL MATERIAL IS MIXED AT A RATE OF 2.5 PARTS DRY MIX TO Q' D.ACRYLONITRILE BUTADIENE STYRENE(ABS)PIPE--NOM 4 IN.(102 MM)DIAM(OR SMALLER)SCHEDULE 40 SOLID OR CELLULAR ONE PART WATER BYVOLUME IN ACCORDANCE WITH THE INSTALLATION INSTRUCTIONS SUPPLIED WITH FILL MATERIAL. CORE AB SPIPE FOR USE IN CLOSED(PROCESS OR SUPPLY)OR VENTED(DRAIN,WASTE OR VENT)PIPING SYSTEMS. HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC--CP 637 OF C�` � 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 BY25 MM)BYNO.18 Q 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 W 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 BOTHSIDES OF WALL.THE ANGLES SHALL B EATTACHED 0 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. w *BEARING THE UL CLASSIFICATION MARK 0' Fe #BEARING THE UL RECOGNIZED COMPONENTS MARK w +BEARING THE UL LISTING MARK 0 A4 . 20 1 -CONCRETE WALL/FLOOR PENETRATION FIRESTOPPING DETAIL ° CIF 14, , 00 NEW SUPPLY AIR DUCT W/LOUVER \, VA GRILL(TYP OF 5)RE:MECH. $ C IIIIIIIIMIIIIINEWPA e(2000 j �r NEW FAN COIL UNITS RE:MECH41 dilkCANS 13, PROJE SI ID #, icrUNISTRUT W/TREADED ROD AND �� li ' SUSPENSION CEILING HANGER DAMPERTOW NADPlilt KIT REFER TO MFGR SPECS. APPROVED EXISTING CONCRETE WALL NEW FAN COIL UNITS RE:MECH za 1 E6 Matte DRIVE ------ c`- v(2e00C001AM HOT AISLE PLENUM SPACE — I ...• RETURN AIR CONSULTANT --- 1 NEW SUPPLY AIR DUCT 2'x2'STEEL BAR GRATING RETURN UNISTRUT W/THREADED W/NO GRILLE(TYP OF 4) Arr _ _ I GRILL(TYP OF 4)RE:5/A5.00111 ROD AND SUSPENSION 0 CEILING HANGER W/ SPRING VIBRATION 1 ISOLATERS REFER TO _ _____-____----- MFGR SPECS. AIR SUPPLY DIRECTION — L I I I ' 4 A 9/15/17 CONCEPT JT 11111\ __ NEW SUPPLY AIR B 10/11/17 CD REVIEW 90% JT DUCT W/NO GRILLE 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 Ir F 12/01/17 D.R.B.COMMENTS JT _ 1 0 12/14/17 CD ISSUE JT _ A. 03/05/18 PL REV COMMENTS JT 2 04/27/18CC#1 JT 3 05/15/15 CC#2 JT O MI�1 4 05/31/18 CC#3 JT �� 5. 06/07/18 CC#4 JT Nit 1st REVIEW TN 2nd REVIEW CS 4-3D SECTION VIEW 2-FAN COIL EQUIPMENT ROOM SECTION 1/4"=1'-0' NOTES: Al 1. PAINT ALL NEW STEEL MINT GREEN giittig TO MATCH EXISTINGSTEEL RAILING. NEW FAN COIL UNITS RE:MECH 2. WELD ALL STEEL CONNECTIONS EXISTINGCONCRETE WALL NEW FLEX DUCT CONNECTION(TYP) CO MEZZANINE RETURN AIR ~ 2"0 TOP RAIL TO MATCH — g EXISTING EXISTING 2'0"x2'o"BAR- - w PLYWOOD FLOOR NEW INFILL WALL — : • Z DECKING ON GRATING RETURN i FLOOR JOIST AIR VENT(TYP OF 4) . . 6"x4"x3/8"STEEL PLATE RE:3/A4.10 5935 SOUTH ZANG STREET,SUITE 280 LITTLETON,COLORADO 80127 \ \ \ OFFICE:303.932.9974 .:r 2"x3/8"STEEL PLATE A A il i \ \ (TYP) \ UNISTRUT W/THREADE ROD AND SUSPENSION ,gip ARC 0 ` L, CEILING HANGER WI �CJ 'T,� di CONTINUOUS <n 1/4"0 STEEL ROD SPRING VIBRATION 2x2x1/8"STEEL \ \ CENTERED BETWEEN PLENUM(a7 ISOLATERS REFER TO • CHARLES N. O / ANGEL n STEEL PLATE(TYP) MEZZANINE MFGR SPECS. v S C �� Z 1/2"LAG SCREW m M o @ 16"O.C. \ \ N T.O.EXISTING CONC.WALL — GRATING * *n ADD 2X BLOCKING NEW LOUVERED AIR CP, NO 21602 Q EXISTINGGYPSUM AS NEEDED in M VERTICAL RAILING 0"""' '1 — GRILL RE:MECH. AI SHEATHING SUPPORT @4'-0" " "" IV�7�iP EQUIPMENT ROOM O.C. OF CCi`C1 CENTERED BETWEEN ROD CENTERED BETWEEN H STEEL PLATE(TYP) W 0 HOT AISLE E -6"x6"x3/8"PLATE-BOLT CONTAINMENT DETAILS wQ`— TO EXISTINGCONC. E -\ WALL W/(2)5/8"EPDXY w Z,-) ANCHORS 00 \ \ \ 01 I (E)CONCRETE DECKINGA 5 • 0 0 5-BAR GRATING DETAIL 1 1/2"=1'-0" 3-STEEL RAILING DETAIL 3/4"=1'-o" 1 -FAN COIL MEZZANINE SECTION 1/4"=1'-0" POWER PLAN SYMBOLS GROUNDING PLAN SYMBOLS ONE LINE DIAGRAM SYMBOLS4/fir POWER CONDUCTOR --- GROUNDS TRANSFORMER �.,� vo .1.-.CONDUCTOR newv $ ..I 1 PANELBOARD COMPRESSION TYPE NEWPA • CONNECTION STAND-BY CANt 13, I-0 DISCONNECT SWITCH • EXOTHERMIC WELD GENERATOR PROJE sI�4.0 El METER O COPPER CLAD O METER .14°7 GROUND ROD(5/8" TOW Nd61 ELECTRICAL x10') APPROVED EQUIPMENT ENCLSURE 241 E6122/21 t8 DRIVE _ O GROUND ROD WITH a AUTOMATIC V12400f0O SRA GENERATOR INSPECTION SLEEVE TRANSFER SWITCH 1 1 RECEPTACLE �. INTEGRATED LIGHT SWITCH O, TEST WELL TRANSFER SWITCH VERN WILLSON P.E. DUPLEX OUTLET PATH AND NUMBER IZIj FUSED DISCONNECT 3083 WHITE OAK ST. HIGHLANDS RANCH,CO 80129 OF CONDUCTORS ,_, I'J PHONE:303.883.2208 314C QUADPLEX OUTLET IL LOCAL DISCONNECT fH I)GFI ® GEN.PLUG A 9/15/17 CONCEPT JT 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 1. SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL 15. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS F 12/01/17D.R.B.COMMENTS JT JOB SITE CONDITIONS AND WORK TO BE PERFORMED UNDER THIS REQUIRED BY ALL APPLICABLE CODES. 