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HomeMy WebLinkAboutRed Cleveland Blvd Bldg Plans Utilities International Departures Airport15 0 G n •- 14 �eff r a iio CENTRAL FLORIDA lw_,mlljl__lt' Domialf f .. R x $� �Y'� �i sf �''t�: ,�-,�z�' �� � �:� ,�a��� ���,�, �'r�%� s "•-" "fir � F aM � `� %iz :- :..-,r n;,i.R ..... s. ;. "`--i}.. 'a.`. YERMINALS, .. +r - '"}&.r ir:. �;#+' L',fr-N VICENYE AVENUE lign!- s 4 �.�:. , I !� WEST EXIT ?AXI NAY '3' ?RCPOSEO ?AX14^!AY �-- t � I VAUl.T s o rj\j„ RUN'NAY 9R-271- 3578' X 73' j 1'.1lnY 41 _ I r I I �Z �-- i \ Rrti! C.A. , A. —J� — 27 PROJECT,..�R�,. ITICa� rG.a. 2 9 LONG Arc 1j .III PARK N ij � cT-: Awe nos J `i ','mil �v� jj�" j,�� �,•� .�.-1 �-'\ i^� ' i 'i i i� �' % j\ N r _jj ----- ---- 7 1 2».,,■�...- NAME OF DEVELOPMENT: INTERNATIONAL DEPARTURES BUILDING LEGAL DESCRIPTION: SEE DRAWING C-7 ACREAGE: 2,25 ACRES (PROPOSED LEASE) SCALE: AS NOTED ON EACH SHEET, NORTH ARROW: AS NOTED ON EACH SHEET. EXISTING ZONING: RI-1 PREPARATIONJREVISION DATE: 'AS NOTED ON EACH SHEET. OWNER: CENTRAL FLORIDA TERMINALS, INC. 5520 SAN VINCENTE AVENUE CORAL GABLES, FLORIDA 33146 OWNER'S AUTHORIZED AGENT: BRPH ARCHITECTS -ENGINEERS, INC, 3275 SUNTREE BOULEVARD MELBOURNE, FLORIDA 32940 ENGINEER: BRPH ARCHITECTS -ENGINEERS, INC. 3275 SUNTREE BOULEVARD MELBOURNE, FLORIDA 32940 SURVEYOR: EXISTING TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY BY TINKLEPAUGH SURVEYING SERVICES, INC. SURVEY TITLED "CENTRAL FLORIDA REGIONAL AIRPORT, TERMINAL ACCESS ROAD, EXISTING nj TOPOGRAPHY" DATED 1993, GROSS SQUARE FOOTAGE: 571675 S,F. (INCLUDES CONCOURSE) -y 'P iou , 4 SHEET DRAWING TITLE GENERAL G-1 CIVIL TITLE SHEET C-1 LEGEND AND ABBREVIATIONS C-2 DEMOLITION PLAN C-3 LAYOUT PLAN C-4 SITE GRADING AND DRAINAGE PLAN C-5 UTILITY PLAN C-6 DETAILS (__7 FYWRTT u4ii f - i y;» , ..rs ..., r. .ra _.. :•a .. . - m _+[^.... �.. i .,.<:, ,.e ... z ,... .. :. i'.. s -... ,. ,.,� -,. F,'"- -, yy �. $ _< ?. k.-�7'.l, �5: -Y. �:� -..: r 7. _ -'•ii' �,y� - `E.1,: k !'�:. f� � �$: �sL. �.: =- F :. ,c" t- - ._- -. v 0 o m c Z O W W 0 Z EL1 0 Q F- I Q cv a ■ I O Q 2 V ° W � rL VJ lV, O o V CL L U »- rn-� LL,C w Ln LL rr U Q r C a ,Q N u � C Z F Lu (Wp -i LL ¢ N L 0 LJ. H Z W Z N CL W � W/� � U) aw � J U ° - u Q1 Lo i" 'N'J 0 N C O a .J. N co £e �D D .m.J ~ .... W w u AF UJ V (� 1 Q o K 00 w ccz0 - i U) 0 T 0- W w C) o �°-- z C) z T W 0 FA 0 i •- 4 J �c I -GENERAL NOTES: 01 1, SURVEY INFORMATION SHOWN HEREON WAS TAKEN FROM TINKLEPAUGH SURVEYING m SERVICES, INC. SURVEY TITLED "CENTRAL FLORIDA REGIONAL AIRPORT; TERMINAL D-103 I I ACCESS ROAD; EXISTING TOPOGRAPHY", AND DATED 1993. 2, ALL ELEVATIONS ARE BASED ON NGVD-1929, 3. NORTH AND EAST COORDINATES, AND BEARINGS ARE BASED ON AIRPORT COORDINATE Z SYSTEM (CENTERLINE RUNWAY 9L-27R = N 10000). 0 4. UNDERGROUND UTILITIES ARE LOCATED BASED ON SURFACE EVIDENCE AND LOCATIONS > PROVIDED BY UTILITY OWNERS. DEPTH OF ALL UTILITIES SHOWN IS UNKNOWN WITH THE EXCEPTION OF SANITARY SEWER LINES AND STORM DRAIN LINES. CONTRACTOR o SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS AND ELEVATIONS PRIOR TO z CONSTRUCTION. CONTRACTOR MUST CALL "SUNSHINE STATE ONE" CALL CENTER 48 HOURS o PRIOR TO CONSTRUCTION AT 1-800-432-4770 TO LOCATE ALL UTILITIES, CONTRACTOR Cl D-103 SHALL NOTIFY UTILITY OWNERS 72 HOURS (MINIMUM) PRIOR TO CONSTRUCTION, Q 5, CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITY LINESLU 'n DURING CONSTRUCTION. Q 6, WATER MAINS AND SANITARY SEWERS ARE THE PROPERTY OF THE CITY OF SANFORD. cat 1 COORDINATE WITH THE UTILITIES DEPARTMENT, T GAS LINES ARE THE PROPERTY OF FLORIDA PUBLIC UTILITIES, TELEPHONE No, (407) 322-5733. 8. WATER SERVICE INTERRUPTION DURING CONSTRUCTION MUST BE COORDINATED WITH THE 0 0. CITY AND THE AIRPORT AUTHORITY. Q Q rn o w � a 9, ALL FENCE REMOVAL MUST BE IN ACCORDANCE WITH THE FAA, AS TO AVOID LEAVING u) ® W rn sp S THE AIR OPERATIONS AREA WITHOUT A SECURED BOUNDARY. THE FENCE LINE MUST NOT -� �Qo14o BE LEFT OPEN AT ANY TIME DURING NON -WORKING HOURS, ® O ® o o �J m�va'-' C w u. O a�Qro NOTES: 0 z W J �� D^103 I 1 Ill ►�- 0 T � TY ro 0-100 REMOVE EXISTING FENCE AND ASSOCIATED HARDWARE AS REQUIRED, STORE W z z 0 0 MATERIAL FOR RELOCATION UPON COMPLETION OF CONSTRUCTION, AS DIRECTED u) Ir v v 1 BY OWNER ON SITE, SEE DRAWING C-3 FO LOC � (n O .2 N ro m ro '� D-101 SAWCUT AND REMOVE EXISTING PAVEMENT AND BASE AS REQUIRED FOR NEW � _jCL CONSTRUCTION, COORDINATE EXACT EXCAVATION LOCATION AND DEPTH = m Al REQUIREMENTS WITH APPROPRIATE TRADE. EXISTING 1 I CONCRETE I I D-102 REMOVE EXISTING FIRE HYDRANT AND VALVE, STORE MATERIAL FOR 0 < D-103 EXISTING EXISTING CONCRETE RELOCATION WITH INSTALLATION - OF NEW WATER MAIN, SEE DRAWING C-5 CONCRETE I FOR RELOCATION, FIRE HYDRANT/LINE TO REMAIN IN OPERATION UNTIL NEW W LI E P C � W D-102 D-101 Z W ,HAIN LINK FENCE D-103 REMOVE CONCRETE AND BASE AS REQUIRED FOR NEW CONSTRUCTION. COORDINATE _x_x x X x x x x X X x X--X EXACT EXCAVATION LOCATION AND DEPTH REQUIREMENTS WITH APPROPRIATE TRADE. CONCRETE Al 51.35 51.38 51.31 _ 51.35 51.34 51.34 51.32 1 1 25 - - 51.28 51.4 - - 51.27 1. 1.32 - - - 5,.34 51`37 I I ^ 4 RE OV 2' CURB AND GUTTER AS REQUIRED FOR NEW CONSTRUCTION. '� ` a_E D-101 h� 0-105 REMOVE 8" WATER MAIN AS REQUIRED FOR NEW CONSTRUCTION, � W VAULT e - - - �c I 3/4" WATFR,LNE D-106 REMOVE SANITARY SEWER MANHOLE AND 8" PVC SANITARY SEWER PIPE AS �6. z.B - - - - - - aNI !SPIGOT REQUIRED FOR NEW CONSTRUCTION, CONTE BASE r II r r T I f� 44{7H LIGHT F_ 7 F_ 7 A T EXISTING U [� 2.6 x 2.° II D-110 GRASS D-107 REMOVE STORM DRAIN CATCH BASIN AND RCP STORM DRAIN PIPE AS REQUIRED I II F aIr j ! ! CONCRETE BASE FOR NEW CONSTRUCTION. t 11 W,TH LIGHT c l l , 5162 n 52.19 `II A`? I I 5 9.7 II D-109 D-108 SAWCUT AND REMOVE PAVEMENT AND 2' CURB AND GUTTER AS REQUIRED FOR C _ SG.7z as"Rca - "074-----�1-22-----44_:�3\x- - v - x - s CONSTRUCTION OF NEW UTILITY IN.;.33 - - - 24'RCP SD- - - - 24" RCP SD -kJ.33 D.78 BASS 6.0 x 5.5 D-109 REMOVE EXISTING LIGHT POLE AND BASE AS APPLICABLE, STORE MATERIAL FOR STORM CATCH BASIN 5 • GRATE ELEV. = 49.33' D-101 D-100 RELOCATION, CONTRACTOR SHALL REMOVE THE ELECTRICAL BRANCH CIRCUIT BACK TO _J S. INV. ELEV. = 46.97' c w. INV. ELEV. = 47.00' s1.s � s POINT OF CIRCUIT ORIGIN AND REFEED ALL AFFECTED DOWNSTREAM LIGHTING D-101 I a� I FIXTURES WHICH ARE TO REMAIN IN SERVICE. MATCH EXISTING CONDUCTOR AND 1 CONDUIT EXACT, ALL UNDERGROUND CONDUIT WHICH IS NOT TO BE USED, SHALL BE m 50.8� I - - - - _ _Nr 1 = ABANDONED -IN -PLACE. L _ - 51.71) V) - J 51.1c' I Q D-110 REMOVE EXISTING GATE AND STORE MATERIAL FOR RELOCATION WITH FENCE. SEE w Q � s0.91 s 0 1 , _I_51.5D , S t/ 1x1 �0 DRAWING C-3 FOR RELOCATION, (� z O C x � 9 9 °49.7 D-11I `REMOVE EXISTING SURFACE MOUNTED GATE OPERATOR BRANCH CIRCUIT COMPLETE .� 0 I 50.72 I SG.491 1 � BACK TO CIRCUIT ORIGIN LOCATED WITHIN THE EXISTING ARRIVALS BUILDING, (�LL _ II ING GR'XI�.�S 50 RECONNECT THE GATE OPERATOR SYSTEM AS SHOWN ON DRAWING E-2, W z 50.9 II POLE SUPPORTS EXISTING 1 I�50.38 11 I- OR A.LUVINUV ROOF INTERNATIONAL ARRIVALS BUILDING [IA13) 1 � \\ 1 ��0 � D-112 SAWCUT AND REMOVE EXISTING CONCRETE SIDEWALK. CL 0 I (TYPICAL) - 1 \ 50 s w �a F.F. ELEV, 51,92 \\Y9 a xg'g / D-113 REMOVE AND RELOCATE EXISTING 3" WATER METER &. BACKFLOW PREVENTOR ASSEMBLY. COORDINATE WATER SERVICE INTERRUPTION WITH THE AIRPORT AUTHORITY. a I 5C.9 50.6 5� g 51.22 P 50.67 \ { °P/ g° PIS 10.75 I i �g. SEE DRAWING C-5 FOR RELOCATION, D-105 / 49.7 < 0 EXISTING { -F � c 49.5 SET 1" x 2" STAKE DIRT D 111 \� �� 9 U. BCREHOLE No. 36 (ELEV. = 50.9') / j f4 .9 X 5 PING ASPHALT N 57700 100 f ^7 �(9 qsc o CONCRETE D-10 / �,� 17 7 PAD SET NAIL AND DISK IN PAVEMENT KEYPAD � / } BOREHOLE No. 34 (ELEV. = 51.22') p� / (W B- I EXISTING D-109 N 7700 �� 50.19 // `A z � 6' x 6' 4 p- q 1 DIRT E 530D \ / cr �--� VAULT BOX I I I 0. W Z (PAVED OVER) I I D-112 51 }\ SQ18 10 A W �Jd L0.69 5C.49 D-104 k� Z ASPHALT 0\\ o 0 1 I 11 D-104 �1� // / / /J EXISTIN0 8' / �CENCE I \ 1�.� _ _ ' \s' `-EXISTING HIGiSIDE ~` �Rr NG I - - \.off - - - - ^e EXISTING ASPHALTIC a CURB &GUTTER - - - ---f - ¢�'� �Yc - - - - - - - - - - - - - - .. ry-i- - -� PAVEMENT m � � 50.69 / 50:67 � / / 50.3 of ��\ Ln >1 \ \ I SET 1" x 2" STANCE \ I BOREHOLE No. 39 (=LEV. = 49.3') EX STING LOV•ISIDE D^108 C�'RB & G�LT'ER 0 \ N 7600 \\ \ \ � 75000 1-1 , / �Q�P� 50,7a DATE I I a P � EVTSSG / /J�� 01/27/95 0- ��� \ 5Q69 50.7 / 8' PVc 11 °� Q\� // / DESIGNED BY ----_w-----------w-------------w---}I--------w------------w-----L__/ �1 / �. / DEARING I I �/ - 8•wvc - _ \�. � 0 / /� DRAWN BY SFT ' - `_ _ _ EXISTING UTILITY TRENCH DEARING I 48.2 E 5200 / - - - _ _ / (FAA, FORCEMAIN, AND BEACON CHECKED BY 50.26 49.82 II �� Q � CONTROL CABLE) I �± A I I 4 8. 9 ecq '�� / JCS �J O N E S 49.79 I I 4a.a R/ 49.6 I I 49.73 \\ \ 50i ( �/ / CAD CODE 49.90 49.8 III 45.7 II / g1 \ 1 e� 50.3 EXISTING 50.3 3652,02\C-02 DEMOLITION PLAN ExIsrlNc rnETER, PROJECT NO. AND R.P.BACKFLCI PREVENTOR 1" = 30' N 3652.01 50.56 ``� �o'l JC\ / DRAWING NO. -- -- -- -- II -- -- -- -- C-2 cq 24" RCP 1a" RC / SHEET 4 OF 84 �1� cq - - - - - - - - - - - - - - - - - - - - - - - - - - r 0 A / 1 T 1 U I 13 U 13 It 0 N a - 14 I. 1t 1► 10 N_ N O A, m 0 I J 51 4 9 V I I \y' o I I 1 Ln Z Li � L�d f °I — > 0 i i I Q i i I Lu 1 Cn o p fy_ d �To o 1 0 ' _\ 1 0 1 I `` oTo oTo Lu 9 El 1 oj� r C� EXISTING CONCRETE 35.81 II L_ L_ _j 3-107 K C-3 C-6 1! F,F, ELEV, 51.92 N L 10, .° 3-112 -3 C-6 C-3 C-6 RAss c� 1 0 COVERED < BAGGAGE HANDLING t 11 3-112 ° a a AREA C� 3-107 h C-3 C-6 3-111 3-101 ° ° U ° CJ C-3 C-6 U I!