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DRB18-0237_Approved Plans_1529687156.pdf
*IA OF go ,,0401044160. i �0 15 7 r2 t s�lf�'* -�, °`'., �l w h .N. � f t .: . x v. NEWPA � L qu Lir. f1'I Obi` . :.� �' .a. • ar;r - - '�" liar<'� `� - 2000 ,i y� wb, • • ��a!!! •g ..aa - , > 1 �. t7 J.i_ - - ""'M t� +�'i11t CAN F `' PROJE si 0J 1 1131I UOD . pd pp p j1 t 1. sa T W Nd t m3 e. ,, t Pp' - 241 1.8 DR IVEmoi. IL000OQ1 _ f1 Yf / �Ih 1,y SY'� i'4j.1 A% V r „ ' .e CONSULTANT � r1 e 7 �,'•.,1,,,',•, P rr 1q -.111 -----:—:-.0 l_, � I I ' • { '+,I r '�•" ,¢��`s :er # q A , wq yti,���a m A ���4. 4, ' -'ti:'< `� 'h '�. „ _, �t` �.. 't st r-.'--;.1'`., .-�b 'I•,.>°"` -# //:///e-:-/--,"''. .'411 f� 1;,:' ';,e - '} � 1?"'�s��,*;,--*•-_- 1' e� r 1 YY,-,',A.;,'-';',1,',,I f�/ r n A /15/17 CONCEPT JT P - awr �i '{ _i - B 10/11/17 CD REVIEW 90% JT �,.T:, ���1� ___�a._ w . o C 10/18/17 DESIGN REVIEW JT gj f ////// //////// IJY///////% }, ,.�p41i�' ..r' � r'`'.�r ?p/ "i t , ,. E r S J7, •..t{��-. D 11/13/17 D.R.B.COMMENTS JT ��/// ��/IIi ��//— ' r id4�l it nA,hF to 1`�ii,'.. i€.r -.dl F ' `. -' %1-."s _di '• ',. 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 2 -SITE PHOTOS SOUTH FRONTAGE RD. E. \ / / 1st REVIEW TN 2nd REVIEW CS . (------ Q n ■ ■ n n I \ n n n LLI H (----1e giltiEte Z LU U LLJ I / ❑ ❑ of O J I `\ \':�//� - @ O LEVELHUB r z Q �� 8 Z 16,..0D: . \\V ■ — d NEW A/C UNITS ON NEW - . r,; ii= 5935 SOUTH ZANG STREET,SUITE 280 ONCRETEPAD / EXISTING VALPARKING GARAGE LITTLETON,COLORADO 80127 _ a — iM I/ n OFFICE:303.932.9974 I / , A t, r SED n��'T FUTURE CANTINA PATIO �`,�► r). oE. MEADOW DR. • CHARLES N. �� `' STECKLY o ASSUMED PROPERTY LINE SOUND ATTENUATION * * 60DB@ 1M FROM SOURCE ATTENUATION PRESSURE LEVEL(DB(A))@ 30.5M-30.31(DB(A)) (n� NO i04282002_, Q EXISTING HOTEL/RETAIL '� C Q0 OF col-N-•• z a Et u, u_ SITE PLAN w Et E w ® A1 • 00 1 -SITE PLAN 1"=100-0° heo CIF 1'4 4.,- 1111 ....:?.. ..ii 111,. 0 O IO 1O ‘\ ' fp, S C A2 — — — - I I NEWPA 2000 j CANt Qr Ar PROJE SI 0 #,•4 SCO]1 TOWNL • APPROVED 241 W DRIVE CONSULTANT 1 z Lu z a 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 LEVEL 3 RE:A2.01 A. 03/05/18 PL REV COMMENTS JT ROUTE NEW POWER AND REFRIGERANT LINES DOWN 1 liii ( 0 — - — TO LEVEL CEILING — r , o — A1 L_-I L—I 1--I LJ r� �\ EXISTING a \ ELEVATOR lot REVIEW TN 2nd REVIEW CS / 117 r L e--- ---- CORE EXISTING ROOF OVER -y ----- --A I HANG ABOVE I f� ✓I 34'-0"STEEL RAILING I I A\ NEW STEEL RAILING TO MATCH(E)RE:3/A5.00 I I I NEW POWER AND REFRIGERANT LINES TO PENETRATE BELOW LEVEL 4giittekR NEW COVERED CABLE TRAY T-rCONCRETE DECKING INTO LEVEL 3 RE:5/A4.10 I CEILING((2)6"0 CORES&1-1/2"0) I I SEAL WATER TIGHT RE:6/A4.10 co EXISTING PRE-CAST I z CONCRETE WALL I EXISTING POLE LIGHT \ ti to NEW CONCRETE PAD -— • 5935 SOUTH ZANG STREET,SUITE 280 RE:A4.00 �I—�I_ I _-, LITTLETON,COLORADO 303932.9974 127 1 I,Wi (3)NEW 12TON A/C UNITS -��a�° 9 �� ��� A��+ RE:MECH. • b $3'��-i'x 1,�1 =` -" 1-1171- �a■ lam_ '7i). � �, (3)EXISTING AIR EXHAUST 4� ). co z i1 � a �� AND INTAKE SHAFT'S C� O PROPOSED NEW GRADING THIS �;VA.4^ G a� • CHARLES N. c� U AREA TO LEVEL FOR NEW -'0 / ",'�Q�j�' (2)6"RJ&1-112"fd CONDUIT '1 STECKLY i 1�r•��� 3ll lk IiIiiIIIVr FUTU(1)NE1RC =ED SWIT TO H- AME E:ELEC. OF(;O1'O Lu �' � aiif ,ir��,.,� ENLARGELEVEL4 �� ��I` ,, �* FLOOR PLAN E /.4 'X r)r��-j<- EXISTING PINE TREE'S NOTES: rx ��40VP � Ar �4�'7 �``' ���1�/j 1. G.C.TO X-RAY PRIOR TO CUTTING/DRILLING NI, / , �� .��� THRU CONCRETE WALL'S AND FLOOR'S. s �'ryy��°,1 / mak- ����� 2. G.C.TO AVOID ANY STRUCTURAL STEEL IN 11 i 7'fl � ai9/i ��+�11�9� � CONCRETE WALL'S AND FLOOR'S FOR NEW \\ i 1� g�, t A2 • 00 V-".:14-400410Yj PENETRATIONS AS REQUIRED. 1 b� --e`,�l cr L1i/ ,/I\\J. /- - ���1�u a u� a` I'm 1 -SITE PLAN 1/8"=1'-0" MF...s:6,0:1iipriti 4, 8 O 10 NEWPA L 2000 H G - ii ❑ a CANS 13, TA PROJE +111041 : SI : °O O° TOWNL • APPROVED 241�( DRIVE I °O 0 VI2 OO:001AM °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 ce MECH. w ROOM _ : • z w d 5935 SOUTH ZANG STREET,SUITE 280 NEW POWER AND REFRIGERANT LITTLETON,COLORADO 80127 LINES TO PENETRATE BELOW OFFICE:303.932.9974 LEVEL 4 CONCRETE DECKING INTO LEVEL 3 CEILING /' /dIR 0 4/+ r�C j,)F 0 z I •V CHARLES N. ;-..% zo I I / `' �//� WALLEXISTING PRE-CAST CONCRETE STEC Y L J T * ,k (9 7N CORE THRU WALL FOR EXISTING AIR VENT SHAFT(TYP) NI ANO.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 FUTURECANTINAAREA 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 AVOID ANY STRUCTURAL STEEL IN O CONCRETE WALL'S AND 0- PENETRATIONSFLOOR'S FOR NEW AS REQUIRED. • O 1 1 -ENLARGE LEVEL 3 FLOOR PLAN 1/8"=1,-o" � � F 4 NEWPA e 414 .01 VA 2000 j 9 1 1 1 1 14 15 CANt PROJE SI 13,0 tk TOWNLO • APPROVED 241 E6A2M2048 DRIVE Vt9t00f001AM 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 @ LEVEL2 CEILING(NOT TO EXTEND LOWER THAN 7'-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"fd NEW A/C FAN COIL UNIT @ PENETRATIONS OR SAW CUT 6"x12" MEZZANINE LEVEL RE:A2.40 lot REVIEW TN 2nd REVIEW CS PROVIDE 1HR OPENING FIRESTOPPING AT WALL EXISTING 600A PANEL 1 PENETRATION RE:A4.20 PROVIDE 1HR FIRESTOPPING AT WALL PENETRATION RE:A4.20 / EXISTING TRANSFORMER I i Al _ C _I ii -El - - 7--- -' ROUTE NEW POWER AND EXISTING ACCESS HATCH giittekR REFRIGERANT LINES DOWN ELEVATOR 1 TO LEVEL2 CEILING ABOVE CORE — — — — DROP CEILING RE:A4.20 . I . z _- L1 Q BREAK \ EXISTING DISCONNECT SWITCH 0' ROOM r - _ z _ : ■ d O ^ I T - 5935SOUTEH 935SOUTH ZNANG STREET,SUITE 280 ® L� EXISTING PRE-CAST CONCRETE ® LITT OFFIC CO3.32.9040127 OFFICE:303.932.9974 WALL NEW 100/3P DISCONNECT SWITCH RE:ELEC. 1 1 +SsD AR%F z CHARLES N. C� 0 ST/ECY z N No.202802 O At- OF CO\-%" 1- z g ENLARGE LEVEL 2 ENOTEs: FLOOR PLAN w 1. G.C.TO X-RAY PRIOR TO CUTTING/DRILLING Fe THRU CONCRETE WALL'S AND FLOOR'S. w 2. G.C.TO AVOID ANY STRUCTURAL STEEL IN O CONCRETE WALL'S AND FLOOR'S FOR NEW a PENETRATIONS AS REQUIRED. ® A2 • 0 2 1 -ENLARGED LEVEL 2 FLOOR PLAN 1/16"=1'-0" (Plate *(1 CIF Pod z c NEWPA e 2000 j CAN 13, .15 PROJE 414 7 10 11 12 13 14 15 SI "-O." TOWNL - APPROVED CID]13431 41 241 IV20,20:�®DRIVE vlgk00X001(AM CONSULTANT JT O a 13—j— 0B C 10/18/17 DESIGN R V0/1/17 CD REVIEWIEW 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 / VERIZON WIRELESS EQUIPMENT SPACE / CROWN CASTLE EQUIPMENT SPACE / lot REVIEW TN 2nd REVIEW CS Al - - [ - L M - _� � ---tr --�\JJ LLJ — — — EXISTING ELEVATION CORE O I W DO I I I IP O 0000000n D� z jj ❑ ❑ ❑,� ���� 0 n n o! _,o L_J 1 �o , p O EXISTING(3)AIR EXHAUST AND REMOVE EXISTING WALL MOUNT FAN COIL UNITS(TYP) ct F INTAKE SHAFT w _ : ■ n. O — r • 5935 SOUTH ZANG STREET,SUITE 280 a or LITTLETON,COLORADO 80127 OFFICE:303.932.9974 } ��so) ARC/t/ zz �� CHARLES N. CIAo STECKLY co No. Baa o 0 N1.SURFACE REMOVE(6)FAN COIL REFRIGERANT LINES& 9 �, AR 3 20 i.P4 g / CONDENSATE LINES 2.PATCH AND PAINT WALLS TO MATCH ADJACENT of Coo 1- z W DEMO ENLARGE LEVEL LL 1 FLOOR PLAN w ct Fe W 0 A2 . 10 1 -DEMO ENLARGE LEVEL 1 FLOOR PLAN 1/16"_1'-o" , � ° CIF Pod /i z c NEWPA e inn 2000 j CAN PROJE 10 11 12 13 14 T SI ' lcroj 10 APPROVED NL - APPROVED 241 E61210 2(14®DRIVE V19k00 1 OLIN CONSULTANT 013 — 0 — 0 — 4 - - - - B 10/11/17 CD REV0% 4 A 9/15/17 CONCEPT JT 4 C 10/18/17 DESIGNIEW REVIEW JT 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 VERIZON WIRELESS EQUIPMENT SPACE CROWN CASTLE EQUIPMENT SPACE 1st REVIEW TN 2nd REVIEW CS Al — I! — • •uo,_.o--u — ——y-��� _ _ I[ –f EXISTING ELEVATION CORE I moo I I DD 0000000. I I 00 Q OE giittekR A. cn n ❑ ❑ ❑ 1 D . MI El o , DT ���D Z EXISTING(3)AIR O ✓ EXHAUST AND g INTAKE SHAFT ✓ _ _ _ w _ : ■ I11 O _ r 5935 SOUTH ZANG STREET,SUITE 280 a �1 LITTLETON,COLORADO 80127 OFFICE:303.932.9974 ��so) ARc ��F co 0 V� CHARLES N. c� oSTECKLY uJ W ,k * I— / N No. 2802 O ��'�13.2...9„,;.N9 CO z w - O NEW ENLARGE LEVEL 1 LL FLOOR PLAN w ct E2 W 0 A2 . 20 1 -ENLARGE LEVEL 1 FLOOR PLAN 1/16"=r-o" NEWPA 2000 j CANt Qr PROJE sl #, �� TOWNL1 - APPROVED 241 E6( P0J18 DRIVE Vt�L00f001(AM CONSULTANT 12 0 14 56'-8"MEZZANINE / / -IIIIIIIII' r ,‘„__ ilk, 11 VA A 9/15/17 CONCEPT JT B 10/11/17 CDREVIEW90% 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 CONCRETE TEE EXISTING 600A PANEL A/C UNITS AND SHEET ABOVE TYP) METAL DUCTS 0, A i l1 ■ w z N — 1st REVIEW TN 2nd REVIEW CS N EXISTING TRANSFORMER w 2 r----� --� ----� ---� ----� ----� Co I I I I I I I II I I I — ----� F----� F--- 1a --- --^-� F----� \ EXISTING DISCONNECT SWITCH \ / \ / \ / I / \ / > __ _ 9iittikR REMOVE VENT GRILLS AND PATCH EXISTING ACCESS HATCH OPENING TO MATCH ADJACENT SURFACE l) z 0 a A wz I — . ■ - — w 5935 SOUTH ZANG STREET,SUITE 280 LITTLETON,COLORADO 80127 OFFICE:303.932.9974 +SED AR% z / CHARLES N. C� STECKLY tPx No.202802 O OF CO\-"" z g DEMO ENLARGE w 0 MEZZANINE LEVEL w FLOOR PLAN cK E2 w o a ;; A2 ■ 30 1 -DEMO MEZZANINE LEVEL FLOOR PLAN 1/8"=1'-0" .."114... NEWPA e 2000 4 CANt 13, �• PROJE SI #,•4 Ig07 1 TOWNL • - APPROVED 7 7 .\ 13 241 X1.8 DRIVE S12t0000r¢IAM LEVEL 2 PARKING CONSULTANT II1111, EITHER CORE DRILL(2)6"0 PENETRATIONS OR SAW CUT 6"x12"OPENING I PROVIDE 1HR FIRESTOPPING AT WALL EITHER CORE DRILL(2)6"0 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 11/16/17 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 (TYP OF 4)RE:MECH. (5)NEW FAN COIL UNITS EXISTING EXISTING ATTACHED TO UNDERSIDE OF CONCRETETEE TRANSFORMER DOUBLE TEE ABOVE I iw- Al I-I 1--1 /1 p 1 —INN ISI/ I"T " I 1111 1— III I ill IIII I _ I' NN III1 I I —I 981N� II ' 11 EXISTING ELEVATOR CORE 1 00 III 00 1 H II III 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 I IIII IIII NIIIX I IIIIIr7 yr IN NI NI _ N oIV III II I, II do IIII IlI it 1 NII III IIII P P ,i II 1 1 II \_EXISTINGACCESS BREAK ROOM 1111 I NEW A/C SUPPLY DUCT 110 HI 1111 HATCH giittekR DOWN INTO EQUIPMENT NEW 100A/3P 00 III ROOM(TYP OF 5) IIII HII IIII DISCONNECT co z 1 00 III REII III 00 N N N N H 1 1 N N 0 SWITCH FOR NEW O PANEL AT III III II III 141 IIII III N III III II III II III N III III IIII IIII I III III III LOCATION CU z \ _ : ■ W 5535 SOUTH 0Z NA STREET,SUITE 280 a INFILL TOP OF WALL TO UNDER SIDEI LITTLETON,COLORAD080127 OF EXISTING CONCRETE TEE'S TO OFFICE:303.932.9974 1 ENCLOSE MEZZANINE RE:3/A4.10 1 EXISTING CONCRETE INFILL EXISTING VENT OPENINGS WA LING GARAGE TO MATCH ADJACENT SURFACE 'ID oW 12 z g w 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 STRUCTURAL STEEL IN a PENETRATIONS AS EQUIRED FLOOR'SCONCRETE WALL'S AND FOR NEW ® ■ 0 1 A 2 1 -MEZZANINE LEVEL FLOOR PLAN 1/8"=1'-0" , al• the° CIF Pod z .. NEWPA e 2000 j CANt Qr ..., 7 10 11 12 13 14 7PROJE sI ' iQ 01 TOWNdr - APPROVED ds 241 E6 .8 DRIVE VK2k00f001(AM CONSULTANT EXISTING PRE-CAST / CONCRETE COLUMN (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" 0 03/05/18 PL REV COMMENTS Jr / / / / LOW CEILING MEZZANINE LEVEL ABOVE OPEN CEILING REFRIGERANT&CONDUIT @ B.O.EXISTING CONCRETE TEE (4)24"X24"NEW RETURNAIR B.O.EXISTING AL (ABOVE) \im ® 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 _ - �� - I ����I la _ - - - 11 NEW POWER AND IME 111 1 giittekR REFRIGERANT LINES TO PENETRATE UP TO LEVEL3 �� ' — 0 0 0 o I I CEILING(APPROX 225 L.F.) _• _ ® 0 0 0 z -I I ® r 1 "- " N z RE:2/M3.00 N A-� 2cf EXISTING ELEVATOR CORE I B.O.EXISTING CONC. L, - - w O I , r • 5935 SOUTH ZANG STREET,SUITE 280 d ❑ ❑ \\ I I El- LITTLETO OFFICEE::33003.93AD040127 3.932.9974 I -(3)EXISTING AIR EXHAUST (5)24"X24"NEW SUP P LYAIR EXISTING MEZZANINE NEW SUPPLY AND INTAKE SHAFT'S IVENTS @ MEZZANINE RE:MECH. ACCESS HATCH DUCT(TYP OF 4) I RE:MECH. sD RC 0z CHARLES N. °� o STECKLY \ W 4(>4. .7/1%t\ z i:A.:i, w C0 No. 2802p��AR 3 201,' OF cep, H- - z g W NEW ENLARGE LEVEL 1 LL NOTE: RCP w NEW FAN COIL UNITS TO BE Fe MITSUBISHI MODEL#:PVFY-P48E00B w REFERTOMECH. 