0 12/1144//17 CD ISSUE JT 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 R 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 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 AND/OR CATALOG CUT-SHEETS ON ALL NON-SPECIFIED ORIGINAL z O 6. ELECTRICAL CONTRACTOR SHALL CARRY OUT HIS WORK IN MATERIALS AND EQUIPMENT,TO PROJECT MANAGER PRIOR TO E ACCORDANCE WITH ALL GOVERNING STATE,COUNTY,LOCAL CODES COMMENCEMENT OF THE WORK. 1 AND O.S.H.A. w 22. UPON COMPLETION OF WORK,CONDUCT CONTINUITY AND _ : ■ z a 7. ELECTRICAL CONTRACTOR SHALL SECURE ALL NECESSARY SHORT CIRCUIT,AS WELL AS,GROUNDING TEST.GROUNDING TEST 5935 SOUTH ZANG STREET,SUITE 280 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 REVIEW AND APPROVAL. THAN ONE YEAR AFTER THE DATE OF JOB COMPLETION.ANY WORK, MATERIAL,PERIOD SHALREQUIPMENT FOUND TO BE L BE CORRECTED AT ONCE,UPON WRITTEN THAT AND LEAVE WORK PREMISES IN A23. CLEAN PREMISES DAILY OF L COMPLL IETE AND US INDAMAGED WORKNG FROM =•...,.:r"‘�`,I 1 NOTIFICATION,AT THE EXPENSE OF THE ELECTRICAL CONTRACTOR. CONDITION. _`• ••••o••P••* 1 z 9. ALL CONDUIT ONLY(C.O.)SHALL HAVE A PULL WIRE OR ROPE,AND 24. ALL EXTERIOR WALL PENETRATIONS SHALL BE SEALED WITH �i •ONOr O//Z TRUE TAPE. POLYSEAM SEALANT. :. • /�/ i W 10. PROVIDE THE OWNER WITH ONE SET OF COMPLETE DIMENSIONS 25. ALL#2 TINNED BARE COPPER DOWNLEADS TO BE PROTECTED / •• 5418 •• i O AND CIRCUITS,WITHIN 10 WORKING DAYS OF PROJECT COMPLETION BY 1/2"P.V.C.PIPE AND SECURED. %-o : - ELECTRICAL"AS BUILT'DRAWINGS,SHOWING ACTUAL //�•.pEC 14 2017�c�,``'� 26. COMPRESSION FITTINGS TO BE USED ON ALL CONDUITS(NO SET ,42.4%,._ _•�' ' 11. ALL BROCHURES,OPERATING MANUALS,CATALOGS,SHOP SCREWS). 1<`S�••••••••••c - DRAWINGS,ETC.SHALL BE TURNED OVER TO PROJECT MANAGER AT 11 cS'� JOB COMPLETION. 27. ALL#6 STRANDED COPPER WITH GREEN INSULATION TO BE ,1‘/GIL �� ATTACHED WITH CRIMPED DOUBLE LUG,ATTACHED WITH NUTS, z 12. USE T-TAP CONNECTIONS ON ALL MULTI-CIRCUITS WITH COMMON BOLTS AND STAR WASHERS TYPICAL AND NO-OX GREASE BETWEEN 1 NEUTRAL CONDUCTOR FOR LIGHTING FIXTURE.ALL CONDUCTORS LUG AND BUS BAR. W SHALL BE COPPER. ELECTRICAL NOTES & 28. ALL ABOVE GROUND CONDUIT SHALL BE EMT GALVANIZED LL 13. THE EXTERIOR GROUND RING SHALL BE TESTED PER CROWN CONDUIT WITH WEATHERPROOF FITTINGS. SYMBOLS w CASTLE SPECIFICATIONS AND SHALL HAVE A RESISTANCE TO EARTH E OF 5 OHMS OR LESS.IF NOT NOTIFY ENGINEER. 29. LABEL PANEL WITH AVAILABLE FAULT VALUE(PERMANENT LABEL). p ALL CIRCUITBREAKERS,FUSES AND ELECTRICAL EQUIPMENT E1 . 00 SHALL HAVEEANAN INTRERRUPTINGGRATING NOT LESS THAN THE *DATE OF JOB COMPLETION SHALL BE THE DATE ON THE 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. 1 -ELECTRICAL NOTES 00 12 13 14 \ NEW RETURNAIR $ C LEVEL PARKING VENT'S IN FLOOR NEWPA "g14.#.1S. r \• (TYP OF 4)RE:MECH. z000 EXISTING600APANEL"IT" CANS Qr EXISTING CONCRETE Ar PROJE TEE ABOVE EXISTING TRANSFORMER SI 0 (5)NEW FAN COIL UNITS NEW 4#SOOKCMIL, ATTACHED TO CONCRETE EXISTING DISCONNECT TOW Ndt� • I DECK RE:ARCH.&1/M3.00 #ZIOG 4"C SWITCH APPROVED 241 E$,F2Q mta DRIVE vpMO0001AM Al - - N NI IH IN NI IH IN 11 — — — IN NI I I I 7 III — II II II f II III II Ilii VERCONSULTANT N WILLSON P.E. III III` I11.III IIII h I IIIII I I "IT"14,16 I I "IT"18,20 I I III IT"22,24 I I "IT"32,34 III N III M I ro '...--) 3083 WHITE OAK ST. LL LL III LL IIII IIII III LL IIII LL IIII I LL LLo HIGHPHONE:3 3.83ANDS 22080129 - cc II II I I I III IR III I ` 11 T II II III II III III III = III III III II1I IID IIIII II III III I u 11 IIII IIIu IuIII III IIIII II I > .ul II "IT"36,38 EXISTING ACCESS HATCH "IT"4 0,4 2 A 9/15/17 CONCEPT B 10/11/17 CD REVIEW90% C 10/18/17 DESIGN REVIEW JT JT JT D 11/13/17 D.R.B.COMMENTS JT E 11/16/17 D.R.B.COMMENTS JT "IT"2,4 "IT"6,8 III I I I II 11 NEW A/C SUPPLY DUCT III NEW 4#2,#4G1-1/2"C IIIII I I NEW 100A/3P 0 12/14/ 17 CDISSUEMMENTS JT DOWN INTO FEED UP TO NEW 1 I I I I II 11 ROOM(TYP OF5) PIMENT III 100A PANEL"HA" III II I I SW TOCH FOR NEW III III III II II REII(MECH. III III RE:III II II III II I I PANELATCU OLOCATION A III IH IN 1111 I III III III III I III III IIII III III IIII 1 1 III III III III III 11111111 \ EXISTING CONCRETE PARKINGGARAGE WALL 1st REVIEW TN 2nd REVIEW CS 2-MEZZANINE LEVEL ELECTRICALPLAN 1/8"=1'-0" 8 (IR _ _,,,, 10 co '1r -II Ii Z I ° I w I \—NEW 4#2,#4G1-1/2"C FEED UP TO — : • - - w NEW 100A PANEL"HA"RE:E7.00 0_ J 5935 SOUTH ZANG STREET,SUITE 280 "HA"1,3,5 "HA"7,9,11— "HA"13,15,17 LITTLETON,COLORADO80127 OFFICE:303.932.9974 0 R / I a _-;,p0 EG CU-1-TC: T moo'•°(j ' 181 YV` l W cu-3 i/ �1"-i Io•. EC 14 2017;x,,% \.1�eoi��"v;;;-;;,A041,4-,_ "� it���� .c;.._ .•.