� EXISTINGI �o-E SuPPORTS of JR �MINUM ROLE INTERNATIONAL ARRIVALS BUILDING (IA3 hIcj _ (TYPICAL) ' I N F,F, ELEV, 51.92 a 3-112 ° I ° a C-3 C- ci G a, 1 ff ;j 2 1 - Y � GENERAL NOTES: U o 1, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH FDOT SPECIFICATIONS FOR ROAD m AND BRIDGE CONSTRUCTION, CURRENT EDITION AND WITH FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS, CURRENT EDITION, 2. SEE DRAWING C-4 FOR SITE GRADING AND DRAINAGE LAYOUT, 3, SEE DRAWING C-5 FOR UTILITY LAYOUT, z 0 4. ALL FENCE REMOVAL MUST BE IN ACCORDANCE WITH THE FAA, AS TO AVOID LEAVING o THE AIR OPERATIONS AREA WITHOUT A SECURED BOUNDARY. THE FENCE LINE MUST NOT > \ BE LEFT OPEN AT ANY TIME DURING NON -WORKING HOURS, w o z Lu 0 \I I � a � ® N U 0NO T E IS ° ■ c\j a ro 3-100 CONSTRUCT NEW ASPHALTIC PAVEMENT. SEE DETAIL INDICATED. > L r W 0) spe 3-101 _ REINSTALL CHAIN LINK FENCE, POSTS CAN NOT BE RELOCATED, SEE DETAIL INDICATED, ® 0O p o w w .J m� U- ro c 3-102 REINSTALL CHAIN LINK GATE, w u W O a LL LL 3-103 PROVIDE 8" PORTLAND CEMENT CONCRETE PAVEMENT WITH #5 @ 10" O,C.E,W, MID -DEPTH, z°uj co ' SEE SIMILAR DETAIL INDICATED. W Z Z N C o 1 3-104 FPL PAD MOUNTED TRANSFORMER AND EMERGENCY GENERATOR, SEE ELECTRICAL PLANS (n OC U o = \ v FOR DIMENSIONS AND LAYOUT, INSTALL CONCRETE PAD PER FPL SPECIFICATIONS, (� � o c 'O 3-105 PROVIDE ASPHALTIC CONCRETE PAVEMENT REPLACEMENT, SEE DETAIL INDICATED, � N W a = c*) II I 3-106 PROVIDE SOD AS REQUIRED. CA\ 3-107 CONSTRUCT 6" PORTLAND CEMENT CONCRETE PAVEMENT. SEE DETAIL INDICATED, 3-108 CONSTRUCT FDOT TYPE "F" CURB AND GUTTER, MODIFIED FOR HIGH SIDE OF PAVEMENT T WHERE NECESSARY, W 3-109 CONSTRUCT 4" CONCRETE SIDEWALK WITH 6x6 W1,4xW1,4 W,W.F, SEE DETAIL INDICATED, 3-110 EXISTING PAVEMENT TO REMAIN. 4' 3-111 NEW TERMINAL BUILDING. SEE ARCHITECTURAL PLANS FOR INTERIOR DIMENSIONS AND LAYOUT. Io 3-112 PROVIDE EXPANSION JOINT MATERIAL AND THICKENED CONCRETE EDGE, SEE DETAIL CL W INDICATED, 2 U \I 3-113 CONSTRUCT NEW RAMP PER FDOT INDEX 304, 3-114 PROVIDE BOLLARDS, SEE DETAIL INDICATED. 3-115 CONCRETE FPL METER PEDESTAL, SEE DRAWING E-2, �-- Z 0 0 I I a_ Zr Lj 0. c � n 0 aoi W CL W 0 ...� cc 0�- / 0 u i (j) = _ KIP"/�� `XaoccG 1 1 I r x STINO =ASS A� EXISTING GRASS -- - -- --- SHEET S - - -- --- -- --- o F 84 ...a. -..:...-,.. m-x.• w .. ++..vxs .., 5^-. _ .. -. -TP.'C-Tip.- t2aJ' oAR.Si .�.-T �?}f�a.m.... L i , 11 9 0 1 s- `q 11 . ,. 0 0 0 Ln I c� z w LINK FENCE I x-X--X x- X x--X-- X X X-X CONCRETE EXISTING 51.35 51.38• 51.31 _ INLET NO. 8 1.35 - - 51.28 51.4 - RIM EL. 50.50 5 .2 INV. 45.75 S �p OO d L d a 49.33 C I F-1 II .al 62 052.19 III f 49.33 - 50.72 _ 51.2 F74 KC? SD --------- - BASS 6.0' x 5.5' STORM CATCH BASIN A- 50 7� GRATE ELEV. = 49.33' I�Pv O S. INV. E-EV. = 46.97' W. INV. c_-V. = 47.00' 50.8 I A 51.10 50.91 III r z 50.72 o i U I I j PER 1. THE CONTRACTOR SHALL MAKE EVERY EFFORT DURING CONSTRUCTION TO CONTROL 4-105 WIND AND WATER EROSION OF THE SOIL ON SITE. 2. TYPE I HAY BALE BARRIERS SHALL BE USED AS NECESSARY AT THE SITE TO / f I PREVENT EROSION FROM STORMWATER DISCHARGE. THESE HAY BALES SHALL BE PLACED IN ACCORDANCE WITH F.D.O.T. INDEX No. 103. 3. SHOULD THE SITE BECOME EXCESSIVELY DRY, AND WIND AND SOIL EROSION r / BECOMES PREVALENT AND A NUISANCE TO THE AIRPORT, THE CONTRACTOR / 1 I SHALL WATER AND/OR SEED AND MULCH THE AREA, AND/OR PROVIDE FENCING AS NECESSARY. 6 d �y� I I i I I r / / 4--105 A, /7 v/ / 50.97 EXISTING POLE SUPPORTS OR A'_UMINUa ROOF INTERNATIONAL ARRIVALS BUILDING (IA3) !I ITVPICAL) - - F.F, ELEV, 511.92 I 50.9 I 50.75 L60 _�11 ASPHALT ;ONCRETc PAD Lr. _ 0 IT1 50.49 _ _ 11 ASPHALT a d I ® ® MATCH o\ o ® ®� ® EXISTdNG -- -- -- -- - -- 1==--- I �NG AS=-AL- �PAVEMFNT I \\ NI > \\ I I l Xi STING I OWSIDE CURB & GUTTER T-I i \L-I/ EXISTING INLET N0. 14 EXISTING CONCRETE J 51.37 / / �o i i i i / / / --X,ST,NG / GRASS V r Cl 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH FDOT SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, WITH FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS. 2. SURVEY INFORMATION SHOWN HEREON WAS PROVIDED BY TINKLEPAUGH SURVEYING SERVICES, INC. SURVEY TITLED "CENTRAL FLORIDA REGIONAL AIRPORT; TERMINAL ACCESS ROAD; EXISTING TOPOGRAPHY11, AND DATED 1993, Z 3. ALL ELEVATIONS ARE BASED ON NGVD-1929, 0 4. NORTH AND EAST COORDINATES, AND BEARINGS ARE BASED ON AIRPORT COORDINATE w SYSTEM (CENTERLINE RUNWAY 9L-27R = N 10000). 0 5. UNDERGROUND UTILITIES ARE LOCATED BASED ON SURFACE EVIDENCE AND LOCATIONS z W PROVIDED BY UTILITY OWNERS, DEPTH OF ALL UTILITIES SHOWN IS UNKNOWN WITH o THE EXCEPTION OF SANITARY SEWER LINES AND STORM DRAIN LINES, CONTRACTOR Q SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS AND ELEVATIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY UTILITY OWNERS 72 HOURS (MINIMUM) ,n PRIOR TO CONSTRUCTION. uj 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITY LINES o `V DURING CONSTRUCTION. a . 7. SEE DRAWING C-3 FOR BUILDING LAYOUT DIMENSIONS. 8, SEE DRAWING C-5 FOR UTILITIES, Z Q O 4 ° U C U O ...a Q 0) N 0 CL > W C7 rn /U LJ.. J � Q O 0 O o U : W � U- csC)- Oo O l9%®i �O,._ Lij ¢=LLW TNc craw 4-100 BREAK INTO THE EXISTING NORTHEAST SIDE OF STRUCTURE NO. 9 �J Z z W a) ZZ ° a a AT INV. 45,75, U) O 4-101 SAWCUT AND MATCH EXISTING PAVEMENT, Lo c.o Q? 4-102 NEW CONCRETE SIDEWALK, MATCH EXISTING TOP OF CURB, ro 4-103 GRASS, GRADE TO DRAIN, , A 4 104 PROVIDE 811 PORTLAND CEMENT CONCRETE PAVEMENT WITH �#5 w @ 1011 O.C.E.W. MID -DEPTH, SEE SIMILAR DETAIL INDICATED, W 4-105 BOTTOM STAIR LANDING TO MATCH EXISTING CONCRETE PAVEMENT. w - U z 4-106 CONSTRUCT RAMP PER FDOT INDEX 304. 4-107 FPL PAD MOUNTED TRANSFORMER AND EMERGENCY GENERATOR. SEE a ELECTRICAL PLANS FOR DIMENSIONS AND LAYOUT. 4-108 PROVIDE BOLLARDS, SEE DETAIL INDICATED, -•� W U: c) 00 0/ z0 w zLjL > � z 0 TO o <~ 9.9 �09 �9h w ® W 49.7 9.8 I 1 49.7 � 49.5 49'9 EX STING - -5CT / ' GRASS STORM DRAINAGE STRUCTURE SCHEDULE NO. STRUCTURE TYPE TOP ELEV INVERT ELEV 9 FDOT INDEX NO, 200/201 TYPE J-8 51.00i 45.89 SW E & S 9B FDOT INDEX N0. 200/201 TYPE J-8 52.30* 45.99 W & 9C FDOT INDEX N0. 232 TYPE G 51,50 46.02 E&N 46.65 S&SW 9D FDOT INDEX N0. 232 TYPE F 51.15 46.10 W SW SE & E 9E FDOT INDEX NO, 232 TYPE F 51.50 46.18 W S & SE 9 FK_--_Z U R N FLOOR DRAIN Z-541-DG 51.55 47.00 N & S 9G IZURN FLOOR DRAIN Z-541-DG 51.50 47.30 N & SW 14A JFDOT INDEX NO, 200/201 TYPE J-81 50,85 1 46.66 u. z 0 --� u- Z Z cr- L�Lss f_ W U 119 NOTES; PIPE LENGTHS CALCULATED TO CENTER OF STRUCTURE, PROVIDE 611 SUMP IN ALL FDOT DRAINAGE STRUCTURES. \' 50.18 \6� 50.3 EX,ST NG a' •C/L FENCE tali g= iz • m 7D-.Q 01/27/95 DESIGNED BY TOM DRAWN BY TOM CHECKED BY JONES CAD CODE 3652.02\C-04 PROJECT NO. 3652.01 DRAWING NO. C-4 SHEET 6 OF 84 1 I 0 fi II R ,. 0 0 9 I 0 `. g' II 10 A c 0 A lK FENCE —x x x x x--x-- — — CONCRETE u 4' x 4' VAULT B0X Z E•' x i E' _ CONCRETE BASE WITHL�L'GHT : I 0 fi II R ,. 0 0 9 I 0 `. g' II 10 A c 0 A lK FENCE —x x x x x--x-- — — CONCRETE u 4' x 4' VAULT B0X Z E•' x i E' _ CONCRETE BASE WITHL�L'GHT : � ICI U Ili II PO_E SUPPORTS OR A'_JWNUM ROOF (-IPICAL ) »1 I i ASPHALT )AC s' x s' VAU._T BOX ('--AVER CVER) 7, L L — ASP�-,ALT — FX s-:NG C-5 C-6 CONCRETE C-5 C-61 CONCRETE BASE 'A'ITH L'GHT EXISTING INTERNATIONAL ARRIVALS BUILDING (IAB) F.F. ELEV, 51,92 EXISTING CCNCRETE 3/4" WATER _�N_ �ACD SIIPIGc,T J EXISTING ` GRASS C-5 &C-6' ' T C',C-, CLCV, 51,9Z � 5-110f REF. 100'-01IF__1 / p TT -o` { CA OPY ` SEE INSET - - 5-112 — _J----------------Z— ®- ® — —t a I 0 0 e I ® I I y> 10 I❑ ❑ ❑ ❑ ❑ ❑ ❑ I 1� 5-115 -112 30 _ ExlsrlNc P�,aLT C C9 a3 Ex =r r.c H GsICE L _ — — — — — — — — .-- — — — — �i - 5�C-6 — — — — — — — — — — — — — — — — — �} — PAVEMENT _ I JRB & GGTTER SS / 5-113 211 G -- -- 2u G -- � i / __ � - e � � � 5-105 5 C_6 , SG 5-113 a- 5-109 ---w----------- w-----------$-w----------- w------------ w---5-103 J GENERA. NOTES" 0 o 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH FDOT SPECIFICATIONS FOR ROAD m o I I AND BRIDGE CONSTRUCTION, AND FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS. { 2, SEE DRAWING C-2 FOR SITE DEMOLITION. 3, SEE DRAWING C-3 FOR SITE LAYOUT, 4, SEE DRAWING C-4 FOR SITE GRADING AND DRAINAGE LAYOUT. 5, WATER SERVICE INTERRUPTION DURING CONSTRUCTION MUST BE COORDINATED WITH Z THE CITY AND THE AIRPORT AUTHORITY, 0 0T 0 W EL � 5-100 PROVIDE 811 PVC FIRE LINE. Lu 5-101 CUT EXISTING 811 PVC WATER MAIN AND INSTALL 811x811x811 D.I. TEE AND REPAIR o COUPLING CONTRACTOR TO EXERCISE EXTREME CAUTION WHEN EXCAVATING Cl Q IN THIS AREA, I 5-102 PROVIDE 811x45' D,I, BEND. W [ I 5-103 PROVIDE 81lx9O' D,I, BEND, Q N 5-104 NOTE NUMBER NOT USED, � cV 5-105 PROVIDE 8" DETECTOR CHECK VALVE ASSEMBLY WITHOUT FIRE DEPARTMENT Q -- CONNECTION. SEE DETAIL INDICATED, 5-106 PROVIDE FIRE HYDRANT ASSEMBLY, SEE DETAIL INDICATED. o 5-107 REINSTALL FIRE HYDRANT ASSEMBLY AND VALVE, SEE DETAIL INDICATED, O I I 5-108 PROVIDE 811 FLANGED D.I. PIPE WITH FLANGED FITTINGS, SUPPORT FROM > UNDERSIDE OF CONCOURSE DECK. (jW — I r T Ol 5-109 PROVIDE 811 DETECTOR CHECK VALVE ASSEMBLY, SEE DETAIL INDICATED, J� 0 O _p o rn 0 5-110 CONNECT TO EXISTING 811 WATER MAIN, 6" PVC SERVICE TO INCLUDE;Lu LLp ¢ O 1 - 8°x611 D.I. REDUCER --i Q IL LL I 1 - 6" GATE VALVE & BOX z (�(�{{J•• o LL I I 2- 611x90° D,I, BEND W � 1- 611x611x311 D.I, TEE w z z 0 Q 1 - 6"x311 D.I. REDUCER (n 1 - 31lx90' Q.I. BEND w (fj oN 1 1- 311 GATE VALVE f In coa i� J a 5-111 WEX ISTING 311 WATER METER AND BACKFLOW PREVENTOR ASSEMBLY 90°1 WDE ONE 311 WATER METER AND REDUCED PRESSURE BACKFLOW PREVENTOR • ASSEMBLY, INTERRUPTION TO IAB SHOULD BE MINIMIZED, SEE DETAIL INDICATED, 5-112 SEE DRAWING P-1 FOR CONTINUATION AND OR GREASE TRAP DETAILS. (� 5-113 NEW 211 GAS LINE BY FLORIDA PUBLIC UT 1 . S. COORDINATE WITH PAVEMENT CURB 1-N w AND GUTTER REPLACEMENT, LOCATION OF GAS LINE SHALT_ BE COORDINATED WITH ""' W EXISTING LIGHTING AND LANDSCAPING IMPROVEMENTS, 4" PVC SLEEVES SHALL BE m W JETTED UNDER ALL SIDEWALK CONFLICTS, 0 z 5-114 PROVIDE SANITARY SEWER MANHOLE, RIM EL,: 51,60 INV. EL.: 45.57 (N & El, 45,49 (W). 