0 A2 . 50 1 -ENLARGE LEVEL 1 RCP 1/16"=1'-0" F (3)NEW 12TON A/C UNITS ON NEW \ ;4 CONCRETE PAD W/LOW AMBIENT KIT illi NIIIIi '5.A. r 4111 m_.M\ NEWPA e 200013 (E)TREE TO REMAIN UNDISTURBED CAANS Qr Ar b EXISTING BUILDING APPROXIMATE(E)GRADE PROJE SI ,-.1' v \ TO BE REMOVED �� NEW STEEL RAILING • 9 NEW ELECTRICAL EQUIPMENT TOWND@ • APROVED RE:3/A5.00 ON H-FRAME RE:ELEC. y — — — T.O.(E)CONC.WALL za 1 A DMRIVE 1,1 r EXISTING CONCRETE NEW CONCRETE PAD RE:A4.00 35'-8" WALL RE-GRADERS REQUIRED CONSULTANT m EXISTING WALKWAY=LEVEL 4 T.O.LEVEL4 v \ I 33,-4„ N , - - do • LEVEL GRADE@ H-FRAME TO _46 IS NEW CONCRETE PAD 0 (V \ FINISH GRADE �� T.O.FINISH GRADE —\ 31'-2' A 9/15/17 CONCEPT JT CORE THRU WALL FOR • • III III 'I , (E)G B 10/11/17 CD REVIEW 90% JT REFRIGERANT&POWER CONDUIT E1 4 _ _ if C 10/18/17 DESIGN REVIEW JT SEAL WATER TIGHT RE:6/A4.10 = —III—III— D 11/13/17 D.R.B.COMMENTS JT E 11/16/17 D.R.B.COMMENTS JT EXISTING CONCRETE ' _ F 12/01/17 D.R.B.COMMENTS JT DOUBLE TEE(BEYOND) Q2 —11 II—III—III—III—II 0 12/14/17 CD ISSUE JT El 1/2"EXPANSION JOINT W/ _ _ _ I-I I - I-I 1i 03/05/18 PL REV COMMENTS JT 1"SEALANT CAP III IIIII-111-111-111-11 L2, 04/27/18 CC#t JT 3 05/15/15 CC#2 JT NEW CONCRETE PIER FOUNDATION ® 05/31/18 CC#3 JT ® 12"H PAINTED METAL @ H-FRAME W/CROWN TOP FINISH STAND REQUIRED BY MFR. NEW UNDERGROUND ELECTRICAL 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 OC UNITS co ON NEW CONCRETE PAD \ �� O W/LOW AMBIENT KIT E (1)NEW PANEL,(1)DISCONNECT SWITCH,(1)GFCI OUTLET,AND w (1) TRANSFORMER RE:ELEC. _ • z w 5935 SOUTH ZANG STREET,SUITE 280 a o LITTLETON,COLORADO 80127 I 71- / EXISTING PRE-CAST OFFICE:303.932.9974 CONCRETE WALL BEYOND M _ �' T.O.(E)CONC.WALL SED Ari CI.,, z 0 Y CHARLES N. SOA o STECKLY w ° T.O.LEVEL4 O v — _�� Y — — — — — — 33'-4„ I (2)6'0 CORES RE:6/4.10 CP, N 0oz o n T.O.FINISH GRADE 'P `0��%Pp 31,_2,. ® OFcO' ' 1- z LEVEL GRADE@ NEW SLAB C9 NEW CONCRETE PAD RE:A4.00 — NEW POWER AND REFRIGERANT ENLARGE ELEVATION& LL LINES TO PENETRATE BELOW SECTION wUNDERGROUND ELECTRICAL LEVEL4 CONCRETE DECKING 12"H PINTED METAL STAND E REQUIRED BY MFR. UTILITY LINE INTO LEVEL 3 SEAL WATER TIGHT w W/SEALANT COLOR TO MATCH O CONCRETE A3 . 00 1 _ENLARGE SOUTH ELEVATION 1/4"=1'-0" F 4.4%1131111 , CONCRETE NOTES 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 EOTE SHALL BE NORMAL WEIGHT,6%AIR ENTRAINED(±1.5%)WITH A SI CO]1# MAXIMUM 4"SLUMP,AND HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3000 TOW NL • #4 @ 12"O.C. PSI UNLESS OTHERWISE NOTED. APPROVED EACH WAY 4.MAXIMUM AGGREGATE SIZE SHALL BE 1". 241 E6aca1 f.B DRIVE N 5. THE FOLLOWING MATERIALS SHALL BE USED: vt2kO0E001{AM PORTLAND CEMENT: ASTM C 150,TYPE I • _ ii • a:•: a�' •• s- s d • a••. REINFORCEMENT: ASTM A 185 CONSULTANT '1 ° - - - NORMAL WEIGHT AGGREGATE: ASTM C 33 ' ". WATER: DRINKABLE ADMIXTURES: NON-CHLORIDE NI I n ° _ ° CONTAINING _ - a a - '- - 6. REINFORCING DETAILS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF 4 ' ' , • CONT.#4(TYP) ACI 315. �, 7. REINFORCING STEEL SHALL CONFORM TO ASTMA615,GRADE60,DEFORMED "' :{ ,� tr''-r .f ,t". F � y+� .# ,t +n"�.'r�' 3ti" F y y'�,, A 9/15/17 CONCEPT JT ,;.1%2 ,,,4 4..�111 ��,� ��.�� u ,.�4. ..vi".� ,�„,� .�� UNLESS NOTED OTHERWISE.WELDED WIRE FABRIC SHALL CONFORM TO ASTMA 185 LZW.41%!;41,44,%!).M.V42.44nner.intf 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 -I 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 OTHERWISE 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 EPDXYANCHORREFER 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/ 02 16. REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REQUIRED. 1 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 0 18. DO NOT PLACE CONCRETE IN WATER,ICE,OR ON FROZEN GROUND. LITTLETON,COLORADO 8012 7 ® F.G. • 19. DO NOT ALLOW CONCRETE SUBBASE TO FREEZE DURING CONCRETE CURING AND OFFICE:30303.932932.99 974 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 ARCL, © I V1 CONTAINING CHLORIDE,CALCIUM,SALTS,ETC.SHALL NOT BE USED.PROTECT FRESH //''N�+► /). C,) �, 1- , COh. RET -OM i ATH c OR7■'YS I .IMU 4/ 0 Z SPECIAL INSPECTIONS: CHARLES N. �A z 1)SPECIAL INSPECTIONS AND SITE OBSERVATIONS SHALL COMPLY W ITH SECTION STECKLY w OV 1704 OF THE INTERNATIONAL BUILDING CODE AND TABLES 1704.3,1704.4, O 0 1704.5.1,1704.5.3AS THEY APPLY. 2)CONTRACTOR SHALL COORDINATE WITH THE OWNER TO HIREA SPECIAL {�} N4. 2 SO2 II INSPECTIONAND TESTING AGENCY.CONTRACTOR SHALL CONTACTTESTING AND T.O.CONC o o INSPECTION AGENCY AS OFTEN AS REQUIRED TO MEET THE ABOVE INSPECTION -7 ,•P27 20 A4 QQ ELEV.100'-0" REQUIREMENTS. + 111i 7 ro 3)RE:ACI 318 SECTION 5.6.2 FOR FREQUENCY OF CONCRETE TESTING OF co`0 H z - w ASSUMED ALLOWABLE BEARING PRESSURE OF 1,000 FOUNDATION PLAN& 111 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 u1 MANUFACTURERS PRINTED DETAILS. 