�� w -,w,, •�m ��� �� NEW 30A/2P DISCONNECT �r\ "HVAC MAINTENANCE"W/ ELECTRICAL PLANS LL WEATHER PROOF GFI ct (BELOW) / E2 NEW 3KVATRANSFORMER d ,A If A _ NEW 100A PANEL"HA" ® E2 • 00 1 -SITE PLAN 1/8"=1'-0" (1 °F 1'4 4...7401111111104:1: NEW PANEL: HA 11 277/480 VOLTS 3 PHASE 4 WIRES,SN, 100 AMP BUS 100 AMP MAIN MCB \ C 10,000 A.I.C.RATING(MINIMUM),NEMA 3R ENCLOSURE,SURFACE ENCLOSURE NEWPA e 2000 R17 DESCRIPTION WIRE BKR POLE CKT VA 0 VA CKT POLE BKR WIRE DESCRIPTION CANS 13, 4P5 CU-1 #10 30 3 1 3300 A 180 2 1 15 #12 HVAC MAINT. PROJE SI 3 3300 B 180 4 ' ds 5 3300 C - 6 SPACE TOW WOE • CU-2 #10 30 3 7 3300 A - 8 SPACE APPROVED 9 3300 B - 10 SPACE 241 Es/22i2Qm`$DRIvE 11 3300 C - 12 SPACE v12:0000015AM 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 OAK ST. SPACE 23 - C - 24 SPACE HIGHLAN SHITE RANCCH CO 80129 PHONE:303.883.2208 PHASE A: 10080 VOLTAMPS PHASE B: 10080 VOLTAMPS PHASE C: 9900 VOLTAMPS A 9/15/17 CONCEPT JT PANEL LOAD CALCULATIONS B 10/11/17 DE GNRE JT C 10/18/17 DESIGN REVIEW JT LIGHTS 0 VOLTAMPS X 1.25= 0 VOLTAMPS D 11/13/17 D.R.B.COMM ENTS JT RECEPTACLES-1ST 10KVA 180 VOLTAMPS X 1.00 180 VOLTAMPS E 11/16/17 D.R.B.COMMENTS JT LARGEST MOTOR 9900 VOLTAMPS X 1.25= 12375 VOLTAMPS F 12/01/17 D.R.B.COMMENTS JT 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 DEM ANDPROVIED 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 ENCLOSURESURFACE 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 * 3 - B 180 4 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 @ 480V30 - — - 7 A 180 8 co TOTAL CALCULATED LOAD ADDED =9A(3.24 KW) 9 B 180 10 2 20 FC-3 BACK ON PANEL"IT"120/208V OR 3.9A @ 480XV30 11 C 180 12 0 N/A - 60 3 13 - A 180 14 2 20 - - FC-4 * NEW LOAD FOR PANEL"HA"277/208V =39A 15 B 180 16 17 C 180 18 2 20 - FC-5 * - - - z SUB PANEL - 200 3 19 - A 180 20/ w LOAD ON 277/48V300A DISCONNECT SWITCH&FUSES =66.2A 5935 SOUTH ZANG STREET,SUITE 280 LOAD REMOVED =28.5A 21 B 180 22 2 20 _ -6 * LITTLETON,COLORADO 80127 23 - C 180 24 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 _`������ REUSED LOAD ON 277/480V 30 300A FUSES =37.7A 29 C 30 1 20 RECEPT _ �0 REG/1 I NEW LOAD ADDED BACK ON =42.9A SPACE - - - 31 - A 180 32 2 20 #12 FC-7 **. _ 06.:**P* co +25%OF 37.7A =10.7A SPACE - - - 33 - B 180 34 �i oN f Or i0 91.3A ON 300A FUSES SUB PANEL - 200 2 35 - C 180 36 2 20 #12- FC-8 ** .9 • % �/ 37 A 180 38 / •. Z• Z N/A - 25 2 39 - B 180 40 2 20 #12- FC-9 ** . • ice/ N/A - 25 2 43 A 44 3 300 - SUB PANEL ii/o•pEC 14 2017.1 ,1 45 B 46 �� N/A - 20 1 47 C 48 0<CP,��0•••o��G�� \- PHASE A: 1080 VOLTAMPS PHASE B: 1080 VOLTAMPS PHASE C: 1080 VOLTAMPS /%�S/,S/1/40••• �NA L I- z • NEW LOAD SEE BELOW FOR CALCULATION w * REMOVE EXISTINGCONDENSERS&FAN COIL CIRCUITS BREAKERS& PANEL SCHEDULES E REPLACE W/20A/2P TO MATCH EXISTING FOR NEW FAN COIL UNITS LL w ct ** REPLACE SPARE 20A/1P CIRCUIT BREAKERS FOR NEW 20A/2P CIRCUITS Fe BRAEKERS FAN COIL UNITS w 0 E6 . 00 3 -LOAD CALCULATIONS I 1 -PANEL SCHEDULE `- � 00 FAULT CALCULATIONS - = Z. . NEWPA e 1.NEW FEEDER 2000 j CANt Qr 1.732 x 175FT x 33,400A PROJE f 22185 x480V 0.95J- EXISTINGSOOKVA 277/480V30 sl �0 .13 Ir rWY1 HOLY CROSS TRANSFORMER m= 1 =0.51 ISC 33,400A X TOWNA��OVED 1+0.95 0 EXISTINGSERVICE 24 1 Ea2Q/z0n DRIVE VTHt0Oe0016GM ISC= 0.51 x 33,4 OOA =17,034 J 1.SECOND NEW FEEDER CONSULTANT EXISTING 300A/3P DISC. 1VERN WILLSON P.E. 1.732 x 245FT x 17,034A SWITCH W/300A FUSES 600V f= =2.55 - '3083 WHITE OAK ST. 5907 x 4 80V r.._..H IGHLANDS RANCH,CO 80129__ . 1 PHONE303.8832208 m= 1+2.55 0 28 EXISTING CT CABINET& -O METER A 9/15/17 CONCEPT JT ISC= 0.28 x 17,034A =4,770AIC B 10/11/17 CD REVIEW 90% JT 0 EXISTINGFEEDER C 10/18/17 DESIGN REVIEW JT ISC 17,034A XD 11/13/17 D.R.B.COMMENTS JT J E 11/16/17 D.R.B.COMMENTS JT F 12/01/17 D.R.B.COMMENTS JT 300A/3P DISC.SWITCH W/ o 12/14/17 CD ISSUE JT 0 300A FUSES 600V INSTALL 0 05/15/15 CC#2 JT 4#1/0,#4G2"C(10'MAX) LUGS AS REQUIRED FOR CONNECTION _J T1 - EXISTING225 KVA480/277V 100A/3P DISC.SWITCH W/ - PRIMARY 120/208V 30 4 W 100A FUSES 600V 22K AIC ISC 11,364A 1 SECONDARY 1st REVIEW TN 2nd REVIEW CS 4#2,#4G1-1/2"C (APPROX.24 5 L.F.) ISC 4,770A a - EXISTING 600A PANEL"IT"1201208V giittekR 0 0 304W REMOVE EXISTING 3i' CONDENSERCIRCUITS&USE CU-1 EXISTING FAN COIL CIRCUITSFOR co z ! ® NEW FAN COIL UNITS O PANEL"HA"100A MCB - 31` 277/480V30 4 W 600V 10K AIC CU-3 I NEMA 3R 15A [ w _ ■ z " w a 5935 SOUTH ZANG STREET,SUITE 280 LITTLETON,COLORADO 80127 I 3#12 3/4"C OFFICE.303.932.9974 9 3#10,#8G 3/4"C 3KVA TRANSFORMER WI =/NO REG `� 1 4 80V 10 PRIMARY ■■.■■■P■ co 120/240V 10 SECONDARY 4... ."0.‘ vy O// 0 II. 120/24 OV"HVAC ��• Z� /j Co MAINTENANCE"30A/2P S 5418 : , O DISCONNECT W/20A FUSES • o• •c, /'•VAY 15 20181,1 1: 2#12,#12G 3/4"C •_ _■•.