1 CONTRACTOR TO FIELD VERIFY INVERT PRIOR TO ORDERING MANHOLE, 4" ® U} 5-115 PROVIDE 148 L.F, OF 811 PVC SANITARY SEWER AT 0,50% SLOPE. J 5-116 PROVIDE SANITARY SEWER MANHOLE, RIM EL.: 51.50, INV. EL.: 46.39 (N,E), 46.31 W. � 11.E BRICK INVERT OPENINGS TO THE NORTH AND EAST FOR FUTURE CONNECTION, SEE U DETAIL INDICATED, 1 I 5-117 NEW TERMINAL BUILDING, SEE MECHANICAL, PLUMBING AND ELECTRICAL PLANS FOR Q INTEIRIOR UTILITY LOCATIONS AND LAYOUT, 5-118 PROVIDE 8" X 22 1/20 D.I. BEND. o 5-119 PROVIDE BOLLARDS, SEE DETAIL INDICATED, (c 5-120 PROVIDE AIRCRAFT SANITARY SEWER PUMP OUT STATION, SEE DRAWING P-1 0 0 7 c FOR DETAIL, aP 1 5-121 PROVIDE 811 PORTLAND CEMENT CONCRETE PAVEMENT WITH #5 @ 1011 O.C,E,W, c I a a I MID -DEPTH, SEE SIMILAR DETAIL INDICATED, 5-122 FPL PAD MOUNTED TRANSFORMER AND EMERGENCY GENERATOR, SEE ELECTRICAL PLANS FOR DIMENSIONS AND LAYOUT, w z n 0 TYP, 0. W w Q 5 -118 ® ® cr LL GAS METER 0 (BY FLORIDA UTILITIES{ LL � ExsT�NG / �PASs EXISTING 311 WATER METER & BACKFLOW PREVENTOR ASSEMBLY CC / 2' 3" W X I— ti M 2' M z 311 W / � x Z NEW 311 WATER METER & BACKFLOW Ek 3T'NG a 0'L FENCE c� PREVENTOR ASSEMBLY / I--- cy cV _01 EXISTING UTILITY T? NCH (FAA, FORCE fv N. BEACON ��ONT OIL ABLE) 28 ,. 5-106 / / '�� �Q (( e�0 EXISTING VALVE, 5-102 AND BLOWN —OFF ND RING METER, A / NP PBaCxF_Ory PREVEN-CR c s,. . � ,$--�.wa�. �. ...-. .�-wsnt.,s.r-- �•:res'� � -.•, ..- . - - - � . ..—.43.�wz:;srl w_m.:c�rt - .� -.-i�:&i�+:r-..ar-- sa;s�s- - - — = r�r� `?;-.r�".,, �,�,`''.' y�tx =sbr� - ar'cu=�x,e:.r�t - - - - mc 21I G 1 ' DATE 01/27/95 DESIGNED BY DEARING DRAWN BY liI T R & BACKFLOW LOCATION DEARING CHECKED BY JONES NOTE: SEE THE REFERENCE DETAIL FOR ALL CAD CODE REFERENCES TO PIPES, SLABS, THRUST BLOCKS, AND OTHER ELEMENTS, 3652,021C-05 PROJECT NO. 3652.01 UTILITY PLAN �! DRAWING NO. 1 � C-5 SHEET 7 OF 84 9 9 9 9 E 17■ 11 01 A 00 BUILDING CODE DATA REFERENCE - SSBC 1991 EDITION / NFPA 101 LIFE SAFETY CODE, 1991 EDITION, EXISTING ADJACENT BUILDING SSBC 1991 NFPA 101 1991 - OCCUPANCY CLASSIFICATION ; LARGE ASSEMBLY CLASS 'B' ASSEMBLY - BUILDING TYPE TYPE IV UNP-UNS II (000) - STORIES :1 - GROSS "AREA ; 191900 GSF NEW BUILDING - OCCUPANCY :LARGE ASSEMBLY CLASS 'A' ASSEMBLY - BUILDING TYPE ; TYPE II - SPK I (332) - STORIES 2 a - BUILDING IS FULLY FIRE SPRINKLERED - AREA SUMMARY ; FIRST FLOOR - 191430 GSF SECOND FLOOR IDB - 271445 GSF SECOND FLOOR CONCOURSE - 10,800 GSF ;TOTAL-57,675GSF BUILDING SEPARATION REQUIRE MENTS-SBC TABLE 600 DISTANCE TO CPL TYPE II CONNT, TYPE IV CONNT, OVER 0' TO. 3' ; 3-HOUR FIRE RATED WALL ; 1-HOUR FIRE RATED WALL OVER 3' TO 10' ; 2-HOUR FIRE RATED WALL ; 1-HOUR FIRE RATED WALL OVER 10' TO 20' ; 2-HOUR FIRE RATED WALL ; NON-COMBUSTABLE CPL = COMMON PROPERTY LINE TYPE II CONSTRUCTION - BASIC MULTI -FLOOR AREA UNLIMITED - BUILDING HEIGHT UNLIMITED - STEEL FRAME WITH SPRAY APPLIED FIRE PROOFING - PROTECTION REQUIREMENTS COLUMNS ; 2 HOUR FLR, BEAMS 2 HOUR ROOF BEAMS / JOISTS ; 1 HOUR FLOOR DECK ; 2 HOUR - UL DESIGN D-916 ROOF/CEILING ASSEMBLY 1 HOUR - DESIGN P-516 FOOTNOTE 9 TO TABLE 600 OMITS FIRE PROTECTION AT ROOFS OVER 20'-0" AFF SECOND FLOOR EGRESS CALCULATIONS THE SECOND FLOOR IS OPERATED AS AN OPEN RETAIL SALES AREA EGREESS CAN BE BASED ON A 'MALL' OCCUPANCY CONTENT REFERENCE; PER BBC 507.3.1 and NFPA 101 24-1,71(a) - 30 SF / PERSON GROSS AREA 27,445 GSF 271445 SF / 30 SF/PERSON = 915 PERSONS AN ALTERNATE METHOD TO DETERMINE OCCUPANCY CONTENT IS TO BASE IT ON ASSEMBLY SPACES SUCH AS CONFERENCE AREAS / RESTAURANTS / EXHIBITION RM'S. REFERENCE; ASSEMBLY; PER BBC 1103.1 and NFPA 101 8-1,7,1(b) - 15 NSF / PERSON MECRANTILE; PER BBC 1103.1 and NFPA 101 24-1.7.1(c) - 60 NSF / PERSON GROSS AREA 271445 GSF MECH. & TOILET RM'S, ECT. 41160 GSF AISLES / CIRC, SPACE 41500 GSF MERCANTILE SPACE 41000 SF / 60 SF/PERSON = 70 PERSONS NET ASSEMBLY AREA 14,795 SF / 15 SF/PERSON = 985 PERSONS TOTAL = 11055 PERSONS A THIRD METHOD TO DETERMINE OCCUPANCY CONTENT IS TO BASE IT ON THE ACTUAL SEATING COUNT OF; 600 SEATS THE SECOND METHOD BASED ON ASSEMBLY OCCUPANCY SEEMS THE MOST REASONABLE; FOR EGRESS CALCULATIONS USE; 1,055 PERSONS BY SSBC; 4-EXITS MIN. ARE REQUIRED, BY NFPA 101; 4-EXITS MIN, ARE REQUIRED. EXIT STAIR WIDTH REQUIRED; 11085 X .3 = 325" = 27'-2' 4 STAIRS ARE PROVIDED 4-STAIRS @ 7'-0" = 28'-011 STAIR CAPACITY @ 7'-0 = 280 PERSONS - 4 X 280 = 11120 PERSONS EACH STAIR SERVED WITH 2 - 36" DOORS = 360 PERSONS CAPACITY � 280 NOTE; NFPA 101-91 DROPPED THE REQUIREMENT FOR MAIN EXIT TO HANDLE 50% OF OCCUPANTS AND THE REMAINER OF EXITS TO HANDLE 67% OF OCCUPANTS EGRESS DATA - ASSEMBLY OCCUPANCY SSBC 1991 NFPA 101 1991 - MAXIMUM TRAVEL DISTANCE ; 250 FT, 200 FT, - MAXIMUM DEAD END AND CORRIDOR ; 20 FT. 20 FT. LIFE SAFETY LEGEND FE - FIRE EXTINGUISHER BRACKET MOUNTED FEC - FIRE EXTINGUISHER IN CABINET 150* - EXIT OR EXIT DISCHARGE POINT & # OF PERSONS SERVED WALL TYPES. 1❑ 4-HOUR FIRE RATED WALL 8" CMU 1❑ 4-HOUR FIRE RATED WALL 8" REINF, CONC. ❑2 2-HOUR FIRE RATED SHAFTWALL SYSTEM ❑3 2-1191JR-RATED 8" CMU WALL - SEE WALL SECTIONS ® NON -RATED GWB PARTITION TO DECK ABOVE ❑5 NON -RATED GWB PARTITION TO 411 ABOVE CEILING © NON -RATED GWB CHASE PARTITION TO CEILING 7 2-HOUR FIRE RATED METAL BUILDING WALL 1 I SPRAY APPLIED FIREPROOFING 1 METAL BUILDING WALL GIRT METAL BUILDING SIDING -. _. __. - _ -- - - I _ V� I.. 7 2—HOUR �I�� RATED 1/16" 1'_0n �. _ .... ...... METAL BUILDING WALL 9 1 1.1 61� 6�, 3 4 5 5.9 /// �1 8 9 10 11 12 13 14 15 16 UL DESIGN NO. U-703 2ND FLOOR FIRE RATED 2ND FLOOR DECK ASSEMBLY UL DESIGN NO, D-916 SEE ELEVATOR SHAFT DETAIL FOR SEAL TIGHT WITH CONDITION AT ROOF/CEILING ASSEMBLY FIREPROOFING MATERIAL CEILING RUNNER 411X20GAMTL CH STUDS @ 2411 D.C. L ACOUSTICAL LAY -IN CEILING SYSTEM HEIGHT VARIES O SEE REFLECTED ' CEILING PLANS r- 111 GYPSUM LINER - 2-1/2" FIRECODE 'Cl IN -PLACE CONC & PANEL - SHAFT SIDE GWB-FLOOR SIDE BALL FULLY GROUTED UNITED STATES SEE APPROVED GYPSUM CO, TYPES BELOW TYPE SLX CANADIAN GYPSUM CO,, LTD, - TYPE C 4-HOUR FIRE WALL BASED ON SSBC 1991 CHAPTER 31 3103.2 CELOTEX CORP. - TYPE FRP. DOMTAR GYPSUM - TYPE 5 UNITED STATES GYPSUM CO. - TYPE C SCHEDULED BASE AT SOME FLOOR RUNNER @ LOCATIONS 2411 D.C. 1. ACC, SEALANT �a F21 2-HOUR FIRE .RATED SHAFTWALL SYSTEM UL DESIGN NO. U-438 2ND FLOOR OR FIRE RATED ROOF/CEILING ASSEMBLY FIRE RATED FLOOR DECK ASSEMBLY UL DESIGN NO. D-916 SEAL TIGHT CONT W/ ACC SEALANT 5/8" GWB TO DECK 3 5/811 MTL, STUD 2411 O.C. NALL 2ND FLOOR OR FIRE RATED / ROOF/CEILING ASSEMBLY METAL DECK (SHOWN) STUDS TO DECK --,,,STUD TRACK @ 6'-011 D.C. MAX _ 7 411 A SEE REFLECTED CEILING PLANS FOR CEILINGS HEIGHTS ACOUSTICAL LAY -IN CEILING SYSTEM HEIGHT VARIES 5/811 GWB SEE REFLECTED C0 CEILING PLANS z H w 5/811 GWB U EA, SIDE I- v7 Lu 0 4" ACC, BATTS DE W 0 5/811 GWB 3 5/8 x 20 GA, MTL, STUDS @ 2411 O,C, TRACK SECURE @ Q 2411 O.C. STUD TRACK SCHEDULED BASE ACC. SEALANT ACC, CONT. - - CONC. SLAB ® 2-HOUR FIRE RATED ® NON -RATED 8" CMU WALL GWB PARTITION BASED ON SSBC 1991 TO DEC K CHAPTER 31 SEE FLOOR PLAN FOR LOCATION OF 611 STUDS SEAL ALL PENETRATIONS SMOKE TIGHT & FIRE PROOF TO MEET RATING OF WALL WITH UL APPROVED & TESTED FIRE BARRIER SEALING SYSTEM. 2 CONC. SLAB ® NON -RATED GW13 PARTITION SEE FLOOR PLAN FOR LOCATION OF 6" STUDS 2ND FLOOR OR FIRE RATED ROOF/CEILING ASSEMBLY r�� METAL DECK (SHOWN) STUDS TO DECK @ 6-011 O.C. MAX CONTINUE STUDS TO FLOOR DECK WHERE REQ'D @ 6-0" O.C. MAX, 1 5/8 x 20 GA. MTL, STUDS @ 2411 O.C. STUD TRACK - vi_ SEE REFLECTED CEILING PLANS FOR CEILINGS HEIGHTS RETURN STUDS TO STUD PARTITION & SECURE WHERE REQUIRED WALL OR PARTITION AS SCHEDULED 1-LAYER 5/811 GWB OR SCHEDULE BACKER BOARD STUD TRACK SCHEDULED BASE © NON -RATED GWB CHASE PARTITION _ 2 � co IL E. z 0 - w r z w 0 0 a u' w 0)F- r� cV N Q r- U D. z Q no < w � Oj Q � W 0 J 00 co °� o (0 rn z I- IllLli I O u' a a O c LLJ W Z Z Z v) o O m V = Lo N m J ,• Q W f- w W U z Cc � Q 0 � V IW C � a V z 0 0 ca 0 U. — / o:k F Wes® Cn CC i— _cc W T z nQ CL w ®0LL 0. Ir O J 0 � LL Z �- z < W 0= _j < u) LL r z `_' ) z fr W W W UL z DATE 1/27/95 DESIGNED BY ADT DRAWN BY TUO A CHECKED BY ADT CAD CODE 3652,02\LS-1 PROJECT NO. 3652,01 - DRAWING NO. LS-1 SHEET 10 OF 84 . 19 0 8 19 C Al C U 3 2 o i rniNirni ipc�F- C�TATP IxIn 0 = o V Q CO CL E! Z 0 4 w I s j0 0 z W Q W Q cq U D Z �� 0) f/e/w®_�� 4J J W > 111 -J 0) `f IX W O J D m C� Iz o U rn Z LL W O U- a . O t �. 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C-4 O L_.' EZ) I FIRST FLOOR ADT DRAWN Bonn IDKA A� " DRAFT CURTAIN AND MOTOR OPERATED OVERHEAD DOOR BY CONVEYOR MFR,/INSTALLER - G.C. TO PROVIDE OPENING AND COORDINATE SIZE AND BLOCKING AROUND TO RECIEVE DOOR FRAME ASSEMBLY, PROVIDE N.O,/N.C. AUXILIARY CONTACTS FOR REMOTE SECURITY ANNUNCIATION OF ALL BAGGAGE ACCESS DOORS.- SEE ELECT, DWG'S, 2 BAGGAGE CONVEYORS - O.F.O.I. 2A OPENING THRU WALL 4'-0"Wx6'-0"HT. CONFIRM WITH CONVEYOR MFR, 2B DRAFT CURTAIN O.F.C.I, 2C BAG SLIDES O.F.O.I. 2 CONVEYOR MOTOR ASSEMBLY O,F.O.I, WREMOV ONVEYOR UNIT O.F.Ol 1SLAB EDGE AND GUARD RAIL END, ISTING DOORS FRAME SHALL REMAIN). DOOR WITH EXISTING OPENING, PROVIDE METAL CLOSURE BETWEEN NEW METAL. MASONRY WALL AND EXISTING METAL SIDING @ HEAD AND JAMBS. PROVIDE METAL CLOSURE PIECE TO MATCH EXISTING SIDING, METAL SIDING ON STEEL STRUCTURE. COORDINATE SIZE WITH CONC, PEDESTAL BELOW - SEE STRUCTURAL DWG'S, STEEL COLUMNS WITH EXPOSED FIREPROOFING. $ 6110 PIPE COLUMN BOLLARD CONCRETE FILLED. SEE PLUMBING DWG'S. FOR NEW RAINWATER LEADER EXTENSION UP TO EXISTING GUTTER. 