9 8" d f / 2.COORDINATE STUB UP LOCATIONS W/ PRINTED A/C UNITS MANUFATURER A4- . 18'-8"CONCRETE SLAB / SPECS. 00 2-CONCRETE SLAB PLAN DETAIL 1/2"=1'-o" 1 -CONCRETE NOTES obli OF g, :s41111111111110f,. : 1: : T:::: PANELHARE:ELEC.EXTERIOR INTERIOR $ CONCRETE TEE ,,,_ \ NEWPA e 30A/2P DISCONNECT 2000 Ar 'NVII SWITCH RE:ELEC. CANS - ‹ POWDER ACTUATED r 1/4"0 TAPCON BLUE CONCRETE ;- - - ° FASTENER@24"O.C. 3KVATRANSFORMER 13, PROJE 0 #+ sl SCREW W/WASHER(TYP) 5/8"GWB TRIM ATTACHED _ RE:ELEC. iiOJ ELASTOMERIC SEALANTTYP EA. TO NON-CONBUSTALBE TOW NLQE • - SIDE OF PENETRATION .° / BLOCKING — / P1000 UNISTRUT(TYP) APPROVED ! 241 E6120/01,8 DRIVE (V \v Vt2Wp�11AM A\ 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"O SCHEDULE 40 6 I d G.C.TO V.I.F.STUD SIZE f/ PIPE,GALV.(TYP) d \ 'CZI '7} M R-19 BATT INSULATION REFRIGRANT& a a FINISH GRADE CONDUIT " 5/8"TYPE'X'GYPSUM � � WALL BOARD SHEATHING 1 I A 9/15/17 CONCEPT JT E WA-WGC EXTERNAL (TYP EACH SIDE) B 10/11/17 CD REVIEW 90% JT PIPE SEAL OR SIM ,, - - t 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 1 F 12/01/17 D.R.B.COMMENTS JT I 0 12/14/17 CD ISSUE JT ° a EXISTING WALL I '::1.'11./...--- PIER 0 03/05/18 PL REV COMMENTS JT 12'fd CONCRETE 1l 1 NOTES: .0. (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°=1,-o° 4-INFILL WALL SECTION 3/4"=1'-0" 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 1I1 1I1 1I 1 Till 111 111 II p 1�/ REFIGERANT LINES ` COMPACT BACKFILL - — — — �CJoDAr��-�j` CLIPPED TO TRAY W/ ro III III 11 1 I III III M �V CHARLES N. � z S.S.CLIPS N II III II 11 III III STECKLY w 12"'B-LINE'CABLE TRAY O (LADDER TYPE)OR EQ. 1 1I1 BOLTED TO TS W/(2)1/TO UNDISTURBED EARTH 1 1-1 1 �OO THRU-BOLTS • \ NA OR. 8Q� Q \ PVC CONDUIT FOR ;• - ,TAR.1 20 i; Qq 31/4 NEW INFILL WALL W/METAL ELECTRICALRE.ELEC. _ • — STUDS&5/8"GWB FINISH AND OF CQ`Q PAINT TO MATCH ADJACENT ~ WALL BELOW SAND BED z OTES: TOP OF EXISTING WALL 1. IINSTALLALLUNDERGROUNDUTILITIESPERLOCALUTILITYREQUIREMENTS. DETAILS w2.LOCATE ALL UNDERGROUND UTILITIES PRIOR TO TRENCHING/EXCAVATION. w3.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'-0" 3-INFILL WALL DETAIL 1/2"=1'-0" 1 -TRENCHING DETAIL 1/2"=1'-0" System No. C-AJ-8177 � � F 4 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 '3 itao lir r 14973 w PROJE 0 hy WOr TOWNLO 0 , O . APPROVED 241 CDRIVE AIR-00 vtakt)pf01$W AM CM I® M r 't CONSULTANT 1111 I j* ~ m A _r dgio A O A 0 SECTION A-A B 10 10//111/7 1/17 CD REVIEW CONCEPTJT EVIEW 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 INSULATIONAND 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 giittikR MANUFACTURERS.ANY PIPE COVERING MEETING THE ABOVE SPECIFICATIONS AND BEARINGTHE 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 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 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 LATCHEDAROUND 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 Q MEETING THE ABOVE SPECIFICATIONS AND HAVING A UL 94 FLAMMABILITY CLASSIFICATION OF 94-5VA MAY BE USED. 0' 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 ANCHOR HOOKS ARETO BE SECURED WITH MIN 1/4 IN.(6 MM)DIAM BY MIN 1-1/4 IN.(32 MM)LONG CONCRETE SCREW ANCHORS OR r HILTI 1/4 IN.(6 MM)DIAM BY 1-1/4 IN.(32 MM)LONG KWIK-CON 11+CONCRETE SCREW ANCHORS,UTILIZINGA 1-7/16 IN.(37 MM)DIAM — — Z 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 — : • Lu a 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 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. 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:303.032.9974 5.NONMETALLIC PENETRANTS--ONE OR MORE NONMETALLIC PIPES OR CONDUITS TO BE 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 BETWEEN METALLIC AND NONMETALLIC PENETRANTS IS MIN 8 IN.(102 MM).PENETRANTS RIGIDLY PENETRANT NOM WRAP STRIP FIRESTOP DAR SUPPORTED ON BOTH 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 EXCEEDS2 IN.(51 MM),THE TYPE FROM PENETRANT ITEM REQUIRED7A1 COLLAR ITEM 7A2 FIRESTOP COLLAR DESCRIBED IN ITEM 7A2IS REQUIRED,AND(B)FOR ALL ABS AND FRPPTYPE PENETRANTS,THE FIRESTOP COLLARITEM5 ABOVE DIAM REQUIRED (// N\ 4,% z0 DESCRIBED IN ITEM 7A2IS REQUIRED.SEE TABLE IN ITEM 7A2 BELOW.THE FOLLOWING TYPES AND SIZES OF NONMETALLIC PIPES OR A,B,C 1-1/2 AND 2 IN. YES MAY BE USED AS • CHARLES N. C� U CONDUITS MAY BE USED: ALTERNATE TO ITEM 7A1 r.1 STY 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 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 B. 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 BOTH SURFACES 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 BY VOLUME IN ACCORDANCE WITH THE INSTALLATION INSTRUCTIONS SUPPLIED WITH FILL MATERIAL. Ct CORE ABS PIPE FOR USE IN CLOSED(PROCESS OR SUPPLY)OR VENTED(DRAIN,WASTE OR VENT)PIPING SYSTEMS. HILT!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 BY 25 MM)BY NO.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 BOTH SIDES OF WALL.THE ANGLES SHALL BE ATTACHED (7 WITH NO.8(OR LARGER)STEEL SHEET METAL SCREWS SPACED MAX OF 2 IN.(51 MM)FROM EACH END AND A MAX OF 3 FIR ESTOPPING DETAIL LL IN.(76 MM)OC. Lu *BEARING THE UL CLASSIFICATION MARK 0' Fe #BEARING THE UL RECOGNIZED COMPONENTS MARK w +BEARINGTHE UL LISTING MARK 0 A4 . 20 1 -CONCRETE WALL/FLOOR PENETRATION FIRESTOPPING DETAIL CIF Pod NEW SUPPLY AIR DUCT W/LOUVER �� fla :111'4 jil 11111. 