�� 1%%s�ONA . �_-_ I- II' z z GFCI WP. w 0 ONE LINE DIAGRAME LL Lu E E Co ELE7 . 00 2 - NOT USED 1 -CONCEPT-ONE LINE DIAGRAM ABBREVIATIONS 1.DRAWINGS ARE NOT TO BE SCALED,WRITTEN DIMENSIONS TAKE PRECEDENCE, @ AT H.M. HOLLOW METAL AND THIS SET OF PLANS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES \ ;4 0 CL CENTERLINE HORZ. HORIZONTAL ONLY,UNLESS NOTED OTHERWISE.THE GENERAL CONTRACTOR'S SCOPE OF WORK , : A DEGREES HR. HOUR SHALL INCLUDE FURNISHING ALL MATERIALS,EQUIPMENT,LABOR,AND ANYTHING NEWPA e( 0 DIAMETER HT. HEIGHT ELSE DEEMED NECESSARY TO COMPLETE INSTALLATIONS AS DESCRIBED HEREIN. REFER TO BID PACKAGE FOR MORE DATA. 2000 A/C AIR CONDITIONER ILC INTEGRATED LOAD CENTER CAN Q APPROX. APPROXIMATE INT. INTERIOR 2.PRIOR TO THE SUBMISSION OF BIDS,THE CONTRACTORS INVOLVED SHALL VISIT PROJE ARCH. ARCHITECTURAL THE JOB SITE AND FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE A.F.F. ABOVE FINISH FLOOR L.F. LINEAR FEET PROPOSED PROJECT WITH THE CONSTRUCTION AND CONTRACT DOCUMENTS,FIELD sl + 'TOO]1# A.F.G. ABOVE FINISH GRADE LTE LIMIT TO EXTEND CONDITIONS AND CONFIRM THAT THE PROJECT MAY BE ACCOMPLISHED AS SHOWN TOW NLOf ALU ALCATEL LUCENT PRIOR TO PROCEEDING WITH CONSTRUCTION.ANY ERRORS,OMISSIONS,OR APPROVED ATS AUTOMATIC TRANSFER SWITCH MAX. MAXIMUM DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE 241 E6122/21511$DRIVE AWS ADVANCED WIRELESS SYSTEM MECH. MECHANICAL ARCHITECT/CONSTRUCTION ENGINEER IN WRITING. Vf2L'000301AM 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 JT 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 C 10/18/17 DESIGN REVIEW JT DIM. DIMENSION PCS PERSONAL COMMUNICATIONS NOTIFY CONSTRUCTION ENGINEER. DISC. DISCONNECT SERVICE D 11/13/17 D.R.B.COMMENTS JT 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 D.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 GWB. 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 HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT,DEBRIS,RUBBISH giittikR EASEMENT n AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY, PREMISES SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS,DUST, Cl) LEASE LINE © ENLARGED VIEWI OR SMUDGES OF ANY NATURE. 0 12.THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE ce PROPERTY LINE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. w Il n 0 ELEVATION CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR : • w z WOODEN FENCE MARKER OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT 5935 SOUTH ZANG STREET,SUITE 280 EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS LITTLETON,COLORADO 80127 X CHAIN LINK FENCE IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS.THE BIDDER SHALL BEAR OFFICE:303.032.9974 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. p OHE (E)OVERHEAD ELEC. 3 NOT USED `' Csp AFic,c, 9 SECTION CUT I �/� I� SS (E)SANITARY SEWER t CO z CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON �V CHARLES N. 00 W (E)WATER LINE THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY r.1 �� © DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. STEC Y w T (E)TELCO CABLE , EXTERIOR ELEVATION I * C THESE DRAWINGS ARE TO SCALE WHEN PLOTTED ON 11X17 SHEET. FIBER (E)FIBER CABLE CALL BEFORE YOU DIG-COLORADO LAW REQUIRES 3 WORKING DAYS NOTICE FOR N� NO.202802 Q E (E)ELECTRICAL ©!qv INTERIOR ELEVATION CONSTRUCTION PHASE. 1 �►` ,PO COAX (E)COAX CABLE THESE DRAWINGS MAY NOT SHOW ALL UNDERGROUND PIPING AND UTILITIES.THE OF CCA:-. CONTRACTOR SHALL EXERCISE EXTREME CARE DURING ALL EXCAVATION AND OTHER r 0 REVISION NUMBER CONSTRUCTION ACTIVITIES. z wUTILITY NOTIFICATION CENTER OF COLORADO-1-800-922-1987 C9 GENERAL NOTES E THE CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY LOCATES AND UTILITY RELOCATIONS UNDERGROUND SERVICE ALERT LL w REQUIRED FOR THIS INSTALLATION.THE CONTRACTOR WILL SCHEDULE AND COORDINATE UTILITY NOTIFICATION CENTER OF COLORADO i2 NEW WORK COLOR LEGEND ALL WORK WITH THE OWNER TO ENSURE NO DISRUPTION TO OWNERS OPERATIONS. 1-800-922-1987 w %1J1 WWW.UNCC.ORG GENERAL CONSTRUCTION SOW SUBCONTRACTORS SHALL VERIFY ALL PLANS&EXISTING DIMENSIONS&CONDITIONS ON a DC POWER/REFRIGERANT THE JOB SITE&SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY 3 WORKING DAYS UTILITY NOTIFICATION PRIOR TO G1 . 