10 PIPE GUARD RAIL AND CURB BELOW. 11 OT USED 12 BAGGA X-RAY UNIT N.I.C. 13 WALK-THRU SECURITY UNIT N1C, 14 FUTURE INCLINED BAGGAGE CONVEYOR, 15 PROVIDE 5/8" GWB ON 3-5/81' METAL STUDS @ 24" IN FRONT OF SHAFT WALL ASSEMBLY AT DOOR SIDE ONLY. 16 DOWNSP UT. 17 NOT USED 18 DOUBLE STUD WALL 1-5/8" STUDS @ 24" c/c. WIDTH: 8" OUTSIDE OF STUD TO OUTSIDE OF STUD. 19 SEE CIVIL DWG'S. FOR PAVING THIS AREA. 20 PROVIDE HIGH IMPACT EIFS SYSTEM TO 6'-0" AFF, 21 SLOPE 5/8" GWB CLOSURE TO WALL FOLLOW ESCALATOR SHROUD, 22 5/8" GWB 1-SIDE OF 3-5/8" METAL STUDS 24" c/c. 23 WUSE 24 25 OT26 27 3/4" THICK FIRE RESISTANT PLYWOOD FROM FLOOR TO CEILING . PAIN WITH FLAT BLACK FIRE RETARDANT PAINT. 28 OT USE 29 SEES RU T. DWG'S. FOR SLAB JOINTS. 30 GWB AND METAL STUD FRAMING ABOVE 31 NORTH FACE OF SHAFTWALL ON COLUMN LINE 1 32 OT USE 1 33 SEE STRUCTURAL AND MECHANICAL DWG'S. FOR EQUIPMENT PADS, U Q m Q- 10 Z O W (r 0 z W C Q W rn Q � N N a p O o y2 cc It O O o . � N O O o ®Q` / a C (�� W rn m E LY0o0oa) Q W m U m`�` OO 8 �v �� W W LL ¢ Z W LL. -- Z W m am E Z Vl :D Ir c U aN w U) V ° m OM N Lo IQ C O �Y /� N co W c i Q W W U � � V W Q 77 5 . II. . r k r i U 0 0 0 F, 6 a U C AL d.. N N O 4 3 l 0` I 2 2" CLEAR TO FACE OF EXISTING �� _ — METAL SIDING/TYPICAL. 1 U Q FLAG NOTE,', L::� }M PROVIDE GWB ON METAL STUD SOFFIT ABOVE @ 8'-0" AFF. AND CARRY GWB UP ABOVE EXISTING CEILING. 2 5/8" GWB ON 1-1/2" P.T.. WOOD FURRING/TYPICAL, 3 REMOVE EXISTING PARTITION. EXISTING 2 HOUR FIRE RATED CORRIDOR WALL TO UNDERSIDE OF ROOF PANEL, NEW 2 HOUR FIRE RATED GWB PARTITION 2-LAYER 5/8" TYPE-X GWB ON 3-5/8" METAL STUDS @ 2411 c/c. UL DESIGN NO. U-465. (TO ROOF DECK) SEAL ALL PENITRATIONS WITH APPROVED FIRE BARRIER MATERIAL. z 0 6 5/8" GWB ON 3-5/8" METAL STUDS @ 241' c/c. EXISTING ALUM./GLASS WINDOW. $ PROVIDE ALUM. BREAK METAL CLOSURE TO EXISTING MULLION. 9 EXISTING WINDOW TO REMAIN IN PLACE, 10 NEW DOOR AS SCHEDULED, 11 REMOVE EXISTING DOOR AND WALL CONSTRUCTION. 12 NEW MASONRY WALL. 13 EXISTING METAL BUILDING WALL, PLAN DETAIL (2�) 1/4" = 1'-011 A3 A4 .OPED TOP o _ z W 0 0 Q Lo N i N U �� Q N VJ > W Cr) o m 0 V r W Z u" w W o Q O r R v U W °C z Z o Z � m ` o z W (/) (� W :D U) !Y � o U U < y� Lo N m J r^ VJ � Co I" W .l i 11J U � a ■ I I ' 9 :] I I 1 I / " I' 7 I' ' _ \ ,� iHIM 1—jI I I [lie / ■ 1 e . e I -ly. ..li ■ I 5 E G C 9 '• it 1) it RESTROOM #124 I1/411 ; 11.011 RESTROOMS #102 & #103 1/411 = 11_0" 4 3 2 1 _ 7FTA-8-\ Y �- ♦ <.♦ \ 'c� x`c�aLT17: 3' 3211 OOR 5'-101, TA-2 aw ::x 1 -- m` TA -3 4: ' TA-1 ° TA-1 ° Y TA-5x15'-0"L; A-1 I TA-2 A-3 a. � TYP. ° O ° i cr) MEN N 5' `� - Y „ *14 TA-4 2031 TYP; *10 I x� rP. x' ° u ,, TA-14 a ° 13'-1111 k O I ter. L�j Q 011 — EWC TA-9 - L co i -j EWC TA-9 ° EWC TA-13 J N o .WC a= 21-411 , 4'-10n �o EWC L � 1 D' A ER CHANGI G TA-12 AREA TA-12 A31A7 TOILET ACCESSORY SCHEDULE MARK ACCESSORY/MODEL NO. MFR. DEPTH OF MOUNTING 4EIGHT RECESS B-6806,99x4211 1211 OFF BACK WALL TA-1 BOBRICK - 3311 TO TOP 8-6806,99x4211 611 OFF SIDE WALL B-28407 SURFACE MOUNTED 1911 TO CENTER TA-2 MULTI -ROLL TOILET TISSUE BOBRICK - HOLDER TA-3 8-293 FRAME TILT MIRROR BOBRICK - 4011 TO BOTTOM 181, x* 301, OF UNIT TA-4 B-82265 LIQUID SOAP BOBRICK - COUNTER DISPENSER, DECK MOUNTED B-290 5611 HIGH, FRAMED TA-5 MIRROR, SEE DRAWINGS FOR BOBRICK - 40" TO BOTTOM LENGTH TA-6 B-35007 RECESSED SANITARY BOBRICK 4" 4'-011 TO COIN SLOT NAPKIN/TAMPON VENDOR TA-7 B-239 x .34 MOP/BROOM HOLDER 50BRICK - 5'-011 TO TOP OF UNIT B-36907 PAPER TOWEL TA-8 DISPENSER AND WASTE' BOBRICK 411 4011 TO TOWEL SLOT RECEPT,- RECESSED B-3807 COMBINATION PAPER TA-9 TOWEL DISPENSER AND BOBRICK 611 4011 TO TOWEL SLOT DISPOSER TA-10 B-35307 RECESSED MOUNTED BOBRICK 411 2'-611 TO TOP OF UNIT SANITARY NAPKIN DISPOSAL TA-11 B-68061,99 GRAB BAR BOBRICK - 3311 TO TOP 4811 LONG TA-12 B-3067 RECESSED LIQUID BOBRICK 411 4011 TO SPOUT SOAP DISPENSER TA-13 1211 DEEP URINAL SCREEN TA-14 TOILET PARTITION U p a . m D_ MIRROR AS SCHEDULED SEALANT CONT. E LAM, PLASTIC ON 3/411 PLYWOOD ` I. ' LAM. PLASTIC ON DELETE RAISED FRONT 3/411 PLYWOOD EDGE WHERE SHOWN BACKSPLASH zz ON PLAN T V RIPPED 2X4 FRAME PROVIDE WALL = BLOCKING FOR KNEE LAV.- (SEE FLOOR BRACE (TYP.) PLAN FOR LOCATION & QUANTITYI W.__._... ......I , 2X4 BRACING @ 811 Cl 2!:24 �� 0•C• LAM, PLASTIC ON o I EXPOSED SURFACES o ' OF 3 LAYERS 3/411 Q PLYWOOD KNEE BRACE AT 32" C/Cr VANITY DETAIL N 1 , Q D U m O ° m2 , ca Q a N `° MM Q w 0) 0E Q1 Q a OC 0 0 0 �U ° _ W _J m m� IiP° 9'-6" 4'-3" NOTE BOBRICK IS LISTED AS A BASIS OF DESIGN - OTHER MANUFACTURERS MEETING THE W w a OLL c i T N T _ILL VX �� _ - _ _ _ _ _ REQUIREMENTS ARE ACCEPTABLE, W c - z° T - TA-9 1 y W Z Z Q o Z � �_ ''^^ N U a • W V! U A7 A7 0 .5 .9 1 1.1 1 .9 2.1 3 J N °' Q Lo m o SIMILAR 'y''' �s — I [204J J A N X I I _ li ' i w V) TA-7 0 II I' (n Q L I Lo 2. w ;32 I — OOR _ TA-11 ------- -- ----- � W �1 1 i I I ESCALATOR E ROOM TA-5x12'-011L ;1 2 5 MT' O - 2 A A13 m WOMEN n TA 10le o I TYP. A7 A7 1 SIM. t I C U 1055 126 ITH FIRE DAMI PER W k: ^ C d I 1 II s \AND FUSIBLE INK I LL •G U Ron ° T777 i I l�i T T Q C �� , MT MT ' TA-4 _T- - - -- - TYP. 123 ' a° ' ELEV. EQ. s 4 coI f I ROOM € 1 4" ° TA-2 12 6 r. TYP. I I 1 A me lo 2 �_ II 4 I _............................. ........... i I sIM, .._ •- FD A3 A22 TA-6 I I 71-411 1 � 9TORAGII f ` TA-9 �Q 12 3 -_ r , - I - r I J - N ` p Z © c rn C�k_ = Q d) J i 1 �� _ WOMEN o o c o Q I FD 124 10 '-011 Q I � Qcr: A F• ., 1.0 F D I 2 0'-4' _ 14'_ 311 ,� �"" o \; W z i MS ® IL I li � O � � S -1 I 60 11 L.L. o o _ - --- \VI \�// G I\V/ `� , \1�� i WAITING I 1 1 T� W di ...._ ..._.. .. ... .. .. —' I T— v v 2BY ` _ __ - - DIAPER CHANGING Q LL ' 11 _ _�. '_�1,1 _ o 1_411 - __2 1-�I,�' i 2 -8 71-411 181.211 MT' S-2 W AREA ll- 1 127a — — _ — — — >� — -� — -" 1 T_�_ I -_ 127 1 0 - o a 1 M.O. �� M.O. EWC M.0 1 2 0— rn TA-9 toll— A i,------------------- -- I -------- --- -- ---� i I a • i [� O 81-411 - O - - ,x., �_ FEC � O _ LL -------------- ALA75 U 127C 127D 127E 8cc rTA-12 '1 MT K4� I f K4� K2� 1 SIMILAR 1275 I A 2I 5-2 2 I S'-6 4 ° r2 TYP, Z :::::.... Q Z TA-10 A4 A13 Z W TA-6 j i21_4" TYP. M — -- - - - I I II V , ►1�1 � 1— � �� f T —� —� eHC LL r O° ° Z ° PARTIAL FIRST FLOOR PLAN k TA-2 . Kill TA-5x16'-0"L 4` o TYP. II _ I_ ` CID 1/8 1 II0° TA-14 2 FLAG NOTES V. TA-4 A7 A7 TYP. I!o R SEE WALL SECTION FOR DEMOLITION OF u " I1 1 7 PROVIDE 5/8 GWB ON 3-5/8 METAL STUDS @ 24 IN EXTERIOR WALL. FRONT OF SHAFT WALL ASSEMBLY AT DOOR SIDE ONLY. N O° L GWB SOFFIT ABOVE, MASONRY DIMENSIONS DATE ° 1-27-95 REMOVE MASONRY WALL FOR NEW DOOR - TA-10 3 , DEMOLISH EXISTING DESIGNED BY 9 T NG MASONRY SCREEN WALL PROVIDE PRECAST CONC, LINTEL AND GROUT ADT —TA-1 JAMBS SOLID FROM FOOTING TO NEW LINTEL, FOR NEW CONSTRUCTION DRAWN BY TA-3 1 PATCH AND MATCH EXTERIOR STUCCO FINISH JPM ° A o TA-12 1�- ?1 AND INTERIOR GWB ON 1-1/211 FURRING FINISH. CHECKED BY r 3 5'-10" NEW RAIN WATER LEADER UP TO NEW GUTTER. I D!OORI 4 ADT r- T A- 2 CAD CODE 1" EXPANSION BETWEEN EXISTING MASONRY AND 3652,02\A-7 NEW METAL BUILDING SIDING. BACK-UP AND SEAL ! PROJECT 00. LTA-8 CONT• 3��52,01 R E S T R O CO M# 2 O 3 &# 2 O 5 rT 5/8' GWB CLOSURE TO WALL FOLLOW ESCALATOR DRAWING r OO. SHROUD SLOPE. - / A 7 SHEET 19 Oi= 84 , , t. -A-4 -YP, 'A-5x15'-011L, 4,-5x21-011L, t � 4 I 22 91-0" STANDING SEAM METAL ROOF TO MATCH EXIST EXISTING STANDING SEAM CANOPY FRAMING & PURLINS METAL ROOF TO BE MATCHED BY MTL BLDG MFR @ NEW CONSTRUCTION EXISTING BUILDING - i i E 19 n Awl ELEV 111'-4" Y EAVE HEIGHT .� ELEV 110'-0" 7' FINISH SOFFIT FOR ALL OTHER DN THIS SECTM TO SECTION E/A-10 'ALK -SEE RAWINGS SECTION THRU ALT CANO 1/4" = 1'-0" A EIFS ON CMU - METAL SIDING .-q „ CONNECT TO EXISTING WALKWAY CANOPY (MATCH EXISTING) NOTE; SEE SHEET AA FOR LIST OF ALTERNATES nI r-"r ^T�tl 11.1 %A/TA IY\P1l 1%1el CONT METAL EAVE TRIM CONC COLUMNS -APPLY EIFS BASE & FINISH COATS I SOUTH ELEVATION Q 0 N M L K J I T G F E D C B SLOPE CONCOURSE FLOOR DOWN 1'-41' I 4 4 IiVVIVIiVVI\�JL. pal vt� STANDING SEAM METAL ROOF (MATCH EXIST) EXTERIOR INSULATION & FINISH SYSTEM ELEV 110'-0" FIN FLOOR .� ELEV 100'-0" (REF) FIN FLOOR EXTERIOR ALUMINUM WINDOWS (FIXEDI METAL SIDING FIXED ALUMINUM zi--WINDOW BANDS :, Y � = p U Q E z 0 w p z w p Q , u-) w rn F- 0 N N a r• r U z p ° C �.� M CD a / MM� t"/ C r n. _ W OEV/ L�. o � ¢ O O �Oc Q� U c WJm°C��'ro= O Q,m O D LIJ Q `� W O 60. .. z W' R/ W c w T ~u \/ z V/ :D Ccm 0 a 0 w V) _1 ro m Q N 11^^ V/ m r C N W Q) co rrnn J W ~ � W o Y/3 mm fig I ^_ w Q -'vr)T/I A i 1`n1\1r'n1 tor_ r= \A/Tt\inn\A/ R n t\ln nTKAFNIC.TnKIc_- + W z PARTIAL WEST ELEVATION (@ CONCOURSE) 4_ 3 I 5 E L M x NO All 4 3 2 CI ICC]PklnFn CI nOPfl r`FrI TKI(-' 1 Tc>o- z 0 w cc w 0 a E p z W p p Q VT�\J Vl A� f N i N D U 0 e U C O U n f° ® \ C /^)w W �. U / 0 O V p)j W LL O Q ca _ O -a).- W W -j Q LL' +-� Z w LL 75 �'` N Z V W Z Z U to Q U N _ O := E J 6.. �'/^� VJ O U a m W //�� (D U) V N Q Lo m C O s i-- J a j N w f0 N C G t W = W U Z • O 0co WAlb 0L _ � � C uMP%VVIIJ o t JLS 4 4.. I i j' i > > N 0 1281-011 FLOOR FINISH CEILING (N.I.C,) 8 '4 EDGE OF SLAB 5° � OF BEAM EDGE OF BEAM RETURN HANDRAIL TO ESCALATOR BEYOND SEALANT AND BACKER MAT'L CONT IL 1161-01, FLOOR B FIREPROOFED STL. BEAM BY MTL, BLDG, MFR. ESCALATOR TRUSS BEYOND SEATING AREA 200 81-5 3!8" 21 _ 011 �— GYPSUM BOARD SHAFT WALL SYSTEM 2 HOUR FIRE RATED 1081-011 PREFAB MONUMENTAL 11 STAI SYSTEM STAIR LANDING 2-HR FIREPROOFED It UPPER ESCALATOR WORKPOINT ri O A5 A22 a CIA PRE-ENGINEERED MTL, ROOF SYSTEM & INSUL BY MTL BLDG MFR 5/8" GWB ON 3 5/811 MTL. STUDS @ 2411 O.C. - BRACE TO GWB CEILING 27'-8 1/211 rih 9281-011 FLOOR FINISH CEILING (N.I.C.) __// SEALANT AND BACKER MAT'L CONT BEARING ANGLE BY ESCALATOR MFR. Ah 9161-011 FLOOR FIREPROOFED STL. BEAM BY MTL. BLDG. MFR, 1-HOUR FIRE RATED GWB CEILING ASSEMBLY SEE REFLECTED CEILING PLANS PAINTED GUARDRAIL BY MONUMENTAL STAIR MANUFACTURER 1-1/411I,D, PIPE NEWELS — @ 6-011 O.C. MAX. 1-1/411D, PIPE 5/811 GWB ON 3 5/811 MTL. STUDS @ 2411 O.C. - BRACE TO FLOOR - STRUCTURE AS SHOWN EDGE OF SLAB b (� wq 191'-811 Q :D o rn OF BEAM tee ,#_. �� SECURITY AREA W J m cc v �' a _ CEILING HGT LL ® Q O � 511 EDGE OF BEAM �``w -.