111 GRILL(TYP OF 5)RE:MECH. $ C NEWPA e(2000 j �r NEW FAN COIL UNITS RE:MECHmilk% .15 CANS Qr _ PROJE SI (' UNISTRUT W/TREADED ROD AND I'D 11:10)11154iSUSPENSION CEILING HANGER DAMPERTOWNADP • KIT REFERTO MFGR SPECS. APPROVED EXISTING CONCRETE WALL NEW FAN COIL UNITS RE:MECH 241 E6hZ®/I018 DRIVE 111.1L Vigk00f0014M HOT AISLE PLENUM SPACE - ' RETURNAIR CONSULTANT NEW SUPPLY AIR DUCT2'x2'STEEL BAR GRATING RETURN UNISTRUT W/THREADED W/NO GRILLE(TYP OF 4) Arr _ _ I GRILL(TYP OF 4)RE:5/A5.00 ROD AND SUSPENSION 1 0 CEILING HANGER W/ I. • .. _1 SPRING VIBRATION ISOLATERS REFER TO 4 MFGR SPECS. AIR SUPPLY DIRECTION — L I I I ' A 9/15/17 CONCEPT JT 1111111\ NEW SUPPLY AIR B 10/11/17 CDREVIEW 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 I i:- ---- 0 F 12/01/17 D.R.B.COMMENTS JT 1_ 12/14/17 CD ISSBUE JT 10 03/05/18 PL REV COMMENTS JT "Ca i MINI Nit lot 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 giittekR TO MATCH EXISTING STEEL RAILING. NEW FAN COIL UNITS RE:MECH 2. WELD ALL STEEL CONNECTIONS EXISTING CONCRETE 2"OTOP RAIL TO MATCH / WALL NEW FLEX DUCT CONNECTION(TYP) oMEZZANINE EXISTING RETURNAIR r ct EXISTING 6"x4"x1/2"STEEL PLATE — 2'-0"x2'-0"BAR w PLYWOOD FLOOR \ \ Z DECKING ON GRATING RETURN \ NEW INFILL WALL - •• a FLOOR JOIST AIR VENT(TYP OF 4) 2"x112"STEEL PLATE — RE:3/A4.10 5935 SOUTH N, STREET,SUITE1280 LITTLETON,COLORADO 80127 \ \ (TYP) OFFICE:303.932.9974 .1 --_ 6 M\ \ UNISTRUT W/THREADED p 1/4" \ �\ STEL TE TEROOD (TYP) ROD AND SUSPENSION G D Ari C n CENTEREDBETWEEN CEILING HANGER W/ n1/4NCSPRING VIBRATIONCONTINUOUS \ STEEL PLATE(TYP)ft 2x2x1/8"STEEL '-)..1\ PLENUM(cry ISOLATERS REFER TO �O / ANGEL N \ MEZZANINE MFGR SPECS.Z 1/2"LAG SCREWO @ 16"O.C. oN T.O.EXISTINGCONC.WALL GRATING vNEW LOUVERED AIR Q ASD EX BEOCKING VERTICAL RAILING """" „ /"' GRILL RE:MECH. tp,EXISTING GYPSUM AS NEEDED '� Ai SHEATHING EQUIPMENT ROOM SU0.CPPORT@4'-0' 0----- F VO 1/4" / 1/4"0STEELROOD OF CC) f CENTERED BETWEEN z STEEL PLATE(TYP) W HOT AISLE E6"x6"x1/2"PLATE-BOLT CONTAINMENT DETAILS O---------- TO EXISTING CONC. ct WALL W/(2)5/8"EPDXY Fe 0 ANCHORS O (E)CONCRETE DECKING A5 • 00 5-BAR GRATING DETAIL 1 1/2"=1'-0" 3 STEEL RAILING DETAIL 3/a"=1'-0" 1 FAN COIL MEZZANINE SECTION 1/a"=1'-0^ POWER PLAN SYMBOLS GROUNDING PLAN SYMBOLS ONE LINE DIAGRAM SYMBOLS 11 POWER CONDUCTOR ——— GROUND �.,� CONDUCTOR i'v'Yr‘ TRANSFORMER a r. I� PANELBOARD COMPRESSION TYPE NEWPA e • CONNECTION STAND-BY CANt 13, AN I-1-1 DISCONNECT SWITCH • EXOTHERMIC WELD GENERATOR4.0 PROJE si El METER O COPPER CLAD O METER - 1015f1 00 GROUND ROD(5/8" TOW WOE • ELECTRICAL X10') APPROVED EQUIPMENTENCLSUREO 241 E6 18 DRIVE _ O GROUND ROD WITH a AUTOMATIC vKHt00EAr9 AM 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 ,_,J PHONE:303.883.2208 314c QUADPLEX OUTLET ILJr LOCAL DISCONNECT 4 GFI ® GEN.PLUG A 9/15/17 CONCEPT JT GFCIOUTLET CIRCUIT BREAKER B 10/11/17 CDREVIEW 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 12/01/17 D.R.B.COMMENTS JT 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 giittekR 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. g 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,OPER OD SHALRL BE CORRECTED AT ONCE,U ONN WREQUIPMENT FOUND TO BE FAULTY IITTIEN NG THAT23. CLEAN PREMISES DAILY OF FROM AND LEAVE WORK PREMISES IN ALCOMPLETE ANDIEDEBRISW AND APWORKNG =QD DEG•`,1I NOTIFICATION,AT THE EXPENSE OF THE ELECTRICAL CONTRACTOR. CONDITION. _`• ••••o••!••. 1 co v•• vV •-T Oz 9. ALL CONDUIT ONLY(C.O.)SHALL HAVE A PULL WIRE OR ROPE,AND 24. ALL EXTERIOR WALL PENETRATIONS SHALL BE SEALED WITH G�i ON •�// O TRUE TAPE. POLYSEAM SEALANT. ��`� / �� / Z • Z• / W 10. PROVIDE THE OWNER WITH ONE SET OF COMPLETE DIMENSIONS 25. ALL TINNED BARE COPPER DOWNLEADS TO BE PROTECTED ••• 5418 ••• i AND CIRCUITS,WITHIN 10 WORKING DAYS OF PROJECT COMPLETION BY 1/2"P.V.C.PIPE AND SECURED. -o• •Et'/ ELECTRICAL"AS BUILT"DRAWINGS,SHOWING ACTUAL 1p%QEC 14 2017;ti 26. COMPRESSION FITTINGS TO BE USED ON ALL CONDUITS(NO SET • _••.-,-,-..,0 11. ALL BROCHURES,OPERATING MANUALS,CATALOGS,SHOP SCREWS). I<19.0-6.••••••1" DRAWINGS,ETC.SHALL BE TURNED OVER TO PROJECT MANAGER AT 11 v/ A JOB COMPLETION. 27. ALL#6 ATTACHED WITHNCDRIMPEDDOUBLED COPPER ITH GREEN INSULATION ELUG,ATTACHED WITH NOBE UTS, ,,\ NAL .� z 12. USE T-TAP CONNECTIONS ON ALL MULTI-CIRCUITS WITH COMMON BOLTS AND STAR WASHERS TYPICAL AND NO-OX GREASE BETWEEN g 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 u 13. THE EXTERIOR GROUND RING SHALL BE TESTED PER CROWN CONDUIT WITH WEATHERPROOF FITTINGS. SYMBOLS it 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 14 SH LALL AVEAN NERRUPTI SES RATING NOT ICAL EQUIPMENT E1 . 00 SHALL HAVE AN INTERRUPTING RATING 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 12 13 14 NEW RETURN AIRS ._CAIIIIIIIIIIbf,. .414 113' $ 1.16C LEVEL PARKING VENT'S IN FLOOR NEWPA 111 \• (TYP OF 4)RE:MECH. z000 EXISTING600APANEL"IT" CANS Qr EXISTING CONCRETE PROJE 4.01. J.41at4tr TEE ABOVE EXISTING TRANSFORMER SI 0 (5)NEW FAN COIL UNITS NEW 4#SOOKCMIL, ATTACHED TO CONCRETE EXISTING DISCONNECT TOW NME • - I DECK RE:ARCH.&1/M3.00 #2/OG 4"C SWITCH APPROVED 241 E6/11.8 DRIVE vt,LOOfA®1 AM Al - - N NI I) IN I/ I) IN HI — — — IN NI I I I 7 <5 1E7• III — I III fII III II Ilii 1 VERCONSULTANT N WILLSON P.E. ▪ III 1 III` I 1 1 Iii I— II III IIII h I IIIII I I "IT"22,24 IT"32,34 "IT14,16 I I I IT18,20 II III II IIII .....--) LL LL 3083 WHITE OAK ST.N ro '...