00 PENETRATIONS DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME CONSTRUCTION 4 -ABBREVIATIONS, SYMBOLS& LEGEND 2 GENERAL CONTRACTOR NOTES 1 GENERAL NOTES i �t o OF 1,4 1.DO NOT SCALE DRAWINGS.VERIFY DIMENSIONS IN FIELD PRIOR TO 11.VERIFY EXACTLOCATIONSOF EXISTINGAND NEW UTILITIES,PIPING,AND RACEWAY 33.SUBMIT A WRITIEN BALANCE REPORT BY A NEBB OR AABCCERTIFIED BALANCING \, 1 COMMENCEMENT OF WORK.REFER TO ARCHITECTURAL DRAWINGS FOR ALL SYSTEMS IN CEILING SPACESABOVEAND BELOW SPACE. CONTRACTOR.BALANCINGPROCEDURES SHALL BE IN ACCORDANCE WITH NEBS OR S C DIMENSIONS. AABC GUIDELINES FOR PROPORTIONAL BALANCE.SUBMIT REPORT ON STANDARD NEWPA e 12.ALL DUCTWORK,DIFFUSERS,PIPING,FIXTURES,AND EQUIPMENTSHOWN IN LIGHT NEBB FORMS OR SUBMIT FORMS FOR REVIEW PRIORTO BALANCING.MEASUREMENTS 2000 j 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 CAN 4. Qr KNOWLEDGEABLE IN THEIR RESPECTIVE AREAS OF THE CONSTRUCTION INDUSTRY WHERE NOTED. RPMS;STATIC PRESSURE AT INLETAND OUTLETOF ALL PACKAGED EQUIPMENT; PROJE AND SHALL PERFORM IN A RESPONSIBLE MANNER WITH ESTABLISHED CONSTRUCTION TEMPERATURE DROP AT ALL COILS. 0 ei i SEQUENCE,SHALL RECOGNIZETHE PRIORITY OF THE CONSTRUCTION DOCUMENTS, 13.OFFSET PIPING,DUCTWORK,ETC.AS NECESSARY TO ACCOMMODATE STRUCTURE, SI 'ar iCO]' 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 TOW WOE CONSTRUCTION DOCUMENTS ARE UNCLEAR OR INCONSISTENT. LESS THAN 90%,INVESTIGATE CAUSE,ATIEMPTTO RECTIFY AND NOTIFY ENGINEER. • APPROVED 14.ALL EXISTING SUPPORTRODS AND STRAPS NOW SUPPORTINGDUCTS,PIPES,AIR SUBMITIAL OF BALANCE REPORT WITH LESS THAN REQUIRED FLOWS WITHOUT 241 E6122011 8 DRIVE 3.SUBCONTRACTORS SHALL BE RESPONSIBLE TO NOTIFY THE PRIME CONTRACTOR OF TUBING,ELECTRICAL CONDUIT,ETC.THAT ARE REMOVEDTO ALLOW ROOM FOR EXPLANATION IS CAUSE FOR REJECTION OF REPORT. v12t00E0O1 AW 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 ADDITIONTO 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 WILLN P.E. OF THE ARCHITECT,OWNER,AND ENGINEER. A.EACH BIDDERSHALL EXAMINE THE BIDDING DOCUMENTS CAREFULLY,AND NOT 34.SUPPORTPIPE 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 REQUESTTO 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 BARECOPPER 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 HANGERSARE NOT SUFFICIENT,WIRAPPING PIPE WITH TAPE NOT INTERPRETATION OR CORRECTION BY ADDENDUMSHALL BE BINDING.NO BIDDER ACCEPTABLE. A 9/1 5/1 7 CONCEPT JT SHALL RELY UPON INTERPRETATIONS OR CORRECTIONS GIVEN BY ANY OTHER 17.ALL WORK OF ALL TRADES MUST BE IN STRICTCOMPLIANCE,OR EXCEEDTHE B 10/11/17 CD REVIEW 90% JT METHOD.IF DISCREPANCIES,AMBIGUITIES,INCONSISTENCIES,OR ERRORS ARE NOT MINIMUM MATERIAL AND METHOD REQUIREMENTS OF THE ADOPTEDCOLORADO 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 JT THEIR BID,LABOR MATERIALS AND METHODS OF CONSTRUCTION RESULTING IN PLUMBING CODES,FIREAND 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 AMENDMENTSAND 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 CONFLICTBETWEEN 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)BRAZINGFILLER METALS:AWS A5.8,BCUP SERIES,COPPER-PHOSPHORUS ALLOYS FOR JOINING COPPER WITH COPPER. B.FAILURE TO REQUEST CLARIFICATION DURING THE BID PERIODOF ANY 18.PAY FOR AND SECUREALLREQUIRED 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.ABOVEGRADE,UP THROUGH 2-1/2";TYPE RESPONSIBILITIES.THE SIGNING OF THE CONTRACT WILL BE CONSIDEREDAS "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 PERIODOF ONE YEAR AFTER 37.INSULATEALL REFRIGERANT PIPING WITH U.L.APPROVED,CLOSED-CELL SPECIFICATIONS. OWNER'S ACCEPTANCE.DEFECTSSHALL BE PROMPTLY REMEDIED WITHOUT COST TO INSULATION.ALL MATERIALS SHALI HAVE A SMOKE DEVELOPED RATINGOF 50 OR LESS THE OWNER. AND A FLAME SPREAD RATINGOF 25 OR LESS.INSULATIONSHALL PASS 5.PROVIDE A BASE BID WHICH SHALL INCLUDE ONLY SPECIFIED EQUIPMENT OR UNINTERRUPTED THROUGH HANGERS.ALL RAW EDGES OF INSULATION SHALL BE EQUIPMENT LISTEDAS EQUIVALENT.NO SUBSTITUTIONSFOR THE LISTED EQUIPMENT 20.SUBMIT RECORD DOCUMENTS TO ARCHITECT.DOCUMENTS SHALL INCLUDE All NEATLY TRIMMEDAND SEALEDWITH MASTIC, SHALL BE ALLOWED IN THE BASE BID. ADDENDUM ITEMS,CHANGE ORDERS,ALTERATIONS,REROUTINGS,ETC. A.INSULATIONTHICKNESSBELOW BASED ON INSULATIONCONDUCTIVITYVALUENOT 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 EXCEEDING0.27 BTU'IN/(HWFT'2-F): DRAWINGS IS THE BASIS OF DESIGN.OTHER MANUFACTURERS LISTEDARE OPERATION PRIOR TO ACCEPTANCE BY THE OWNER. CONSIDEREDGENERAL 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 314AND SMALLER B.COORDINATION OF GENERAL EQUIVALENTS AND SUBSTITUTIONS:WHERE ALL CODE REQUIRED TESTS OR SYSTEMS.IF TESTS OF WORK ARE DEFECTIVE, CONTRACT DOCUMENTS PERMITSELECTION 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 SUBSTITUTIONSAREAUTHORIZED,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 HANDLEDAND INSTALLED AS PER PROVIDE ENGRAVED PLASTICSIGN ON OR NEAR SPECIFIED EQUIPMENT. 