�"� � \ I W _J ¢ , 1101-011 Z a W � o b 8 1/4° SECURITY AREA BOT OF GWB �R W L- L m a BULKHEAD Z��z m y q\ .....t....... ... ... - .... .. .... .... ..... ...... ... O S r : .�� .�. ..-.:...:...._ ...__.. _... _........ S.S. BALUSTRADELo _ N m ESCALATOR W EQUIP. ROOM e. _ # 1'-11 5/8°• Q c0 114A TYP, STAINLESS STL INNER F- J Q SKIRT BY ESCALATOR U N �.�....�,. MFR. W �.... 8'-5 3/811 -,8 21 -. T-2 1/211 8 1/411 SEALANT AND BACKER �- \ W MAT'L CONT W \ Z . .p CAST -IN -PLACE RUNGS- .. ? 3 PLACES a f W I 100'-01 TOP OF CONC 5/1611 ALUM. PLATE COVER a L3 x 2 x 1/4 LLV a. M < VV W/STIFFENERS & LIFT HOLES @ 21-01, °.O. A 0 VAPOR BARRIER L� ¢/- 4'-2" W X 6-311 D a CAST -IN -PLACE RUNGS- 3 PLACES ............ ................. CONC PIT WITH SLOPED — SLOPE ° FLOOR TO SUMP - SEE STRUCT DWG ..' . + WATERPROOFING " MEMBRANE & SUMP BEYOND (1811 X 1811 X 2411) I � \ I ��� PROTECTION BD, Z I FINISH CEILING I jWATERPROOFING MEMBRANE SYSTEM (N,I.C.) I �— _ _N ® Z SUB SLAB i _� = _ _�� 18'-111 KID'S ROOM co 207 V ESCALATOR NO. 2 SECTION 2 U) - w 3/a -1 O A-3 A-14 w U/ cc cc cc �-- o 0 o cr F w LL Q -fl 1 fr J fl � fll w Q ® Q fn CJ ® Co 0 w J < LL( FIREPROOFED STEEL STRUCTURE 2-311 6-011 21.311 Z OR r o 1- CONFIRM WITH CONVEYOR ® Q 111 8II SUPPLIER w SECURITY AREA SCH, 40 PIPE ao N CEILING HGT TOP & 1101-011 3/411 x 411W BENT PLATE W SIDE TRIM Z BOT OF GWB @ 31-011 c/c WELD BY CONVEYOR BULKHEAD CONT, TO PIPE MANUF/INSTALLER (PAINTED) 3/4" STEEL BAGGAGE W 0 PAIN ED STEEL SECURITY AREA STRINGER BEYOND 1 ELEVATOR EQUIP. ROOM PAINT ED GWB 2�-0��CR 114 BEYOND 111 NOSING TYP, o @' 1 1/4" I.D. PAINTED ELEVATOR co fy Lu MTL. ANDRAIL EQUIP. ROOM GYPSUM BOARD ESCALATOR BEYOND SHAFT WALL SYSTEM 2 HOUR FIRE RATED' FIREPIROOFED STAIR COLU N BY STAIRP MA NU ACTURER " �.._..._.._..�Wr..W.V....y.....W.............Y....W, .✓` 1001-011 . d , ° n •; a a ° TOP OF CONC = —V11 — —II1 I I' -1 II -1 i I i_ I I —I i-1 � LowERCONCRETE SLAB - SEE — ,- €( �— —I III =1 i—_I —1 11=1_ — — I _ = 1=1 I 1=1 STRUCTURAL DWGS TI I =III —I I I=11' ( —I'1 I-111�111=III=III=I' ESCALATOR VAPOR BARRIER (i —T WORKPOINT 5'-2" 11'-1111 � 13 TREADS @ 1111 = 11'-0° LANDING 13 TREADS @ 11" = 111-0" STAIR DIMENSIONS (( (+ 111 NOSING EACH TREAD) j (+ 111 NOSING EACH TREAD) j 6 • o > N N 0 GASSET CONVEYORS Vd ................. . .. ..... .. ................................................. .................................................. ......................................... Z o i 3/4" CHAMFER a d VARIES ti n • n • a4.44 a t 4 - 1/2110 EPDXY a B a ANCHOR BOLTS _ 3ii a .1 41. 211. • a 1 1/2 611 CONC, SLAB VARIES a SEE STRUCT. FOR REINF, ° DATE 1-27-94 211 DESIGNED BY 611 CONCRETE PAVING ADT DRAWN BY f x 0 701 0 §44§ O N F-- 1 3 >z Ul m IN ufa 1 0 'j 1 10'-011 APP. 0 Y � 2 p U Q m Q- Z O_ p z w . p p 4 � N N , a a O C M LL y O N 1° ®< > co a W, c rn E m Q m V/ O¢ � T O CC)) D c O U- 0 Q m� 0- W LL ZW a ci D (� W Z ID av V W Z Z mom f L '/ � � O o W ,U) V/ U) °m O� N Lo m C O ry� N J a N C Q W W w 2 1 � 3 �� T STAIR 9 STAIR 4 � QLu ". _j m W Z PL - --------- — — - - ----------- :. C�LG H T 3 1Q,_ �� AFF IT E - - - - 208F1 .:K H:; -- C W i i j EXPOSED ` STRUCTURE 4 L•I. Q kl a_ Ali 0 0 1 - - G 1 C 1 W W F- Lo M 0 N N ' U C � Q 0 d m m o v cv 1 ® �co � � Ljj _j N C a r 15 m �E m 0 O0 ® o rn� - - rFo- - — w U- U 0 ¢ �-m� O'er z L11 ¢ w 1 `- (� — W 0 w z LIj Z z u) m o o m �^ (vj) c ( U a " m O O �/d Q Lo "J m m N =� • � N J W a; c uj 0 N rn J ►- Z 0 Of o Q W F- tn W U N w , W O ® 0 vs Q N J O W W Z - c -- - f 0 co CL W D FLAG NOTES (D Q w CL �— GWB BULKHEAD MATCHING ENGAGED WALL CONSTRUCTION, W Q LL HEIGHT AS NOTED, ® W 1/2" x 1/2" SPECULAR ALZAK PLASTIC PARACUBE LOUVER • SET IN J O T. CEILING EDGE ANGLES, COORDINATE WITH DIVISION 16 FOR Q B � LIGHTING FIXTURE INFORMATION, LL z FIRE RATED ROOF -CEILING ASSEMBLY. UL DESIGN NUMBER P-516, ® Q TWO LAYERS OF 5/8" UL CLASSIFIED GWB ON 7/8" x 25 GA HAT CHANNELS @ 24" oc ON 16MSG 1 1/2" OR 2" COLD ROLLED CHANNELS 207 @ 48 oc SUSPENDED @ 481Ioc W/ NUMBER 12 SWG MIN HANGER WIRE Z SLOPE TIED TO ROOF PURLINS, Z U V UP DOUBLE BULKHEAD EXPANSICIN JOINT, 5/8" GWB ON 3 5/8" MTL STUDS W @ 24" oc, PROVIDE EXP JT EQUAL TO PAWLING 'JT' FOR 2" JOINT w �-- 5/8 GWB BEAM ENCLOSURE ABOVE, SEE71 SECTION B/ -9, ENCLOSE ALL FRAMING MEMBERS BELOW ROOF PURLINS W/ LIGHT GA FURRING & FINISH W/ 5/8" GWB. 5/8" GWB CEILING ON 1 1/2" METAL FURRING CHANNELS @ 16" oc c .. ATTACHED TO BOTTOM OF ROOF PURLINS, !" �— 5/8" GWB CEILING ON SUSPENDED MTL STUDS @ 16" oc, IN 1- ALL CEILINGS ARE 9'-0" AFF UNLESS NOTED OTHERWISE. 2- ALL CEILINGS ARE SUSPENDED 2 x 2 ACOUSTICAL LAY -IN 3/4" El SOFFIT /EIFS, SOFFIT BANDS TILES UNLESS NOTED OTHERWISE. MTL GUTTER MTL GUTTER SECOND FLOOR REFLECTED CEILING PLAN O9 10 11 12 13 14 15 16 DATE 1-27-95 DESIGNED BY ADT DRAWN BY JPM CHECKED BY ADT CAD CODE 3652,02\A-17 PROJECT NO. 3652,01 DRAWING NO. A--17 SHEET 29 OF 84 .3 • x m a-- TYPICAL wool !01 3 FLAG NOTES[� 2 3: Ci < m 311 x 311 OR EQUIVALENT METAL BUILDING DOWNSPOUT- 1g COORDINATE ALL PENETRATIONS IN ROOFING W/ LIGHTNING MATCH SIDING COLOR PROTECTION SYSTEM, DIVISION 13 CONTRACTOR SHALL PROVIDE ALL ROOF PENETRATIONS AND SEALING OF 611 x 611 OR EQUIVALENT METAL BUILDING DOWNSPOUT - SAME: FOR LPS INSTALLER, SEE DIV 16 SPECIFICATIONS, MATCH SIDING COLOR 311 x 311 OR EQUIVALENT METAL BUILDING DOWNSPOUT TO 19A COORDINATE ALL PENETRATIONS IN ROOFING W/ LIGHTNING DRAIN TO ROOF BELOW, DOWNSPOUT SHALL DIRECT & PROTECTION SYSTEM, DIVISION 7 CONTRACTOR SHALL TURN FLOW IN DIRECTION OF ROOF, PROVIDE ALL BUILT -UP -ROOF PENETRATIONS AND SEALING OF SAME FOR LPS INSTALLER, SEE DIV 16 SPECS, ------ 311 x 311 CONCEALED GUTTER OUTLET CONNECTED AT z BACKSIDE OF GUTTER & DISCHARGING INTO 0 RAIN LEADER NOT USED 0 PROVIDED UNDER DIVISION 15, Fl co r- — P, r- _rl F-% r% t A I K I el f"S I-% I IT f-I % I m n m \1 7 rl _r T k I /� n A n A n=-r E2 =1 n\Al [r� p7_ n KlnT7 [Ir _ n KI jjr� w Y x 1 5/8" X 20 ;,GA• = o F, MTL, STUDS 11 U a " SEEP PARTITION TYPES I SEE WALL SECTIONS FOR REVEALS PIPE TYP & SIZE VARIES 5/8 X 20 GA. MTL } STUDS BRACE TO m Q. COLUMN @ MIDHEIGHT SPECIFIED CABINET p METAL CLIP ABOVE - & EXTINGUISHER 5/8" GWB ::... GA. 5/8° GWB ON MTL, STUDS _ 1 5/8° X 20 SEE PARTITION TYPES MTL, STUDS BEAM AND/OR GIRDER � � FIREPROOFED - l SPECIFIED CABINET SCHEDULED _ METAL STUDS t 1 I ABOVE/BELOW _ STEEL COL"' BY EIFS INSTALLER I / PER STRUCT & EXTINGUISHER WALL STUDS w Q COORD, W/ CABINET E 5/8° GYP SHEATHING — — — > n PROVIDED E ::. i 5/8 GWB STEEL COL PER STRUCT 7�� ��� CORNER BEADS RL 5/8" GWB Lu FIREPROOFED R L - - �- Z y STEEL COLUMN - O FIREPROOFED RL STEEL COL EIFS WITH PER STRUCT W N 0 T E 1 1/2" INSUL. COLUMN DETAIL J SEE FLOOR PLAN FOR PARTITION TYPES .. , , ,....: ..: CORNER BEADS AND -NUMBER OF DRYWALL LAYERS 1-O a i n A-5 A-22 VARIES VARIES VARIES I 7" I-• CORNER BEADS COORD• W/ CABINET E C DETAIL IL VARIES AS REQ'D RL PROVIDED /'1 1 R L. TO ACCOMMODATE R L 1 1/2n 1'-011 A-3 A-22 UTILITY • 2-HOUR FIRE COLUMN DETAIL o EXTERIOR COLUMN DETAIL 4 RATED SHAFTWALL 0 SYSTEM 1 1/2" 1'_pu A-5 A-22 a COLUMN DETAIL 2 11/2n o V-pn A-5A-22 , 1 1/2n o 1i_pu A-3 A-22 5/8" GWB ON w 3 5/8" STUDS Q CL OF B AM 211 16 @ 24" O.C, STEELFIREP COLUMN OPED D N 1 LID PER STRUCTURE Q T I 2X6P.T.WOOD o PLATE TYPICAL ° o GAS FLUE 5n 1�_0u 5n 2u SHIM AS REQ'D Z ® O W 2X6P,T.WOOD Q N O PAINTED HANDRAIL/ c7 GUARDRAIL BY PLATE TYPICAL w - FIREPROOFED (� STAIR MANUFACTURER "' ro O� STEEL COL Q • O � U j cs I I U- O W W 1 1/4 I,D, PIPE NEWELS \ - - -- LL z°O �� SUPPORT PIPE GUARDRAIL RL Q POST OFF STAIR HAND AIL / / CL @ 5'-O" O,C, MAX - - - - - - Z W m 0 Z (� v � � GWB CLOSURE BEYOND N � ° w _ \ \ SCHEDULED WINDOW SCHEDULED WINDOW � O W 0 ALIGN WITH GWB ENCLOSURE BELOW \ \ BACKER ROD & Q Lo m Lu 1 1/4" I.D, PIPE / '- BACKER ROD & SEALANT CONT. • Z N W SEALANT CONT. BOTH SIDES Q c0 I o o I BOTH SIDES 10" 7 1/2°LA �3 8 METAL STUDS I— J BY EIFS INSTALLER "u SCHEDULED ►�� ► U Q N FLOOR FINISH GWB ESCALATOR ENCLOSURE BELOW W ci 2 x 2 x 1/4 STEELILI �® TUBE CONT. Z PIPE NEWEL SET IN R L SEE WALL SECTIONS FOR REVEALS V L SLEEVE WITH GROUT 16 EXTERIOR Q WB ON 3/ 5/8'G' STUDS 8 m { Is COLUMN DETAIL 7 COLUMN DETAIL j l @ 24" O.C. -� G I L -J 1 1/2u = 1'-pu A-3 A-22 �I r - . = — a-- TREADS BEYOND FIREPROOFED 1 1/2u = 1i_pn A-5 A-22 Q. 2 ° L .4 STEEL BEAM U C OC � < RL RL 4�, BACK-UP & BRACE STUDS SEAL CONT r - TO BEAM 6" 4" 4" 6" SIDING BY r —T FIREPROOFING MTL BLDG MFR o SEATING OFFICE 2 OO SHAFTWALL Z O 9 \ SYSTEM 116'-0" — — i/ ❑ PROVIDE SOLID WD BLOCKING @ HANDRAIL SUPPORT / - — — c.a — — — roll Lu 3 /8" STUD @ 24° O.C. 2'1/2" STUDS �� BRACE TO COL, �^ LFACE OF SPACED AS SHOWN V, II ESCALATOR UNIT ' ' Wes❑ i® • 2 CLEAR ES ALATOR UNIT WIDT 1i_gu« ' 1 1/4" I.D. PAINTED - - — — — W 5/8" GWB STEEL PIPE HANDRAIL CONFI M WITH SELECTED MFR, Z ON 3 5/8" STUDS 5'-5 3/4" WALL GIRTS - — — — — — — B SIS OF DESIGN BY MTL BLDG MFR O METAL CLIP @ T I ILL EACH STUD W ONLMTLR STUDSGW�� ❑� � --t STUD TRACK ❑ PROVIDE SOLID ® ._ 611 �- PAINTED STRINGER �I WD BLOCKING BELOW 5/8" GWB ON @ HANDRAIL SUPPORT J LL 1 1/2" FURRING ._ COL 1 1/4" I,D• PAINTED -j B STEEL PIPE HANDRAIL COLUMN DETAIL 9 < u- --� B O 1 1/4" I.D. PAINTED _j W STEEL PIPE HANDRAIL 1 1/2�I = 1i_pn A-3 A-22 P� ELEVATOR 0 Q V ✓ U O SHAFT rX. RL cc BACK-UP & 5/8" GWB ' Z SEALANT O ON 3 5/8" STUDS W - ESCALATOR UNIT I Icc V � W CONC, FILLED j PREFAB STAIR SYSTEM STAIRS BEYOND j CARPET �'_ �, . METAL BUILDING SIDING 1 COL C L BACK-UP & SEAL'CONT 5/8° GWB ON 3-5/8" METAL 5/8" GWB ON 1 1/2" FURRING n� WHERE SCHEDULED O 0 FIREPROOFED ST*JDG @ 24" c/a / STEEL COLUMN DATE 1'-4" 1-27-94 - VARIES P D° _ _ _�_- _ _ RL DESIGNED BY VARIES r AD7.'