--.) III IIII IIII III IIII HIGHLANDS 30 80129 .88322LL LL LL LL IIII — cc II III I 11II ' III IIII IIII IIIIIII > "IT"36,38 "IT"40,42 11III III I V HIIII�II' 110 II III u u u.j. 1u ...ul A 9/15/7 CONCEPT JT B 10/11/17 CD REVIEW 90% JT JT D 11/13/17 D.R.B.COMMENTS JT II III IIII IIII II II III IIID II III II III III IIII II C 10/18/17 DESIGN REVIEW III III 1111 III III11III II EXISTINGACCESSHATCH E 11/16/17 D.R.B.COMMENTS JT "IT"2,4 "IT"6,8 1I 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 1 1 ROOM(TYP OF5) PIMENT III 100A A PANEL"HA" III I I I I SW TOCH FOR NEW IIIIII III IIII REIIIMECH. III III RE:E7.00 IIII IIIII I I PANELATCU OLOCATION A III IH IIII 1111 1 III III III III 111I III III III III IIII 1 1 21 III III III III 1111 1111 \ EXISTING CONCRETE PARKING GARAGE WALL 1st REVIEW TN 2nd REVIEW CS 2-MEZZANINE LEVEL ELECTRICAL PLAN 1/8"=1'-0" 8 9 10 \-1 I 1 (-) giltt3kR 0 I IR r -1 I_ _,,,,Z � 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,COLORADO 80127 OFFICE:303.932.9974 I 0 I REG/a _-;,p0 EG I moo'•° YV` l W cu-1 cu-2 cu-3 (j ' 181 i/ �'18,,- �. :c , �1"-i Io•. EC 14 2017;x,,% \.1�eoi���"� it;7��� .c;.._ .•.�� --#;: IS9 Ate' w -,w,, imp ��� �� NEW 30A/2P DISCONNECT �r\ "HVAC MAINTENANCE"W/ ELECTRICAL PLANS LL WEATHER PROOF GFI ct (BELOW) / E2 NEW 3KVA TRANSFORMER d ,�a'IIA' A _ NEW 100A PANEL"HA" ® E2 . 00 1 -SITE PLAN 1/8"=T-0" (1 °F 1'4 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 ENCLOSURESURFACE 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 4.4511. si #+ 3 3300 B 180 4 _ Cap 5 3300 C 6 SPACE TOW ND@IF • CU-2 #10 30 3 7 3300 A - 8 SPACE APPROVED 9 3300 B - 10 SPACE 24 1 E6A21enoi8 DRIVE 11 3300 C - 12 SPACE V12t.06f0016NM 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,C080129 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 10/11/17DE IGNEVREV E JT C 10/188/17 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 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 REM AININGMOTOR 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 REM OVEDFROM 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(M INIM UM)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 277/480V30 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 @ 4 80V30 - — - 7 A 180 8 co TOTAL CALCULATED LOAD ADDED =9A(3.24KW) 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 * �_ w 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 277/4 80V30 300A FUSES =37.7A 29 - C - 30 1 20 - RECEPT _ �0 REG 1 NEW LOAD ADDED BACK ON =42.9A SPACE - - - 31 - A 180 32 2 20 #12 FC-7 **. _ • •••••••• _ co +25%OF 37.7A =10.7A SPACE - - - 33 - B 180 34 L SUB PANEL - 200 2 35 - C 180 36 2 20 #12- FC-8 **IU 91.3AON300AFUSES 37 - A 180 38 Z• j Z N/A - 25 2 39 - B 180 40 2 20 #12- FC-9 ** • 5418 •• ; 41 - C 180 4 2 -o• : - N/A - 25 2 43 A 44 3 300 - SUB PANEL �°p•pEC 14 2017,�' 45 B 46 ••.' ..f. N/A - 20 1 47 C 48 0<CP,•••••••••G•" \— PHASE A: 1080 VOLTAMPS PHASE B: 1080 VOLTAMPS PHASE C: 1080 VOLTAMPS 1% /GIL I- ZIn 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 ce ** REPLACE SPARE 20A/1P CIRCUIT BREAKERS FOR NEW 20A/2P CIRCUITS 0_ BRAEKERS FAN COIL UNITS w 0 E6 . 00 3 -LOAD CALCULATIONS I 1 -PANEL SCHEDULE 4 OF4 � `— 1 �FAULT CALCULATIONS - = Z. . NEWPA e 1.NEW FEEDER 2000 j 4V CANT Qr 1.732x175FTx33,400A PROJE tF f 22185 x480V 0.95 .J- EXISTING500KVA277/480V30 SI 1170 MI-Y-1 HOLY CROSS TRANSFORMER • m= 1 =0.51 ISC 33,400A X TOWNA��OVED 1+0.95 0 EXISTING SERVICE 241 X1.8 DRIVE V1,2 OOE0016GM ISC= 0.51 x 33,4 OOA =17,034 1.SECOND NEW FEEDER J CONSULTANT EXISTING 300A/3P DISC. 1VERN WILLSON P.E. 1.732 x 24 SFTx 17,034 A SWITCH W/300A FUSES 600V f= =2.55 - -3083 WHITE OAK ST. 5907 x 4 80V r._GH..HILANDS RANCH,C0801_2_9 1 PHONE303.8832208 m= 1+2.55 028 EXISTING CT CABINET& -O METER A 9/15/17 CONCEPT JT B 10/11/17 CD REVIEW 90% JT ISC= 0.28 x 17,034A =4,770AIC 0 EXISTING FEEDER 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/ 0 12/14/17 CD ISSUE JT 0 300A FUSES 600V INSTALL 0 05/15/15 CC#2 JT 4#1/0,#4 G2"C(10'MAX) LUGS AS REQUIRED FOR CONNECTION -LI-1 100A/3P DISC.SWITCH W/ - T1 - EXISTING225 KVA480/277V 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"120/208V giittikR 0 0 304W REMOVE EXISTING 3i' CONDENSER CIRCUITS&USE CU-1 EXISTING FAN COIL CIRCUITS FOR z !a k3 ® NEW FAN COIL UNITS O PANEL"HA"100A MCB - 31 277/4 80V30 4 W 600V 10K AIC CU-3 NEMA 3R 15A [ w _ : ■ z " W 5935 SOUTH ZANG STREET,SUITE 280 0 LITTLETON,COLORADO 80127 3#12 3/4"C OFFICE:303.932.9974 9 3#10,#8G 3/4"C 3KVATRANSFORMER WI =,,0 REG `%'1 4 80V 10 PRIMARY = % ••..:°°P• ••120/240V10 SECONDARYz ivprOli Oi0 Z1. 120/240V"HVAC / • Z• j w MAINTENANCE"30A/2P / • • DISCONNECT W/20A FUSES • j o• 5 ••Et./ 1/ SeatiIAY 15 201EKi% 6 2#12,#12G3/4"C / •_ _••. ... , 3 ...•••... 1%%s�ONAI �_-_ I- II' z z GFCI WP. w ONE LINE DIAGRAME L wL E w E7 . 00 2 - NOT USED 1 -CONCEPT- ONE LINE DIAGRAM AS", 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 \ 414 CL CENTERLINE HORZ. HORIZONTAL ONLY,UNLESS NOTED OTHERWISE.THE GENERAL CONTRACTOR'S SCOPE OF WORK a. C 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 CANS Qr 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 Ni • 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 E6 20118 DRIVE AWS ADVANCED WIRELESS SYSTEM MECH. MECHANICAL ARCHITECT/CONSTRUCTION ENGINEER IN WRITING. VI2t00f001AM 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 REVIEW 9o% JT REV B 10/11/17 CD DIA. DIAMETER NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE C 10/18/17 CDDEREVIGN 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. lot 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 giittekR 