1)PROVIDE NECESSARY ADDITIONAL ITEMS SO THAT SELECTED OR SUBSTITUTED ITEM MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. giittekR OPERATES EQUIVALENT TO THE BASIS OF DESIGN AND PROPERLY FITS IN THE 39.ALLCONTROL 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 DATAAT ONE 0) TIME.SUBMITTAL SHALL BE BOUND AND INDEXED IN A NEAT AND ORDERLY MANNER. O 2)PROVIDE ALL FEATURES WHICH ARE STANDARD ON THE BASIS OF DESIGN PLUS ANY PARTIAL SUBMITTALS WILL BE REJECTED. F SPECIFIED OPTIONS. g 25.FAILURE TO ORDEROR RELEASE ORDER FOR MATERIALS AND/OR EQUIPMENT WILL I- 3)BE RESPONSIBLE FOR ASSURING THAT PIPING,CONDUIT,AND OTHER SERVICE NOT BE ACCEPTED AS A REASON TO SUBSTITUTE ALTERNATE MATERIALS,EQUIPMENT, - - - Z LOCATIONSFOR GENERAL EQUIVALENTS OR SUBSTITUTIONS DO NOT CAUSE ACCESS, OR INSTALLATION METHODS. - • wSERVICE,OR OPERATIONAL DIFFICULTIES ANY GREATER THAN WOULD BE 5935 SOUTH ZANG STREET,SUITE 280 a_ ENCOUNTERED WITH THE BASE DESIGN. 26.PROVIDE NECESSARY SUPPORTS.SAWCUTTINGAND PATCHING,ETC.,AS LITTLETON,COLORADO 801 27 REQUIRED.PATCH TO MATCH EXISTING FLOOR LEVEL. OFFICE:303.932.9974 6.INASMUCH AS DESIGN FOR REMODELAND/OR REHABILITATION REQUIRES THAT CERTAIN ASSUMPTIONS BE MADE REGARDING EXISTING CONDITIONS,AND BECAUSE 27.REPAIR ALLACCIDENTAL OR INTENTIONAL DAMAGETO MATCH EXISTING _ QD D C^� ,`1 SOME OF THESE ASSUMPTIONS CANNOT BE VERIFIED WITHOUT DESTROYING CONSTRUCTION WITH NO NOTICEABLE DIFFERENCE IN CONTINUITY,APPEARANCE OR REG/ OTHERWISE ADEQUATE OR SERVICEABLE PORTIONSOF THE BUILDING,THE ENGINEER FUNCTION. --., •••••• ' CANNOT ASSURETHE OWNER OR THE CONTRACTOR THAT THE PROFESSIONAL : •! o P!•. _ 2 CONSULTING SERVICES HEREIN ENCOMPASS ALL CONTINGENCIES.FIELD 28.FIRE STOPPING REQUIREMENT.PENETRATIONS THROUGH RATED WALLS AND O�.pN Y� •T O COORDINATION DURING CONSTRUCTION IS IMPERATIVE.MAKE REASONABLE FLOORSSHALL BE SEALED WITH A MATERIAL CAPABLE OF PREVENTING THE PASSAGE V• ` / O ALLOWANCES FOR UNSEEN CONDITIONS. OF FLAMESAND HOT GASSES WHEN SUBJECTED TO THE REQUIREMENTS OF THE TEST • ��1/ Z•� /// w STANDARD SPECIFIC FOR FIRESTOPS ASTM-E-81 4.ACCEPTABLE MATERIALS INCLUDE: •• 5418 ••• i O 7.THE EXISTING BUILDING WILL BE OCCUPIED BY THE OWNER DURING DOW CORNING RTVFIRESTOP FOAM FOR BARE PIPE,METAL CONDUIT,AND �� �� CONSTRUCTION.CONTINUED OPERATION OF THE FACILITY SHALL NOT BE HINDERED ELECTRICAL CABLE;3M FIRE DAM 150 CAULK FOR BARE PIPE,METALCONDUIT,AND •moi BY THIS WORK.CONTRACTOR SHALL ACCOUNT FOR ALL ADDITIONAL COSTS WHICH BUILDING CONSTRUCTION GAPS;3M CP-25 CAULK AND FS-1 951NTUMESCENTSTRIPS 1°p.pEC 14 201 Z•�, MAY BE INCURRED DUE TO THE DIFFICULTY OF WORKING OVER AND AROUND FOR INSULATED PIPES,PLASTICPIPE OR CONDUIT,AND ELECTRICAL CABLE.SUBMIT UL ••.C... EMPLOYEES,FURNITURE,EQUIPMENT,ETC.;AND DUE TO THE HOURS OF THE DAY IN LISTEDAPPLICATION DATA FOR EACH TYPE OF PENETRATION ENCOUNTERED.BUI LDING C � S' WHICH AN AREA MAY BE ACCESSIBLE WHEN COMPILING HIS BID. 29.SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR ALLCEILING PENETRATIONS 1,� �NA `__ z 8.BE RESPONSIBLE TO FIELD VERIFY EXISTING EQUIPMENT OR DUCTWORK REMAINING AND AIR DEVICE LOCATIONS. Q 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, O OR TO MAKE NEW WORK MEET EXISTING CONDITIONS,WHETHER INDICATED OR NOT. ELECTRICAL,LANDSCAPING,AND INTERIOR DESIGN DRAWINGS PRIORTO MECHANCIAL NOTES E INSTALLATION. w 9.SUBCONTRACTOR SHALL VERIFY EXISTENCE AND LOCATION OF ALL UTILITY c_.-5, SERVICES AND COORDINATE AS REQUIRED BY THEIR RESPECTIVE AREA OF THE 31.CAREFULLY VERIFY ELECTRICAL SERVICE VOLTAGE AND PHASE AVAILABLE. CONSTRUCTION,NOTIFYING THE PRIME CONTRACTOR OF VARIATIONS OR CONFLICTS. O32.MOUNT ALLSTATS AT 48"A.F.F.IN"ACCESSIBLE"AREAS,4'6"A.F.F.IN OTHER AREAS, 0 10.IF NOT SPECIFICALLY DEFINED IN THESE CONSTRUCTION DOCUMENTS,MATERIALS UNLESS NOTED OTHERWISE(REFER TO ARCHITECTURAL),COORDINATE LOCATION O O AND/OR EQUIPMENT SHALL BE IDENTIFIEDBY THE SUBCONTRACTOR WITH SUFFICIENT TIME TO ALLOW SELECTION,PURCHASE,AND DELIVERY TO MAINTAIN CONSTRUCTION WITH WALL FINISH,AND TO AVOIDCASEWORK,FURNITURE,DOORSWINGS,HEAT SOURCES,AND EXTERIOR WALLS(COORDINATE WITH ARCHITECT AND OWNER). SCHEDULE. NOTIFY ENGINEER OF ANY CONFLICTS PRIOR TO BEGINNING THERMOSTAT •■ INSTALLATION. M OF ,4 , .14,i 111 9 0 0 ® 0 14 0 NEWPA 2000 4 CANt 13, 4• PROJE1. + CONDUITSABOVE 2'x2'STEEL BAR SI GRATING RETURN • OJ' I 1 1 GRILL(TYPOF4) 1 1 TOWN • I 1 RE:ARCH. APPROVED 241 EsavarteDRIVE 4 Vt2LOOLOO11751N Al - — _ — L I7, _._ JNEW(9)PAIRSOF V lJ CONSULTANTREFRIGERANT LINES TO I IVERN WILLSON P.E. PENETRATE UP TO LEVEL3 0 0 0 0 APPROX 245L.F. li[i_k iv T (APPROX ® 1 u ig N N ®� - Z ® `— 7 — - 3083WHITE OAKST. EXISTINGELEVATOR