`' BOTT OF ESCALATOR I N I= / 5/8" GWB ON 3-5/8" I DRAWN BY METAL STUDS @ 24" c/c. n SCHEDULED / / JDA ` PARTITION _., STOP GWB @ BpTT OF ESC UNIT - CHECKED BY ESCALATOR EQUIPMENT ROOM 'ri2INGER ADT � 114A —� � • 10" T-4" 10° 6" FACE OF CAD CODE FIBERGLASS BATT, INSUL. METAL BUILDING OUTSIDE FACE T i STRINGER BY MTL, BLDG. MFR, GIRT SUPPORT CLIP 7 1/2" OF GIR3652,02\A22 I' BY METAL BUILDING PROJECT NO. ROSS SECTION @ STAIR/ESCALATOR o ronQQ c�r_T1nw1 nM axe n r_ni i MAKI n�T e ii INSTALLER /-� 3652.01 N i 0 0 z �= I' 22'-011 4" CONC SLAB ( I A I REINF 6x6-W1,4 W1,4 WWF I S-2 S-1 r -, -, TOP OF SLAB = 1001-011 U.O,N, -, -, Lu I° cXIST BLDC c� c� v v 1 FACE I 1 ;- -1 CJ - -�- _ rT� ~ I `! I = F4A TS3 � S I M 0 , ca, - __S 9 -S-L A\ - r F5 I 1 7 i�— T 5--� F6---� _]F6--� �F7 �T F6-- _j_ --� ]F6 —� l!6---� F5 IF8 j _ , _ - - � � i I'I' I I I I - i �_ 1 i .i- - - - J.. rs - 1T -I — -— - _ _ 1 T AD - - I '''� co G G F - ------- S-2 S-1 ! S-2 5-1 U SIM A o c� U— i — — � - I CJ j CJ ( CJ CJ CJ CJ CJ i 2 � j . = U Q Q } m Q Z O 0 w 0 L Lu Q W � D N a U C o V C O U ti m > �! w 1J.J' , 1 Q �'/ w LL w LdJ U I J Q w t! W i T N p Q_) a I I Z :L Co uj Z ro U z '' I /v1 O N 1(J Lo M N c MJ to � F- r / I d/ 11J W UJ U z cc C ' Q FOUNDATI01""N' SCHEDULE MARK WIDTH & LENGTH THICKNESS REINFORCING TOP OF FDN ELEVATION UON F8 81-011 x 8'-01, 11-811 8 #6 EW B 0 T T 981-811 F7 71-011 x 71-011 11-811 7 #6 EW BOTT 981-811 F6 61-011 x 61-01, 1'-311 7 W EW 50TT 981-8u F5 51-011 x 51-01, 11-311 5 #5 EW BOTT 98'-81, F4A 41-pll x 41_011 11-311 4 #5 EW BOTT 981_81, F4 4'-011 x 41-011 1'-311 MIN 4 #5 EW TOP & 50TT 101'-91) F95 71-011 x 951-011 21-011 14 #7 LONG TOP & BOTT 95 #6 SHORT TOP & 5OTT 981-011 F15 151-011 x 151-01, 3°_O1' 18 #8 EW @ -1211 FROM BOTT 991-011 TS3 31-011xCONT 811 3 #5 BOTT 1001-011 TE 01-811xCONT 811 1 #5 TOP, 1 #5 50TT F9 91-011 x 91-01" 11-1011 10 #6 EW BOTT 981-81, uJ„ ® B O' Q U) �-` O z LL w U , Lij DATE -, I I ---- ----- ----- I ---- rr95 � CJ CJ DESIGNED BY L J CJ MILLER DRAWN BY rr5 25 3 1 8 Al ARCHER �` 1 7 1/211 EDGE OF SLAB a CHECKED BY \-- N ADDITIONAL F5/ CONC COL F 4"CONC SLAB i ELLIFRITT j i PAIRS EQUALLY SPACED S-2 S-1 REINF 6x6-W1,4xW14 WWF ' 1011 CENTERLINE CAD CODE i BETWEEN EXIST BLDG CANOPY I 11-4" - SEE DWG C--3 3652,011S-2 AND THIS POINT �' 0�- COLUMN FOUNDATION PLAN - ��� J FOUNDATION I �i PROJECT NO. I — . 151-p_ ,_._.._ i + -- — 3652,0119'-1011 15_p15_p15-015-0-I __—...., r ,_-_. m-, d ---•-----.. .-, 16 NOTE: SEE CIVIL AND ARCH D W G S DRAWING NO. 4 5 6 7 8 9 10 11 12 13 14 15 16 FOR TOP OF SLAB IF NOT NOTED, SI-2 I r - - ^ i E 0 N W. Mro, 0 a 0 I 4 30'-0" 30'-0" 30'-0" .� 4 EQ SPA 4 EQ SPA 4 EQ SPA - - — - - - ►--------- s-4 S-9 � [Q 1" EXPANSION JOINT MATCH LINE ,SEE DWG S-5 b ry , S-4 Ls-9 I ' i i I I I I I - - - - - -� I i I K I l9 c I I I I I i I I I I I I I I -4- cN c i i C6x8,2 FRAME-- * I'. I T 1 1 / F �-4 s-9 N cV N co cQ co cQ � m N rMm" N co B E 0 z S-4—Ts __9 uu Q SIM iVi Q S_4 S_g Lo W Q N N cQ cQ tQ cQ cII cQ tQ cQ cQ � CQ , a `- D MOM NT CONN CTION � o o TYP ¢ s p U N CL S -- 4 S -- 9 Li -j 2E T B3 B10 -5/8 0 Li O p o 0. W _j LL m � ro ro OLL ay C III ci S-4 S-9 _ W oc z° W a� cu VJ N U C, 2 w (j)0 iI) U O -' ro S-4 S_10 W N .� M • a 41- 6u 41- 6" 15'- 5" (� N co W �c F = _.1 cQ cQ cQ cQ cQ cQ cQ co f W B8 co 4 3/4" COMPOSI E SLAB 3 1/4" LIGHTWEI HT CON COVER 1 1/211 OGA STL FLOOR D CK SEE G N NOTES METAL LOOR DE UK 1 ......... 6— j B 5 B B B�4 1 - - - B3 = I B I m cn cn S_4 S_g rA SIM s_4 S_g I d rD rD S'4 S-9 N 1" EXPANSION = JOINT \ = II II II III ! IlilIlllllllli it II11 l (� N N N N C,4 N -4N N 1" EXPANSION coED co co cQ co cQ CQ co `Q JOINT - A - - III..I ii IIII III II- 514 - H - - - -- - - - - - --- - I - I - TOP OF STEEL 117'-0" T45 -A0 - S 2 S-� - - - - B 2 0 B 2 0 B 2 0 B 2 0 - - _ Q B14 cn v B17 \/ B17 \� B17 \ B17 \� B17 \� B17 \ / - co `� S' � ' \ 517 X ! 517X B17 B17, ' �� B17�'' �� B17A SIM �i - N 00 S-4 S_g IL. _ ALT #1 B17 B17 B17 o B17 B17 B17 IIIIII III' I -6o1 `q SUPPORT CANOPY ON STAIR CANOPY BY MTL, BLDG, MFR, �_ B17 B17 B17 B17 B17 B17 CANOP BY MTL BLDG, MFR, WALL WITH CONNECTION THAT ALLOWS 1" OF o N EAST -WEST MOVEMENT i9 B17 B17 B17 �., B17 B17 B17 FLOOR BEAM/GIRDER SCHEDULE MARK SIZE POSITIVE CAMBER QTY OF STUDS B1 W18x40 3/4" 30 B2 W21x44 3/4" 36 B3 W27x84 3/811 36 B4 W24x55 3/8" 36 B5 W27X84 3/8" 60 B6 W16x31 3/4" 24 B7 W14x22 0 8 B8 W16x26 1/4" 8 B9 W21x44 3/4" 0 B10 W30x116 3/811 0 B12 W21x50 1/2" 24 B14 W18x35 0 20 B15 W16x26 1/2" 20 B16 W24x55 0 0 B17 W12x16 0 0 518 W18x35 1/211. 32 B19 W18x65 0 40 B20 W18x35 0 10 B21 W30x116 0 0 1.1.1 L L _j L ..0 Lz O _j O ILL .,z 0 w DATE 1-27-95 DESIGNED BY MILLER DRAWN BY ARCHER 1 CHECKED BY ELLIFRITT IQ CAD CODE 4" _ m m 3652,01\S-4 B17 B17 B17 B17 i SECOND FLOOR PLAN I PROJEC T NO. 2 0' - O" 15' - O" 15 _ 0 i i 1 -- 7`-�--- `--fir 0" 15�' j `�'- 0" `�' . �.� 1 5,`=�rr.. I ---T7 0 i' i 15 � _ 0" 14 � _ g i i 1 / 8" 1' - O" 3652.01 3 EQ SPA 3 EQ SPA 3 EQ SPA 3 EQ SPA 3 EQ SPA 3 EQ SPA 3 EQ SPA TOP OF SLAB 116'-0" DRAWING NO. _ 4 5 5.9 6 7 8 9 10 11 12 13 14 15 16 TOP OF STEEL 115'- r 7 1/4" UNO - —4. SHEET 8 OF 84 , i 19 19 O 0 >II II STAIR 3 II iuZ STAIR 4 II -j lu I 0 0- -J I - - - - - IL - - - - - - - - - - 0 0 0 0 0 M 0 - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - 0 0 0 0 0 0 0- 9 0 0 0 IOC u LU j LU 0 z fi-s II I ic1loo L--1 ------------ ----------- ------------- t . ... ................. -%,.'.,- .. ... ... ............ . ..... . ........ - . ........ .... ... .......................... ... I . .......... . ........................ -.1-1 ....................... ... ... .................... . . ....... 1.11 ............... ... ... .. I ...................... ... ... . .. ... ... .......................... ... ... .......... 1.11, .............................. - .. ........... FIRST FLOOR MECHANICAL PLAR-�;,% co O u (n VAV- 8 VAV 7 VAV- 6 Z O Q FUTURE EXPANSION H i , 3" CHWS/R O _ U VAV-28 f 8 x 8 VAV-27 , 8� VAV-26' N 04 N Z VAV-35R�� m 14"m t 1411m 6"m 14 m 14 m i � F' VAV-36 �I C _ 811m 6 VA;36 f ' rr II II �VAV-35 O ° 6 x6 EG 95 CFM o O° M ° x O ° 1411x14" EG " 445 CFM 203 1611x81, V12 VAV-29 p VAV-2�4 8 X a C n :o 0co N N _ o STUR 4 1 VAV-2 s VAV-25 �m { i 811x811 EG i 11 it = N VAV-30 p 160 CFM 11Q x6 0 ®P viv-31 200 VAV-32 -,o P N - - - - - - - 361fx3011 EXH - 6 - - - - - - - - o� - - - - �- -- - - - - - � N LOUVER 204 r 1 26"x16'I VAV-30 FD o VAV-31 X ;8 12"m EF-2 _ 1211x1211 EG 425 CFM 10'Ix10" EG 1211x6' (TYP OF 21 N ' ' 250 CFM VAV-22 0 0 205 ate° IVAV-32 011 14"x 811 O O° I 12110 112110 Q b N VAV- 3 4 " n O° 14 x8 O 0 3" CHWS �I W 00 & CHWR 12 m FEW o f VAV-33 1 ' VAV-33 - - - - I - - - - VAV-18j - - - - - - - - - I - - - - - - - - - - - - - - 1' VAV-21 � VAV-16 N VAV-34 pp 8 P � N 14"x8" O I VAV-16 1011 VAV-18 Nk VAV-3 $ . 12"x12" EG f II !1 ' 0 n 425 CFM I 12 m I , 12I m I VAV-21 a o co2 811m 2 8"m 2 4"m 10110 12110 8110 1 0110 ' p VAV 15 p VAV-17 777G G VAV-19 - - - - - - - - op - - - _ i I ° "x6" EG � s � Zoe n " 78 x24 RET, OPNG AV-20 VAV-15 VAV-17 DQ — - — - — --- ;: I2 It Q VAV-13 8 f I 8 f I 206 \IAII .aA c4- 11A11-1w STA�i 4 L LH L - - - - - - - F STA[R 6 -----—t- VAV-18 j----� Ili I VAV-14 T �5 _1,����f,C- 5 4 i D 10 17 12 13 14 15 SECOND FLOOR MECHANICAL PLAN An 0 4 n a i C 0 a J `•4t 11 INSUL CHW PIPE ° GALV 211 PIPE SCH 10 GALV BASE PLATE ANCHOR TO CONC ' BLOCK -� -------------- 1/8" = 1'-011 1Ox10 EG 280 CFM 36x18 EXH ,LOUVER e! - - -- ---------------- ' i \ Z i24OVx12! EXH -- --- I I _ w - ------ I I I I I N I SEE CIVIL DWG C-5 s �2 DG FOR EXACT LOCATION �-�-- II OF CHILLER 00 CFM EA, ii co f11 DG W/FD ! I _-- CFM =_ R EF-6 . i pLa 1 o , 16x16 EG i p X 1000 CFM CO 8°® 4W ' I x x x x x w rn 18x1� WR FD 200 CF Q 00 CFM p _ / N 18x6„ `, 18x12 E �; I I! �D %/ EF-7 LOUVER L P U)1 I / © ozl x X X X x x x —x ---------------------------- _- /�� z ® 0 v e MECH/ELEC 2.o OP Q NcL ® > CD 8"® 4W4W �/�—FD AT FLOOR 10® 200 CFM' 4 Z c -W� FOR CONTINUATION ¢ ®� g LEVEL Q ® o & z SEE DWG M-6 0.- 12� 1Ox10 TG ( 1Ox10 TG p O ®---------- — xi Q T VERIFY LOCATION OF EXISTING UTILITIES PRIOR W 8m 400 CFM 400 CFM P V TO CONSTRUCTION OF CHW PIPE INSTALLATION W w Q L z w o� —� 12x8 SEE CIVIL DWG C-5, _. llJ cc ; O x ,,RR wmQ5� FI ATION cotA i V W z Z u, o A� , ''!-6 4 Z (n OG U a 8"m 4W W W (n (n n .2 260 CFI i Z O Qo Lo cocoN r I � iO ? _TT-�' X M w N = N IH F D: Q - I � T W Lu I-- w IfII e. Q W � . HVAC \ PARTIAL FIRST FLOOR PLAN HVAC \ PARTIAL CHILLER PIPING PLA = wKXX N N n- 's U _ �C3: 1/16" = 1'-01' 0 m ,. 