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, z 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 WOODEN FENCE MARKER OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT 5935 SOUTH ZANG STREET,SUITE 280 a 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 ..SSI)Ar�C6,, `' 9 SECTION CUT I /, SS (E)SANITARY SEWER W CO z CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON �V CHARLES N. �� W (E)WATER LINE © DSC EPANCIES BEFORE PROCEEDING WITHE JOB SITE AND SHALL IMMEDIATELY NDTH THE HE WORK ORE BCT E RESPONSIBLE FOR SAME. STEC Y Z T (E)TELCO CABLE EXTERIOR ELEVATION * O 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 G+O`� 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 0 GENERAL NOTES E 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 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 �t io OF 1,4 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 \, 1 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 S C DIMENSIONS. AABC GUIDELINES FOR PROPORTIONAL BALANCE.SUBMIT REPORT ON STANDARD NEWPA e 12.ALL DUCTWORK,DIFFUSERS,PIPING,FIXTURES,AND EQUIPMENT SHOWN IN LIGHT NEBB FORMS OR SUBMIT FORMS FOR REVIEW PRIOR TO 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 I Qr KNOWLEDGEABLE IN THEIR RESPECTIVE AREAS OF THE CONSTRUCTION INDUSTRY WHERE NOTED. RPMS;STATIC PRESSURE AT INLET AND OUTLET OF ALL PACKAGED EQUIPMENT; PROJE AND SHALL PERFORM IN A RESPONSIBLE MANNER WITH ESTABLISHED CONSTRUCTION TEMPERATURE DROP AT ALL COILS. 0 SEQUENCE,SHALL RECOGNIZE THE PRIORITY OF THE CONSTRUCTION DOCUMENTS, 13.OFFSET PIPING,DUCTWORK,ETC.AS NECESSARY TO ACCOMMODATE STRUCTURE, SI '1 i117 07 # 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 Nd61� CONSTRUCTION DOCUMENTS ARE UNCLEAR OR INCONSISTENT. LESS THAN 90%,INVESTIGATE CAUSE,ATIEMPTTO RECTIFY AND NOTIFY ENGINEER. • APPROVED 14.ALL EXISTING SUPPORT RODS AND STRAPS NOW SUPPORTING DUCTS,PIPES,AIR SUBMITIAL OF BALANCE REPORT WITH LESS THAN REQUIRED FLOWS WITHOUT 241 SIJ B 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. vnit.0000011430 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 WILLN 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,CO80129 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 9/1 5/1 7 CONCEPT JT SHALL RELY UPON INTERPRETATIONS OR CORRECTIONS GIVEN BY ANY OTHER 17.ALL WORK OF ALL TRADES MUST BE IN STRICT COMPLIANCE,OR EXCEED THE B 10/11/17 CD REVIEW 90% JT 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 JT 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. giittekR 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 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 ORDER OR 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 LOCATIONS FOR 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 0_ ENCOUNTERED WITH THE BASE DESIGN. 26.PROVIDE NECESSARY SUPPORTS.SAWCUTTINGAND PATCHING,ETC.,AS LITTLETON,COLORADO 80127 REQUIRED.PATCH TO MATCH EXISTING FLOOR LEVEL. OFFICE:303.932.9974 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 _ 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 PORTIONS OF THE BUILDING,THE ENGINEER FUNCTION. --. •••••• ' CANNOT ASSURE THE 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 VV •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 FLAMES AND HOT GASSES WHEN SUBJECTED TO THE REQUIREMENTS OF THE TEST • ��1/ Z•� /// w STANDARD SPECIFIC FOR FIRE STOPS ASTM-E-814.ACCEPTABLE MATERIALS INCLUDE: •• 5418 ••• i O 7.THE EXISTING BUILDING WILL BE OCCUPIED BY THE OWNER DURING DOW CORNING RTV FIRE STOP FOAM FOR BARE PIPE,METAL CONDUIT,AND o• �� CONSTRUCTION.CONTINUED OPERATION OF THE FACILITY SHALL NOT BE HINDERED ELECTRICAL CABLE;3M FIRE DAM 150 CAULK FOR BARE PIPE,METAL CONDUIT,AND i BY THIS WORK.CONTRACTOR SHALL ACCOUNT FOR ALL ADDITIONAL COSTS WHICH BUILDING CONSTRUCTION GAPS;3M CP-25 CAULK AND FS-1951 NTUMESCENTSTRIPS c,.p EC 14 201 Z•'Vi MAY BE INCURRED DUE TO THE DIFFICULTY OF WORKING OVER AND AROUND FOR INSULATED PIPES,PLASTIC PIPE OR CONDUIT,AND ELECTRICAL CABLE.SUBMIT UL ..4%„•., ••- . EMPLOYEES,FURNITURE,EQUIPMENT,ETC.;AND DUE TO THE HOURS OF THE DAY IN LISTED APPLICATION DATA FOR EACH TYPE OF PENETRATION ENCOUNTERED. 0<19,0-6.•••••••." • WHICH AN AREA MAY BE ACCESSIBLE WHEN COMPILING HIS BID. 29.SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR ALL CEILING PENETRATIONS 1,� QN Ae `__ 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 PRIOR TO 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 ALL STATS 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 IDENTIFIED BY THE SUBCONTRACTOR WITH SUFFICIENT TIME TO ALLOW SELECTION,PURCHASE,AND DELIVERY TO MAINTAIN CONSTRUCTION WITH WALL FINISH,AND TO AVOID CASEWORK,FURNITURE,DOOR SWINGS,HEAT SOURCES,AND EXTERIOR WALLS(COORDINATE WITH ARCHITECT AND OWNER). SCHEDULE. NOTIFY ENGINEER OF ANY CONFLICTS PRIOR TO BEGINNING THERMOSTAT •■ INSTALLATION. M 1166"F 1'4 9[1) 10 0 0 0 0 NEWPA e( 1,1 2000 4 CANT Qr 4• PROJE + CONDUITSABOVE 2'x2'STEEL BAR sl GRATING RETURN ,-...R q� I GRILL(TYPOF4) TOWNL IF • I RE:ARCH. m m APPROVED Ayrv 24, (J SIVE 1 A 1 — �� 'I�illl� -_�. –––– � �■�!I�III- III. NEW(9)PAIRS OF i,1 CONSULTANT REFRIGERANT LINES TO �� . III ___ VERN WILLSON P.E. PENETRATE UP TO LEVEL3 0 0 0(ENETR 245L.F.� ,�1 r111 III- ® �4 H �� _ �� ® IJJJ]I1l ! 