CORE 1 m I m LV 1 ® m HIGHLANDS RANCH, 80129 PHONE:3 03.883.2208 D I W Qr 1 W 0 NEW CONTROLER OFC / BELOW(TYP OF 3 I . \ 0 0 III A 9/15/17 CONCEPT JT O II t r _ B 10/11/17 CD REVIEW 90% JT ❑ -jjQ �� I D C 10/18/17 DESIGN REVIEW JT 0 q EXISTING4"DRAIN D 11/13/17 D.R.B.COMMENTS JT E 11/16/17 D.R.B.COMMENTS JT (3)EXISTING AIR EXHAUST NEW 3/4"CONDENSATE PIPE FROM EXISTING MEZZANINE F 12/01/17 D.R.B.COMMENTS JT AND INTAKE SHAFT'S EACH FC UNIT TO 1"CONDENSATEPIPE ACCESS HATCH 0 12/14/17 CD ISSUE JT TO THIS PIPE TO MAIN DRAINPIPE 1Q 03/05/18 PL REVCOMMENTS JT NOTE:CONFIRM REFRIGERANT PIPING SIZE WITH MANUFACTURER BASED ON LENGTH&SIZE OF EQUIPMENT \\\___/- t1st REVIEW TN 2nd REVIEW CS 2-ENLARGE LEVEL 1 MECH. RCP 1/16"=1'-o" 8 O 10 11 co11 11 11 giittekR am amm• IIMD--- - - 0 g EXISTING BUILDING ROOF II w OVERHANDABOVE _ _ z . • CoI- NEW(9)PAIRSOF REFRIGERANT LINES TO 593 5SOUTH ZANG STREET,SUITE 280 a PENETRATE UP TO PENETRATE BELOW LITTLETON,COLORADO80127 LEVEL4 CONCRETEDECKING INTO LEVEL3 OFFICE.303.932.9974 2.9974 EXISTINGCONCRETE WALL CEILING(APPROX245L.F.) 0 I _---.--,pp REGI` sl z 1 g • I J O: ON.o..0 Mk AM ilk0 �� 44214wNEW CONCRETE PAD RE:ARCH. —' • 418 S i • ' \ i (3)NEW 12 TON A/C \ii_._ piailVy11ss •• G c — CONDENSERATTACHED TO �%%' NEW PANEL,TRANSFORMER,AND 1\1� i ONAL CONCRETEPAD ", - VV DISCONNECT SWITCH ONH-FRAME z •-711.50*-‘--- RE:ELEC. 0i ` ' Alk �� MECHANCIAL PLANS w w 0_ E Co EXISTINGTREE IF M2 • 00 i -4741 \,W- ,n AA/11 1 -SITE PLAN 1/8"=1'-0" *Ai OF ko s"44,... NEWPA e 2000 CAN I ii., 4r PROJE sl #, qOj'0 TOW NL • APPROVED 241 E612212018 DRIVE V12t00C001AM 10 12IC-1--) 1CONSULTANT VERN WILLSON P.E. • 3083 WHITE OAK ST. FIRE TOP PENETRATION RE:ARCH. HIGHLANDSRANCH,co 80129 LEVEL 2 PARKING • \ PHONE:303.883.2208 CORE THRU CMU WALL FOR(18) •_ REFRIGERANT LINES&(1)1-1/2" CONDUIT A 9/15/17 CONCEPT JT B 10/11/17 CD REVIEW 90% JT C 10/18/17 DESIGN REVIEW JT NEW POWER AND REFIGERANT D 11/13/17 D.R.B.COMMENTS JT LINES TO PENERATE UP TO LEVEL3 E 11/16/17 D.R.B.COMMENTS JT CEILING(APPROX 245L.F.) NEW RETURN AIR EXISTING 600A F 12/01/17 D.R.B.COMMENTS JT FIRE STOP PENETRATION RE:ARCH. VENT'S IN FLOOR PANEL 0 12/14/17 CD ISSUE JT (TYP OF 4)RE:MECH. (5)NEW FAN COIL UNITS EXISTING EXISTING ATTACHED TO CONCRETE CONCRETETEE TRANSFORMER DECK RE:1/M3.00 ABOVE Al — — — — HHH I. ' ' — 1),1 II — r� n I—_, �r F 1 11 II 1 II 11 I I III— II 111— 1 1 Iu II 1 1 IIII , I H 111 N N 111 1111 HI NI „,. EXISTING ELEVATOR CORE 11 \ 3 1 11 \ 4C 11 11 11 \ 5 II T \ 6 11 11111 \ 7C II I1 ,/ Al_ H 1 H H H H H 11 H H U II 11 1,11EXISTING 1st REVIEW TN 2nd REVIEW CS LV I 111 LV III 1111 LV III II LV X` LV I DISCONNECTWITCH X� X� I IIII 1 I U `v �� SWITCH IIII 'It III I' I � III III III III III �I L.111 II III IIII IIII III 111 \ 1 11 1”NEW CONDENSATE 1 II NEW A/C SUPPLYDUCT 111 1111 111 1 1 EXISTINGACCESS BREAK ROOM PIPE TO EXISTING DRAIN ROOMDOWN INTO TYP EQUIPMENTIII11 1111 1 1111 HATCHgiittekR 1 11 3/4"NE1111 W CONDENSATEI IDE 1111 RE:MECH.I PIPE(TYP)I EACH UNITC1111 111 1111 111 11 III NEW 100A/3P 11 2'°DEEP TRAP(TYP)NNECT TO 1" cul II 1111 1111 I11 1111 111 1111111111 11 DISCONNECT co11111° SWITCH FOR NEW H Illi 111 III IIII 111/ III 111 (I(I HI IIII HPI I""I III 111 IIII IIII W PANELAT CU 0- I I LOCATIONRE:ELEC. z _ ■ W Ii 5935 SOUTH ZANG STRE LITTLETON,COLORADO80127ET,SUITE 280 OFFICE:303.932.9974 EXISTING CONCRETE PARKING GARAGE _---- oo D C^\`,`1 WALL REG •. o v�•.•_r 0Z -,..;,,,?...co � •O// 0 .� O. // Z• z 5418 °o�EC14 2017.. ,c c` ,�'3 f........•' — It• ONAI �_ I- z NOTE: w NEW FAN COIL UNITS TO BE MITSUBISHI MODEL#:PVFY-P48EOOB MEZZANINE MECH. PLAN 0_ LL LU 0_ w IP M2 . 10 1 -MEZZANINE LEVEL MECH. FLOOR PLAN 1/8"=1'-0"" .-.-- .4"44.. FAN COIL SCHEDULE(DX COOLING) �`� 115 S 4 NEW PA e FAN COOLING COIL HEATING 2000 COIL CANS ii, 6 ELECTRICAL AIR CONDITIONS MANUFACTURER \ MARK TYPE &MODEL# REMARKS PROJE sl + \ CFM V @ ALT KW MCA MOCP VOLT/ TOTAL SENSIBLE SENSIBLE '111:10D' i N` (IN WC) PH MBH MBH MBH I TOWNOF - DROP IN ANCHOR APPROVED 241 E6amnia @ 4'-0"O.C.(TYP) m m MITSUBISHI DRIVE vTHRUv HORIZONTAL 1,400 0.50 .362 5.63 15 208/1PH 48.00 48.00 54.00 PVFY-P48E0OB A,B VI2LOOE081AM 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 HIGHLANDS PHONE:33 3.83.2 080129 z 5/8'0 THEADED ROD v AIR COOLED CONDENSING UNIT SCHEDULE A 9/15/17 CONCEPT JT N. B 10/11/17 CD REVIEW 90% JT C 10/18/17 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 DUTY AT AMBIENT OPER. MANUFACTURER F 12/01/17 D.R.B.COMMENTS JT MARK SYSTEM CAPACITY ALTITUDE TEMP.DB MCA VOLT/ MOCP WEIGHT &MODEL# REMARKS 0 12/14/17 CD ISSUE JT COMPONENT I (TONS) (MBH) (�F) PH (LBS) FLOOR mTHRU m ONE CU PER 12 126 72 27 480/3PI- 60 662 MITSUBISHI A 0 © THREE FAN COIL PUHY-P144JMU-A(-BS) 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 SYMBOL MFR&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&ASSOCIATED m GREENHECK 24x N/A ALUMINUM N/A WHITE DIRECTONAL SUPPLY GRILL CONDENSING UNITS. 