0 C� z G1 0 m ALL VALVES AND FITTINGS SHALL BE AHU-� 3" CHWS &CHWR CI) INSTALLED IN HORIZONTAL POSTION, J W Q cr < m O Dz® J F F O U. _ MECHANICAL RM 202 Fj nQ W Q ®® CC Z 3" CHWS & CHWR LL J u— z B � Q ALL PIPING EXPOSED TO WEATHER SHALL BELL AHU-3 ®_ U) SHIELDED IN ALUMINUM JACKETS OVER CELLULAR I I' - GLASS INSULATION• ALUMINUM JACKETS; ASTM o z 5209; 0.016 INCH THICK; SMOOTH FINISH, SNAP ®.. LOCK LONGITUDINAL SEAM Qu Dnn 4n CHWS &CHWR z 0 �I rn�ira�,-� 10 GA GALV ROLLED PLATE (TYP) RADIUS AS REQ'D TO SUIT PIPE x 3" long SEAL WELD WITH GALV 120 ALL TYP AROUND 1/8 A a, a��rl • 18x18x18 CONC BLOCK ON COMPACTED BED e TYPICAL PIPE SUPPORT DETAIL NTS P-1 [11616" CHWR 12'x3O" F/A AS-1 i ; I�� F 4 HWS R =IRE DAMPER AT =LOOK LEVEL z o In _ _ t PRE -INSULATED UNDERGROUND T 7�STEEL CHILLED WATER SUPPL 3"0 CHWS/R 3 HR w AND RETURN PIPING � SEE SHEET. M-5 FOR CONTINUATION ... _ .. II P OR CONTINUATION � � 6 ® CH S/R 3"� CHWS/R - P 6" CHWS SEE SHEET M-2 -�,,IIH 1 Q - - - _ - - - - SEE SHEET M-3 ET 1 P FOR CONTINUATION r---------- P FOR CONTINAUTION ,,- P SEE SHEET M-2 30"x18" F/A 3" CHWS/R SEESHEET M-3 X I I lu - - --J FOR CONTINUATION o Q 48"x18" 48"x36" COIL REMOVAL w rn 2 2 a s• 9w J�HU-1 F/A LOUVER 17 WOMAN F _ O 1- 1 �. 8 EQUIP, I --- SEE SHEET M-2 3 HR FOR CONTINUATION ------------- r MVD U MECHANICAL RM 116 PLAN 1 MECHANICAL RM 109 PLAN z 1/411 = 1'-011 M-2 M-6 N 1/4" = 11_®" M-2 M-6 N p > co rn 4HR RATED SEE SHEET M-3 J Fr .WALL FOR CONTINUATION cc ® O o o W J m � °' 60"x2411 SD W U- p a w ' 2 2 0 � w a .� Z .�L' Z R _ - - - - j1 f- t Z Z z c i (n W U) n AS-1 6"HCHWR 611 CHWS II II II � II I � I 611 611 U I U I I I I I I I w P-2 P-1 ET-1 , STAND-BY II 611 CHWR 6 CHWS TO CHILLER TO CHILLER 3" CHWS/R Z PRE -INSULATED UNDERGROUND STEEL CHILLED WATER SUPPLY 3" CHWS,/R 36"x3011 ' AND RETURN PIPING i J Z SEE SHEET M-5 FOR CONTINUATION MECHANICAL RM 109 SECTION B co :D 0 ® 60II x2411 � � MECHANICAL RM 116 SECTION ACL �,F x 40 CHWR Q 1/4n 11_p" M-6 M-6 --- -- W 48"x36" F/A LOUVER — (4110 O Z M V D J 4nm CHWS � O - i J i (I— 2411x60" 30II II CL w 1 Uj 48"x14" F/A L. S SEE SHEET M-4 FOR CONTINUATION LOUVER " 3 1I18n x12 Q v! DUCT 12"m .� O B 4811x24" D 3" CHWS/R AHU-3 Q U_ Z V B. z Q IA /1 11 a P"1 \ I T/ 1'•^ 1 1' I. T 1 2 6"W L lJ"W I Ic 0 n a OSA C TO OSA C TO 'tt u R.A. TRUNK #1 GLOBAL TRUNK #2 CONTROLLER TO DDC CONTROLLER TRUNK 3 TRUNK 4 Li d- O v rn N N 0 TYPICAL FOR AHU--1 & 3 AHU-4 PHONE LINE BY OWNER MODEM MONITOR TYPICAL EXHAUST FAN START -STOP SEE SCHEDULE FOR QUANTITIES. I PRINTER I TYPICAL EXHAUST FAN START -STOP SEE SCHEDULE FOR QUANTITIES. IIIIIIIIIIII 486 COMPUTER WITH SYSTEM OPERATING SYSTEM AND COLOR GRAPHICS PACKAGE. KEYBOARD COMMUNICATI TO GLOBAL C01d 11\VLLLI\ COMMUNICATIONS LI TO GLOBAL CONTROLL U � � z m � . Z 0 w Ir z LLI w o) F- t7 M a U Z 00 ®_ > c��a U) oC w 0 o W mo co, Qo W _j wLL Z_ 4I W cr C W z z N U Z (A CHILLER #1 W U) o COMM COMM • N J OUTSIDE CHWS CHWR CHWS CHWR W AIR TS1 TS2 TS3 TS4 J Q . W W i w U Zxxxx � ? w Q m J ^� W ,L COMBINATION MOTOR STARTER PROVIDED WWII u cc It ISION 15 (TYPICAL. FOR ALL PUMPS, AIR lu < [NG UNITS, EXHAUST FANS AND CHILLER 0 Z J � PRIMARY STAND-BY cc CHILLED WATER CHILLED WATER C U) Q 0 rr PUMP PUMP W _! I � Q Ff � z 0 Z CHILLER PLAN' CONTROL POINTS t_ 0 0 J tie 0� U Q w I J W ® ® OC oc 0 01 0 W Z Zi Z J _ ABBREVIATIONS 0 Q to v f-- Cc W 1, TS - TEMPERATURE SENSOR Q�. 2. AHU - AIR HANDLING UNITS Z W DIGITAL WALL 3. RSDU - REMOTE STAND-ALONE DISPLAY UNITSccU CONTROLLER 4, O.A. - OUTSIDE AIR W 5. VAV - VARIABLE AIR VOLUME BOX 6. AI - ANALOG INPUT Z 7, DI - DIGITAL INPUT 8. CHWS - CHILLED WATER SUPPLY 9. CHWR - CHILLED WATER RETURN 10. DO - DIGITAL OUTPUT 11. AO - ANALOG OUTPUT 12, R - RELAY 13. CLG - COOLING 14. V-# - VALVE -NUMBER 15, NO - NORMALLY OPEN i 16. NC - NORMALLY CLOSE 17. LWT - LEAVING WATER TEMPERATURE 18, DDC - DIRECT DIGITAL CONTROLLER DATE 19, DWC - DIGITAL WALL CONTROLLER 1-27-95 DESIGNED BY 4 3 1 Ems FBI 0 N 0 AIR HANDLING UNITS SCHEDULE 0 UNIT AHU-1 AHU-3 AHU-4 AIR HANDLING UNIT AREA SERVED FIRST FLOOR 'SECOND FLOOR SECOND FLOOR CONCOURSE MANUFACTURER (CARRIER AS DESIGN BASIS J 4 MODEL No. UNIPLEX 39 26LFA UNIFLEX 39 49LFA UNIPLEX 39 32LFA UNIT ARRAGEMENT HDT/VDT/VBT VDT HDT VBT TYPE OF FAN PC/AF AF AF FC PAN DISCHARGE UBF/THP UBP UBF UBF SYSTEM TYP VAV VAV MZ ZONES No. 2 TOTAL/EXTERNAL STATIC PRESSURE IN. W.G. 4.0/2.41 4.5/3.02 4,0/2,21 FAN MOTOR BHP 10.7 23.1 19.2 PAN MOTOR HP 15 25 25 PAN MOTOR RPM 1555 1075 880 ELECTRICAL DATA V/PH/HZ 460/3/60 460/3/60 460/3/60 FILTER TYPE (30% EFF.J ANGLE YES YES YES DESIGN CONDITIONS -. OUTSIDE WINTER DESIGN TEMPERATURE °F 35 35 35 INSIDE WINTER DESIGN TEMPERATURE °F 72 72 72 OUTSIDE SUMMER DESIGN TEMPERATURE FDB / FWB 94/76 ss 1 94/76 94/76 INSIDE SUMMER DESIGN TEMPERATURE FDB / FWB 75/62.5 75/62.5 75/62.5 DESIGN MAXIMUM RELATIVE HUMIDITY % 55 55 55 AIR QUANTITIES FRESH AIR QUANTITY CFM 2640 5360 2250 TOTAL AIR QUANTITY CFM 11000 21900 15370 HEAT GAINS TOTAL SENSIBLE HEAT GAIN MBH 339.8 6394 412.8 GRAND TOTAL HEAT GAIN MBH 496.2 898.4 533.8 DESIGN TEMPERATURE AIR ENTERING COOILING COIL FDB / FWB 79.6/66.4 79.7/66,5 77,8/64.8 AIR LEAVING COOLING COIL FDB / FWB 51.3/51.2 53/52,9 53,2/53.1 CHILLED WATER ENTERING & LEAVING OF 45/55 45/67 45/55 COOLING COIL DATA COIL MIN. FACE AREA AND MAX. FACE VELOCITY S.F. / F p M 25.8/426 49,2/445 32,5/473 ROWS AND FINS PER INCH/CIR No. /FPI/CIR 8/14/FL 8/14/FL 8/14/FL, AIR FRICTION DROP IN. W.G. 0.98 1.03 1,09 WATER FLOW RATE AND PRESSURE DROP GPM / FT. 99,0/11.2 104/11.2 107/5.4 RUNOUT PIPE SIZE IN. 3 3 3 CONTROL VALVE TYPE 3-WAY 3-WAY 3-WAY CONTROL VALVE; SIZE Cv & PRESSURE DROP IN / Cv / PSI 2/48/4 2/88/4 2/52/4 HEATING COIL DATA TOTAL CAPACITY MBH MBH ENTERING AIR TEMPERATURE OF SEE SEE SEE LEAVING AIR TEMPERATURE °F VAV VAV DUCT AIR PRESSURE DROP IN WC SCHEDULE SCHEDULE HEATER HEATER KW FOR FOR SCHEDULE STEP NO ELEC ELEC HEATER HEATER ELECTRICAL V/PH/Hz oo® oo®000 NOTES; O 1 CONTRACTOR SHALL PROVIDE AND INSTALL COMBINATION STARTER AND FUSED DISCONNECT SWITCH. 2 COORDINATE LOCATION OF DUCT SMOKE DETECTOR IN SUPPLY AND RETURN OF EACH UNIT. FOR MULTIZONE UNIT SUPPLY SMOKE DETECTOR SHALL BE LOCATED IN ONE MAJOR ZONE, 3 PROVIDE INLET GUIDE VANES, 4 PROVIDE EXTRA SET OF FILTERS FOR EACH AHU, 5 PROVIDE 211 THICK PLEATED 30% DUST SPOT EFFICIENCY FILTER, FARR 30/30 FOR ALL AHU'S, THE 30% FILTER SHOULD BE INSTALLED DURING CONSTRUCTION IN ORDER TO KEEP THE COIL CLEAN OF CONSTRUCTION DUST, NEW FILTERS SHALL BE INSTALLED PRIOR TO TEST AND BALANCE, UNIT SHALL BE DOUBLE WALL CASINGS OR PREFORATED WITH 2-IN INSULATION AND SHALL HAVE SLOPED DOUBLE WALL COIL CONDENSATE DRAIN PAN WHICH COMPLIES WITH ASHRAE STANDARD 62. AIR COOLED CHILLER SCHEDULE MARK COOLING TONS NOMINAL EVAPORATOR CONDENSER COMPRESSOR ELECT DATA CONTROL CIRCUIT AMPS% EER OPERATING WEIGHT LBS EQUAL TO FLOW GP E.W.T. °F L,W.T, MAX. P. O,A.T, F FAN o. FLA H COMP RLA LRA MFR. &MODEL No. EAC EACH V/PH/Hz CH-1 157.4 359.7 54.5 44 �... 10.7 _ 95 10 .8 r�@,7 6 53,9 253 460/3/60 30 @ 115/1/60 9.5 111293 CARRIER 3OGT 170-6 NOTES; A 1 FOULING FACTOR SHALL BE 0.00025 FT HR-F/BTU ` 2 REFRIGERANT FLOW CONTROL TYPE SHALL BE ELECTRONIC EXPANSION VALVE (EXVJ 3 PROVIDE INTEGRAL MOTOR STARTER WITH FUSED DISCONNECT. TOTALLY ENCLOSED IN A W,P, ENSLOSURE, FAN SCHEDULE FAN MOTOR EQUAL 70 MARK SERVICE TYPE CONTROL WEIGHT NOTES CFM ESP IN WC RPM DRIVE HP V/PH/Hz MFG. MODEL No. EF-1 TOILET EXH INLINE 1280 0.375 1697 DIRECT 7/2 115/1/60 INTERLOCK W/AHU-1 PENN SX95QAL 100 1O 3 4 1st FLR EF_2 TOILET EXH INLINE 3200 0.50 1661 BELT 1-1/2 480/3/60 INTERLOCK W/AHU-3 PENN SX125BA 100 lO 2O 2nd FLR EF-3 TOI,ET EXH INLINE 2365 0.375 1700 BELT 3/4 715/1/60 INTERLOCK W/AHU-4 PENN SX115BA 12000 EF-4 TOILET EXH ONLINE 740 0,375 1288 BELT 1/2 115/1l60 INTERLOCK W/AHU-1 PENN SX95QAL 120 1 3 RM 128/129 1000 EF-6 RM 125 INLINE 0.375 1110 DIRECT 1/4 115/1/60 SWITCH/CONY RUN PENN SX105TAL 105 0(3C4 . EF-7 ELEV EQUIP INLINE 500 0,25 1149 DIRECT 1/8 115/1/60 SWITCH/CONY RUN PENN SX95TAL! 100 0(3 4 RM 126 EF-8 RM 714A INLINE 500 0.25 1149 DIRECT 1/8 115/1/60 SWITCH/CONY RUN PENN SX95TAL 105 0(3)C4 EF-9 EQUIP INLINE 500 0.25 1149 DIRECT 1/8 115/1/60 SWITCH/CONY RUN PENN SX95TAL 100 1O 3 4 RM SF-1 AHU-1 INLINE 2650 0.50 1437 BELT 1 480/3/60 INTERLOCK W/AHU-1 PENN SX1255A 700 iO 2 SF-2 TRANSFER INLINE 740 .375 946 DIRECT 1/4 715/1/60 INTERLOCK W/AHU-1/EF-4 PENN SX105TAL 105 1O 3 4 '0 JL NOTES: 1O PROVIDE WITH CLEAR ANODIZED ALUMINUM LOUVER IFLANGEDj AND 6ACKORAFT DAMPER, 2O CONTRACTOR SHALL PROVIDE AND INSTALL COMBINATI0N FUSED DISCONNECT SWITCH AND MOTOR STARTER, COORDINATE COIL VOLTAGE WITH AHU CONTROL, 3O PROVIDE INTEGRAL DISCONNECT SWITCH ON UNIT, O4 DIRECT DRIVE FAN SHALL BE PROVIDED WITH INTEGRAL SPEED CONTROL. i FAN POWERED VAV BOX SCHEDULE VAV BOX DESIGNATION LOCATION INLET SIZE INCHES PRIMARY AIR CFM FAN AIR CFM APD IN WG FAN MOTOR WATTS ELEC HTR KW ELEC DATA V/PH/Hz MAX. NC LEVEL MFR, ENVIRO-TEC MODEL No, VAV-1 1st FLR AHU-1 12,10 1350 800 '05 440 3 277/1/60 35 VFR-1218 VAV-2 15t FLR AHU-1 8110 630 400 '05 220 2 277/1/60 30 VFR-0811 VAV-3 1st FLR AHU-1 12110 1300 800 '05 440 2 277/1/60 35 VFR-1218 VAV-4 15t FLR AHU-1 12110 1350 800 .05 440 3 277/1/60 35 VFR-1218 VAV-5 15t FLR AHU-1 12110 1350 800 .05 440 3 277/1/60 35 VFR-1218 VAV-6 1st FLR AHU-1 10"0 1200 800 '05 440 3 277/1/60 35 VFR-1018 VAV-7 1st FLR AHU-1 12110 1300 800 .05 440 2 277/1/60 35 VFR-1218 VAV-8 15t FLR AHU-1 10110 1000 800 .05 420 2 277/1/60 35 VFR-1018 VAV-9 15t FLR AHU-1 10110 800 600 .05 130 2 277/1/60 35 rVFR-1011 VAV-10 15t FLR AHU-1 12110 1350 800 1 .05 440 3 277/1/60 35 VFR-1 1 VAV-11 15t FLR AHU-1 10110 900 900 .05 420 2 277/1/60 35 VFR-1011 VAV-12 15t FLR AHU-1 8110 600 400 .05 220 j 3 277/1/60 35 VFR-0811 VAV-13 2nd FLR AHU-3 8110 600 400 1 .05 420 1 2 277/1/60 35 VFR-08 1 VAV-14 2nd FLR AHU-3 10110 900 700 '05 420 2 277/1/60 35 VFR-1011 VAV-15 2nd FLR AHU-3 10110 900 700 .05 420 2 277/1/60 35 VFR-1018 VAV-16 2nd FLR AHU-3 12110 1200 800 '05 440 2 277/1/60 35 VFR-1218 VAV-17 2nd FLR AHU-3 12110 900 700 .05 420 2 277/1/60 35 VFR-1011 VAV-18 2nd FLR AHU-3 12110 1200 800 ,05 440 2 277/1/60 35 VFR-1218 VAV-19 2nd PLR AHU-3 8110 600 400 .05 220 2 277/1/60 35 VFR-0811 VAV-20 2nd FLR AHU-3 10110 930 700 '05 420 2 277/1/60 35 VFR-1011 