30S3 WHITE OAK ST. H IGHLANDS RANCH,CO 80129 EXISTING ELEVATOR CORE m JIFF Iml dill m o, Il= "I PHONE:303.883.2208 Q Q 0 'Sr NEW CONTROLER © BELOW(TYP OF A 9/15/17 CONCEPT JT 0 III 111 B 10/11/17 CD REVIEW 90% JT El ■ �� Q EXISTING4"DRAIN C 10/18/17 DESIGN REVIEW JT D 11/13/17 D.R.B.COMMENTS JT 1 F E 11/16/17 D.R.B.COMMENTS JT (3)EXISTINGAIREXHAUST 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"CONDENSATE PIPE ACCESS HATCH 0 12/14/17 CD ISSUE JT TO THIS PIPE TO MAIN DRAINPIPE 03/05/18 PL REV COMMENTS JT NOTE:CONFIRM REFRIGERANT PIPING SIZE WITH MANUFACTURER BASED ON LENGTH&SIZE OF EQUIPMENT ® 1st REVIEW TN 2nd REVIEW CS 2-ENLARGE LEVEL 1 MECH. RCP 1/16"=1'-0" 8 O 10 11 co11 11 11 giittekR am amm• IIMD--- - - 0 g EXISTING BUILDING ROOF II OVERHANDABOVE w , _ _ I If I CL I- NEW(9)PAIRS OF REFRIGERANT LINES TO 5935 SOUTH ZANG STREET,SUITE 280 PENETRATE UP TO PENETRATE BELOW LITTLETON,COLORADO 80127 LEVEL4 CONCRETE DECKING INTO LEVEL 3 OFFICE:303.932.9974 EXISTINGCONCRETE WALL CEILING(APPROX245L.F.) 0 __.,pp REG/` s1 0 I . J v • 'prOli 'v''z0 Mk AM _ i •/ • • Z 0NEW CONCRETE PAD RE:ARCH. �� w © 0 % •• 5418 � j iedo AR132018.1 (3)NEW 12 TON A/C y I� ` 1;Ss■■.....1"c\= (3 �%%' NEW PANEL,TRANSFORMER,AND 1\1��NA� `�- H CONCRETE PAD 4444 \+ DISCONNECT SWITCH ON H-FRAME z ;7115,4\4;•‘,-,„---g RE:ELEC. — E 'A-N rA MECHANCIAL PLANS U- W 0_ E W EXISTING TREE O )i --...1"I, �,... �/1-7 ® M 2 . 00 1 -SITE PLAN 1v"=1'-0" 400 r% .4"44,,X4,1 NEWPA e 2000 CANt Qr PR OJE SI #, 4-807 1 TOW WOE - APPROVED 241 E6111.8 DRIVE v12t00E0010AM 10 12 13 CONSULTANT VERN WILLSON P.E. 3083 WHITE OAK ST. FIRE TOP PENETRATION RE:ARCH. HIGHLANDS RANCH,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 LEVEL 3 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 A 1 — — — — 1_41_ I�-- ' ' — 1)E1 II — r n 1--1 �r F 1 11 11 1 II 1111 1 1 II— II 1 II— 1 1 lu II H 1 IIII ' I 11 III NN 1II 1111 HI NI EXISTING ELEVATOR CORE 11 \ 3 111 4C 11 1111 b II Fil6 1 1 '11I1 7C 1111111 r H_ 111 H II 11 H1 1 H N H p EXISTING 1st REVIEW TN 2nd REVIEW CS LV I111 LV 111 1111 LV III II III4il X LV 1 111 DISCONNECT "� /\� I I� I I/ ` 1 H HI SWITCH IH H H H �H H� H H IIII III III I' I � III III III III III �I� L.III II III IIII IIII 111 1 11 1"NEW CONDENSATE II I H NEW A/CSUPPLYDUCT 111 1111 111 1 1 LEXISTINGACCESS BREAK ROOM PIPE TO EXISTING DRAIN ROOM(TYP OFDOWN INTO 51[11111111111111 III EQUIPMENT 111 1111 111 1 111 HATCHgiittekR 1 11 3/4"NEW C 011 ONDENSATEI 1111 RE:MECH.1 PIPE(TYP)@EACH UNIT 1111 iu IIS 111 1111 111 IIII NEW 100A/3P II 2 DEEP TRAP(TYP)CONNECT TO 1"PROVIDE�i 1111 1111 111 1111 111 II 1111111111 II DISCONNECT co11111° SWITCH FOR NEW 1111111 1111111 11111 111111 111111 IIII IIII PPI ""I 111111 11111111 W PANEL AT CU 0- I I LOCATION RE:ELEC. Z _ ■ 0_ D_ 5935 SOUTH ZANG STREET,SUITE 280 LITTLETON,COLORADO 80127 OFFICE:303.932.9974 EXISTING CONCRETE PARKING GARAGE - oo D C^\`,`1 WALL REG __---- .....••• 1 0Z VOA ON �loi•O// V . . // . Z• z 5418 •. , °o�EC14 2017.. ,c •;19,7,........r c - 1•\ ONAI ,%..'._ I- z NOTE: wNEW FAN COIL UNITS TO BE MITSUBISHI MODEL#:PVFY-P48EOOB MEZZANINE MECH. PLAN 0_ LL W 0_ ECW PI M2 . 1 0 1 -MEZZANINE LEVEL MECH. FLOOR PLAN 1/8"=1'-0" zit.o.. .7 : 1 FAN COIL SCHEDULE(DX COOLING) �`� ' NEWPA e FAN COOLING COIL HEATING 2000 COIL CANS ii, 6 ELECTRICAL AIR CONDITIONS MANUFACTURER \ MARK TYPE &MODEL# REMARKS PROJE sl + \ V CFM @ ALT KW MCA MOCP VOLT/ TOTAL SENSIBLE SENSIBLE ::] i N` (IN WC) PH MBH MBH MBH I TOWNL - — DROP IN ANCHOR APPROVED @ 4'-0"O.C.(TYP) m m I MITSUBISHI 24 1�Affi}�1I8 DRIVE vTHRUv HORIZONTAL 1,400 0.50 .362 5.63 15 208/1PH 48.00 48.00 54.00 PVFY-P48E0OB A,B Vt2O000SIIAM 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-31 MAA 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 AAAA 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 245L.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 WILL 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 _ : . 1 - z FILTER W/ACCESS PANEL w a_ 5935 SOUTH ZANG303.932.9974 STREET,SUITE 280 LITTLETON,COLORADO 80127 OFFICE: NEW FAN COIL UNITS RE:MECH _(-1__r1 _(Th \\ z RETURN IV UNISTRUT W/5/8"O ^ ^ ^ ^ ' 0:.000 REG/• 1. / ° THREADED ROD AND 0, • w� / SUSPENSION CEILING cC EC cC ce cC ce cC cC cC / • ., . y • HANGER W/SPRING N j • • CA 18 • / 0 I VIBRATION ISOLATERS J J J J J J J J -i %'0 :ct•/ • REFER TO MFGR SPECS. cC EC cC tr cC tr cC cC cC //�••QEC 14 2017• /O •7• i ",S m &, oD &, o, co ro . it` • co NEW SUPPLY AIR (11 •••••••••••••\_-' DUCT W/NO GRILLE /%%\ GINA . — N N M M 7 N In M (p N °9 M p) 3/4"CONDENSTATE DRAIN W/2' D 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 Ii 0 IL 0 w 0 IL 0 Ii cC PIPE TO APPROVED RECEPTCIAL MECHANCIAL 0 (DRAIN PIPE)PROVIDE FLOAT SWITCH IN T SCHEDULES w cc SECONDARY CONDENSATE PAN W/ LU 3/4"CONDENSATE DRAIN LINE J L'' O —6"x6"x3"D CATCH BASIN INSTALL M 3 • 0 0 o_ 1 1 @ FLOOR LEVEL THERMOSTATS BY MFR PAR-31 MAA CONTROLLER FOR LEAD LAG FAN COIL OPERATION(TYP OF 3)CONTROL WIRING PER MFG SPECIFICATIONS SYSTEM PIPING AND CONTROL DIAGRAM 1 — HORIZONTAL FAN COIL UNIT INSTALLATION -- AS"41"F 1'4 r .414 ..% ......_ , 40% CROWN ,_ __ NEWPA e( � AN SITE NAME: TOWN OF VAIL HUB 2CA"` 13, . CASTLE PROJECT NEW A/C UNITS PROJE SI + 0] 117 1 .15'16:4c TOWNL - APPROVED SITE ADDRESS: 241 E. MEADOW DRIVE 241 12 DRIVE VAIL, CO 81657 PHOTO SIMULATION VICINITY MAP DRAWING INDEX CONSULTANT SHEET DESCRIPTION • T1.00 TITLE SHEET - 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 . S.FRONTAGE RD A2.00 ENLARGE LEVEL 4 FLOOR PLAN A2.01 ENLARGE LEVEL 3 FLOOR PLAN D 11/13/17 D.R.B.COMMENTS JT SITE < �� E 11/16/17 D.R.B.COMMENTS JT A2.02 ENLARGE LEVEL2FLOORPLAN ---- ' i' DF 12/01/17 D.R.B.COMMENTS JT E-t_