024 4.FAN COIL UNITS SHALL OPERATE IN A LEAD-LAG.ALL FAN COIL - — - UNITS W ILL BE OPERATED AT HIGH FAN SPEED AT ALL TIMES. 9iltiEtkR 5. CONDENSING UNITS SHALL MODULATE AS NECESSARY TO MATCH - - ASSOCIATED FAN COIL UNITS LOADS. co z CU-1 CU-2 CU-3 0 F Q cC F- _ _ — w _ : . . — z FILTER W/ACCESS PANEL w d 5935 SOUOFFICE:TH ZANG STREET,SUITE303.932.9974 280 LITTLETON,COLORADO 80127 NEW FAN COIL UNITS RE:MECH _rl__(-1 _(Th __.,pO REG `%I, Z RETURN IV UNISTRUT r1 /1 n r1 i s••O� w�• 'il II THREADED ROD AND • •` p O / u> EC cn cn cn <n cn cn cC o. is // SUSPENSION CEILING / •� Z I . HANGERW/SPRING ro Co ro ro / • 5418 •/ (n (n ii,-. (a (6 u) (n in- (n • / 0 VIBRATION ISOLATERS _ _ _ J _ _ _ _ _t %'0 • •szt'/ • REFER TO MFGR SPECS. cC Ir cC ce cC ce cC cC cCii 4/, ••QEC 14 2017• QA 00 co .a. co .a. co ip ip /mit` • •• co NEW SUPPLY AIR (11 ••••••••••••• .r.DUCTW/NO GRILLE /1%\ °NA . — N N /0 M 7 N it) M (p N W / O) 3/4"CONDENSTATE DRAIN W/2' D7 s-U D 0 D U 0 D 0 D U 0 D 0 D U z TRAP PIPE TO 1"CONDENSTATE 0 IL 0 IL 0 w 0 IL 0 u- 0 w 0 w 0 IL 0 u- cC PIPE TO APPROVED RECEPTCIAL MECHANCIAL 0 (DRAIN PIPE)PROVIDE FLOAT SWITCHIN T SCHEDULES w cc SECONDARY CONDENSATE PAN W/ ui 3/4"CONDENSATE DRAIN LINE J L.' O 6"x6"x3"D CATCH BASIN INSTALL M 3 • 0 0 w@ 1 @ FLOOR LEVEL THERMOSTATS BY MFR PAR-31 MAA CONTROLLER FOR LEAD LAG FAN COIL OPERATION(TYP OF 3)CONTROL W IRINGPER MFG SPECIFICATIONS SYSTEM PIPING AND CONTROL DIAGRAM 1 - HORIZONTAL FAN COIL UNIT INSTALLATION F ..% CROWN , , ,. ..„, „,,, 0 N_ __ .. EWPA e( VA� AN *,..• SITE NAME: TOWN OFVAILHUB 2CA"` 13, IrP5:tr CASTLE PROJECT NEW A/C UNITS PROJE si �o #+ TOWNL APPROVED SITE ADDRESS: 241 E. MEADOW DRIVE 2411 DRIVE VAIL, CO 81657 PHOTO SIMULATION VICINITY MAP DRAWING INDEX CONSULTANT SHEET DESCRIPTION • T1.00 TITLESHEET - 85 MILES G1.00 GENERAL NOTES 1 A 9/15/17 CONCEPT JT A1.00 SITE PLAN B 10/11/17 CD REVIEW 90% JT • ' *` C 10/18/17 DESIGN REVIEW JT . A2.01 ENLARGE LEVEL3 FLOOR PLAN S.FRONTAGE RD A2.00 ENLARGE LEVEL4 FLOOR PLAN D 11/13/17 D.R.B.COMMENTS JT SITE E 11/16/17 D.R.B.COMMENTS JT / , < �� A2.02 ENLARGELEVEL2FLOORPLAN -�- i'1 DF 12/01/17 D.R.B COMMENTS JT -:2--_,,-7.-__-- 4,:=-7 , A2.10 DEMO ENLARGE FLOOR PLAN 0 12/14/17 CD ISSUE JT- - E.MEADOW DR. A2.20 NEW ENLARGE LEVEL 1 FLOORPLAN A. 03/05/18 PL REVCOMMENTS JT A2.30 DEMO ENLARGE MEZZANINELEVEL FLOOR PLAN r A2.40 NEW MEZZANINE LEVEL FLOOR PLAN L- A2.50 NEW ENLARGE LEVEL 1 RCP i - A3.00 ENLARGE ELEVATION&SECTION R • �! A4.00 FOUNDATION PLAN&NOTES 111111111A4.10 DETAILS A4.20 FIRESTOPPING DETAIL ��/1�� A5.00 HOT AISLE CONTAINMENT DETAILS N M1.00 MECHANCIAL NOTES NOT TO SCALE M2.00 MECHANCIAL PLANS 1st REVIEW TN 2nd REVIEW CS DIRECTIONS M2.10 MEZZANINE MECH.PLAN M3.00 MECHANCIAL SCHEDULES FROM DENVER iy "- •I-70 WEST TOWARD GRANDJUNCTION.EXIT 176 TURN LEFT,GO TO E1.00 ELECTRICAL NOTES&SYMB OLS TRAFFIC CIRCLE (85 MILES) s E2.00 ELECTRICAL PLANS •TURN RIGHT ONTO E.FRONTAGE RD. (0.4 MILE) E6.00 PELSCHEDULES •TURN RIGHTAFTER VILLAGE CENTERDRIVEINTO PARKING GARAGE. giittekR _ sZ-221.111 = E7.00 ONE LINE DIAGRAME ? •SITE IS WITHIN PARKING STRUCTURE. oAs R F • PROJECT DATA _ - - _ z ii d .. -. L• JURISDICTION TOWN OF VAIL 5935 SOUTH ZANG STREET,SUITE 280 PR APN 210108227002 LITTLETON,E:303OR.9974 27 OFFICE:303.932.9974 • ZONING DESIGNATION NOT DESIGNATED _�,,;_0.--... EXISTINGB UILDING p _ • �i���� OCCUPANCY GROUP S-2 SsD Ari(+L, � / CONSTRUCTION TYPE I-B �`,� '7/1` = FULLY SPRINKLERED FULLYSPRINKLED `V �� p s i�� _ - NO.STORIES 3 W/ROOFTOP PARKING CHARLES N. A Z •!i� �� -� _ * STECKLY W - W ,_ ,_ /#/ ce •�- - 11 _- OA No. 802 40 PROJECT DESCRIPTION l '. R_ 3 20 ,, •REMOVE SPLIT SYSTEM A/C UNITS GOVERNINGCODES: 0 OF C0`0 z •INSTALL NEW SPLITSYSTEM A/C UNITS ALONG WITH NEW ELECTRICAL EQUIPMENT 20151BC,2015 IFC, 2015 IMC, 2017 NEC w A.D.A.COMPLIANCE ETHIS FACILITY IS UNMANNEDAND NOT FOR HUMAN HABITATION TITLE SHEET w PROJECT TEAM w TOWN OF VAIL CLIENT ARCHITECT ELECTRICAL RON BRADEN NEWPATHNETWORKS,LLC CSAi VERNWILLSON P.E. d PHONE:970.904.5798 ERIN CHARLES SG STREET 3 83 WHITE E OAT.CONSULTINGINC. T1 . 00 116 INVERNESS DRIVE EAST 5935 S.ZANG STREET 3083 WHITE OAK ST. SUITE 280 SUITE 280 HIGHLANDSRANCH,CO80129 ENGLEWOOD,CO 80112 LITTLETON,CO 80127 PHONE:303.883.2208 PHONE:720.450.3011 CELL:303.210.8972 OFF ICE:303.932.9974