VAV-21 2nd FLR AHU-3 10110 900 700 .05 420 2 277/1/60 35 VFR-1011 VAV-22 2nd FLR AHU-3 12110 1200 800 .05 440 2 277/1/60 35 VFR-1218 VAV-23 2nd FLR AHU-3 12110 1200 800 .05 440 2 277/1/60 35 VFR-1218 VAV-24 2nd FLR AHU-3 12110 1200 800 .05 440 2 277/1/60 35 VFR-1218 VAV-25 2nd FLR AHU-3 12110 1200 800 .05 440 2 277/1/60 35 VFR-1218 VAV-26 2nd FLR AHU-3 12110 1200 800 '05 440 2 277/1/60 35 VFR-1218 VAV-27 2nd FLR AHU-3 12110 1200 800 .05 440 2 277/1/60 35 VFR-1218 VAV-28 2nd FLR AHU-3 12110 1200 800 .05 440 2 277/1/60 35 VFR-1218 VAV-29 2nd FLR AHU-3 12110 1200 800 .05 440 2 277/1/60 35 VFR-1218 VAV-30 2nd FLR AHU-3 12110 1200 800 '05 440 2 277/1/60 35 VFR-1218 VAV-31 2nd FLR AHU-3 12110 1200 800 .05 440 2 277/1/60 35 VFR-1218 VAV-32 2nd FLR AHU-3 12110 1200 800 .05 440 2 277/1/60 35 VFR-1218 VAV-33 2nd FLR AHU-3 12"m 1200 800 .05 440 2 277/1/60 35 VFR-1218 VAV-34 2nd FLR AHU-3 12110 1200 800 '05 440 2 277/1/60 35 VFR-1218 VAV-35 2nd FLR AHU-3 8"0 600 400 '05 220 2 277/1/60 35 VFR-0811 VAV-36 2nd FLR AHU-3 8110 600 400 .05 220 2 277/1/60 35 VFR-0811 NOTES; FAN POWERED VAV BOXES SHALL INCLUDE THE FOLLOWING ACCESSORIES, 1, PROVIDE ELECTRICAL HEATER WITH MAGNETIC CONTACTORS, INCLUDING 24 VOLT CONTROL TRANSFORMER ALL CONNECTIONS SHALL BE P-REWIRED INTERNALLY, 2. PROVIDE PRESSURE PROBE, 3, DDC CONTROLLER FOR VAV AND DAMPER ACTUATOR SHALL BE FURNISHED AND FIELD INSTALLED BY THE TEMPERATURE CONTROL CONTRACTOR, 4. PROVIDE INTEGRAL DISCONNECT SWITCH ON UNIT SIZED FOR OVERALL TOTAL LOAD INCLUDING HEATERS AND FANS, (SINGLE POINT CONNECTION) 5, PROVIDE A SEPARATE 120V CONTROL CIRCUIT DISCONNECT SWITCH FOR EACH VAV BOX INTERNALLY MOUNTED AND CONNECTED, EXPANSION TANK MARK ET SERVICE CHILLED WATER MIN. OPERATION TEMPERATURE °F 40 MAX, ACCEPTABLE TEMPERATURE °F 95 OPERATING PRESSURE PSIG 65 TANK TYPE DIAPHRAGM DIMENSIONS INCHES 16x56 ACCEPTABLE VOLUME/TANK GAL 22.2 LOCATION MECH ROOM TANK WEIGHT LBS 201 MANUFACTURER ARMSTRONG MODEL AX-80V NOTE; SET PRESSURE RELIEF VALVE AT 100 PSIG MAX. AND PRESSURE REDUCING VALVE AT 12 PSIG FRESH AIR INTAKE HOOD MARK FAI-1 THROAT SIZE INCHES 36 CAPACITY CFM 3670 STATIC PRESSURE IN WG 0.16 CURB SIZE INCHES 41-1/2 SQ HOOD SIZE INCHES 60 SQ MFG. & MODEL # PENN DRQ PUMP SCHEDULE MARK P-1 P-2 SERVICE CHILLED WATER CHILLED WATER PLOW GPM 359.7 359.7 HEAD FT 100 100 MOTOR BHP 14,64 14.64 MOTOR HP 20 20 MOTOR RPM 1750 1750 ELECTRICAL V/PH/HZ 460/3/60 460/3/60 IMPELLAR DIA IN 10,71 10.71 SUCTION SIZE IN 4 4 DISCHARGE SIZE IN 3 3 E F F % 71 71 EQUAL TO MFG PACO PACO MODEL 3012-1 3012-1 NOTES; 1D 1O O2 NOTES; O CONTRACTOR SHALL PROVIDE AND INSTALL COMBINATION MOTOR STARTER AND FUSED DISCONNECT SWITCH, FOR EACH PUMP. ( PUMP (P-2) STAND-BY AIR SEPARATION DEVICE MARK AS-1 MAX. FLOW GPM 359.7 PRESSURE DROP FT. WC 0 PIPE SIZE INCHES 6 MANUFACTURER ARMSTRONG MODEL VAS6 O w oc w I- 0 E o,z, z lu 0 o Q , rn N N e d Z � � N 'nW > w co Q `t W O _j 0 m ® o 0 rn � W � L" w w O u- Q W W cr_ I.- Z z a,CL ` D Z W /� V! � O m U U Lo N m _! U Q co I- J Q W w I- w = W Cc %. I� . C. 2 irvi_ fr lu X c co < co ,0 ■ 0' i rr 0 U) ELECTRIC DUCT HEATER SCHEDULE AREA DUCT AIR E.AT, L.AT, APD ELEC. No, OF MARK SERVED SIZE (°F) (°F) (IN WC) KW V/PH/Hz STEPS CFM EDH-1 2 nd FLR CONCOURSE 28 8110 69.4 80 0.15 20 60/3/60 2 EDH-2 2 nd PLR CONCOURSE 26 7260 69.5 81 0.15 20 60/3/60 2 W DATE 1-27-95 DESIGNED BY A. AJLANI DRAWN BY G. NULANZ CHECKED BY L. HOUSER CAD CODE 3652.02\M-11 PROJECT NO. 3652,01 DRAWING NO. M-11 SHEET 55 OF'84 q RK REMARKS FLOOR MTD, VITREOUS CHINA FLUSH VALVE WITH FLOOR MTD VITREOUS CHINA FLUSH VALVE WITH WALL HUNG VITREOUS CHINA CARRIER ACID FLUSH VALVE WITH WALL HUNG VITREOUS CHINA CARRIER ANb FLUSH VALVE DROP IN, VITREOUS CHINA WITH DROP IN, VITREOUS CHINA WALL HUNG, VITREOUS CHINA CARRIER WITH WALL HUNG, VITREOUS CHINA WITH CARRIER WALL HUNG, STAINLESS STEEL WALL HUNG, STAINLESS STEEL DROP IN, STAINLESS STEEL DROP IN,; STAINLESS STEEL FLOOR MOUNTED SEE DETAIL ON DRAWINGS SEE DETAIL ON DRAWINGS 3 _. Y om HEM 2 U ABBREVIATIONS:,. PLUMBING LEGEND: m A/C ADA AIR CONDITIONING AMERICANS WITH DISABILITIES ACT KEC KITCHEN EQUIPMENT CONTRACTOR - CW �- COLD WATER & FLOW ASME AMERICAN SOCIETY QF -- H�/�/ - -- HOT WATER & FLOW WITH HEAT TRACE 105 DEGREE F ( 1 MECHANICAL ENGINEERS LAV LAVATORY SOFT CW--=-- SOFT COLD WATER & FLOW ASTM AMERICAN SOCIETY FOR TESTING &MATERIALS MAX MAXIMUM SOFT HW -� -- SOFT HOT WATER & FLOW WITH HEAT TRACE (140 DEGREE F) MIN MINIMUM' # DRAWING NOTE BHP BRAKE HORSEPOWER NC NORMALLY CLOSED [ P - 7 PLUMBING FIXTURE NUMBER BTU BRITISH THERMAL UNIT NFPA NATIONAL .FIRE PROTECTION ASSOCIATION CAP CAPACITY NO NORMALLY OPEN LE, 98'-0" INVERT ELEVATION DESIGNATION Z CD CONDENSATE DRAIN NTS NOT TO SCALE GREASE GREASE WASTE 0 Co CLEANOUT WASTE OR SANITARY ' CONN CONNECTION OS&Y OUTSIDE SCREW & YOLK 2" VENT & SIZE W w Lu w CONT CONTINUOUS CV CHECK VALVE P PUMP 2" V.T,R. VENT THRU ROOF & SIZE CW COLD WATER PDI PLUMBING DRAINAGE 11 311 F D "A" FLOOR DRAIN -SIZE &TYPE INSTITUTE Lu DIA DIAMETER PH PHASE 0 4" E,C,O, #1 EXTERIOR CLEANOUT - SIZE & TYPE m DIN DOWN POC POINT OF CONNECTION 0 4" F.C.0. FLOOR CLEANOUT - SIZE z DWG DRAWING PSIG POUNDS PER SQUARE INCH —�I 4" W.C.0. WALL CLEANOUT & SIZE ECO EXTERIOR CLEANOUT P D 1 "B" SHOCK ABSORBER & P.D,I, SIZE C) EWC ELECTRIC WATER COOLER RD ROOF DRAIN W,HY, / H,B, WALL HYDRANT / HOSE BIBS w . RL RAIN LEADER BALL VALVE F DEGREES FAHRENHEIT RM ROOM Q FCO FLOOR CLEAN OUT CHECK VALVE FDC FIRE DEPARTMENT CONNECTION STORM DRAIN DIELECTRIC UNION LoSD W rn FDV FIRE DEPARTMENT VALVE SF SQUARE RE FEET FLD FLOOR DRAIN SK SINK RL a RD ROOF DRAIN AND RAIN LEADER o FM FACTORY MUTUAL SPECS SPECIFICATIONS SD STORM DRAIN N FP FIRE PROTECTION TB THRUST BLOCK __,_,� - CD �---- CONDENSATE DRAIN WASTE '- FS FLOW SWITCH T & P TEMPERATURE & PRESSURE FT FEET TP TRAP PRIMER G - GAS AND FLOW G GAS (NATURAL) TEMP TP TEMPERATURE TRAP PRIMER LINE DETAIL NUMBER D GA GAUGE TYP TYPICAL 2 GAL GALLONS P-2 P-7 SHEET ON WHICH DETAIL IS DRAWN GPM GALLONS PER MINUTE UG UNDERGROUND < < HB HOSE BIBS UL UNDERWRITER'S LABORATORIES INC. SHEET ON WHICH DETAIL IS REFERENCED w N HD HEAD UNO UNLESS NOTED OTHERWISE J HP HORSE POWER VTR FIREPROTECTION LEGENDS, o o o 0 o co HR HOUR VENT THROUGH ROOF � ._1 m � HVAC HEATING VENTILATION AIR CONDITIONING W/ WITH LL O u" Q a O HW HOT WATER W C WATER - R CLOSET F-�----- FIRE MAIN _ W w ,- HYD HYDRANT WCO WALL CLEAN OUT W z HZ HERTZ WH WATER HEATER � z WHY WALL HYDRANT -- CHECK VALVE uj III � 0 IN INCHES er ,n m OS&Y�T� OUTSIDE STEM & YOKE N w FS FLOW SWITCH -� RECESSED SPRINKLER HEAD W � UP -RIGHT AND PENDANT SPRINKLER HEAD uj z Xq ENE RAL PLUMBING m 0 1, PROVIDE ALL WORK IN ACCORDANCE WITH THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA 13) AND ALL APPLICABLE STANDARDS,, 2. COORDINATE CEILING MOUNTED SPRINKLER HEADS WITH OTHER DEVICES (LIGHTS, DIFFUSERS, ACCESS PANELS, ETC,, SEE ARCHITECTURAL CEILING PLANS FOR LOCATIONS OF ALL OTHER DEVICES, 3, ALL MATERIALS AND EQUIPMENT SHALL BE UL APPROVED WHERE APPLICABLE. 4, SYSTEM DESIGN SHALL BE HYDRAULICALLY CALCULATED PER NFPA-13, NFPA 15, AND NFPA 416, 5, HEAD LAYOUT IS DIAGRAMMATIC ONLY, SEE WET PIPE SPRINKLER SYSTEM SPECIFICATION 15330 FOR ADDITIONAL REQUIREMENTS, 6, SPRINKLERS IN ELECTRICAL AND TELEPHONE ROOMS SHALL BE PROTECTED BY GUARDS, 7, SPRINKLERS IN ELECTRICAL EQUIPMENT AND TELEPHONE ROOMS SHALL BE RATED FOR 212 DEGREES, 8, SEE CIVIL ENGINEERING DRAWINGS FOR CONTINUATION OF SERVICE FROM 5-0" OUTSIDE BUILDING, 9, SEE CIVIL ENGINEERING DRAWINGS FOR FIRE SERVICE WATER BACKFLOW PREVENTION DEVICE, 10. VISIT AND CLEARLY EXAMINE THOSE PORTIONS OF THE BUILDING SITE EFFECTED BY THIS WORK BEFORE SUBMITTING PROPOSALS, SO AS TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND DIFFICULTIES THAT WILL EFFECT EXECUTION OF THE WORK, SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED, 11, PROVIDE SPRINKLER HEAD GUARDS IN BAGGAGE MAKE-UP AREA, 4t 3 1, PROVIDE ALL WORK IN ACCORDANCE WITH STANDARD PLUMBING CODE, STANDARD GAS CODE AND ALL APPLICABLE STANDARD, 2, SEE RISER DIAGRAMS FOR BRANCH PIPING DETAILS AND SIZES NOT SHOWN ON PLAN, 3, INVERT ELEVATIONS BASED ON ARCHITECTURAL FINISHED FLOOR ELEVATION OF 100'-0" UNLESS NOTED OTHERWISE, BEGINNING INVERT ELEVATION OF SANITARY STACK IS 99'-0" TYPICAL, 4, VISIT AND CLEARLY EXAMINE THOSE PORTIONS OF THE BUILDING SITE EFFECTED BY THIS WORK BEFORE SUBMITTING PROPOSALS, SO AS TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND DIFFICULTIES THAT WILL EFFECT EXECUTION OF THE WORK, SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED, 5, SEE' SPECIFICATION 15440 "PLUMBING FIXTURES" FOR ADDITIONAL REQUIREMENTS, 6, SEE SPECIFICATION SECTION 15430 "PLUMBING SPECIALTIES AND EQUIPMENT" FOR WATER HEATERS, CLEANOUTS, HOSE BIBBS, ETC, 7. SEE SPECIFICATIONS 15410 FOR HOT WATER INSULATION AND 15432 FOR HOT WATER HEAT TRACE, 8, VALVE TAGS SHALL USE THE ARCHITECTURAL ROOM NUMBER SCHEME PLUS ONE ADDITIONAL NUMBER I,E, VALVE #126-1, 9, SEE CIVIL ENGINEERING DRAWINGS FOR CONTINUATION OF , SERVICE FROM 5 0IOUTSIDE BUILDING, a .� ram... fn 0 W 0 z �_00 0) _j LL 0 w w ® CC w cc ® �- �0U. LL B J ®<U) w L1J LL. Ir U � . DATE 95 DESIGNED BY FMF ' DRAWN BY A. r JTM CHECKED BY LMH CAD CODE 3652,02\P-FP- d PROJECT NO.,. 3652,01 DRAWING NO. P-P--.1 SHEET 56 OF 84 M O P 21 O 1/211 T.P. LINE TO ( T 511 F,D. "A" 8 4 P-1 P-5 P-1 P-6 ' REMOVE EXISTING PVC C 0 PLUG _&_- INSTALL NEW 411 F.C.O. 1 5/411 CW UP TO 2ND FLOOR 211 CW UP TO 2ND FLOOR - REMOVE EXISTING P.V,C, C.O. PLUG & INSTALL NEW 411 ° T&P RELIEF LINE FROM 1ST FLOOR CEILING ° CAVITY DOWN IN COLUMN TO 611 AF,F. T i 1 j 3/41i P TO 2ND FLOOR ° 1 211CWUPTO 2ND FLOOR EXISTING 411 SANITARY LINE TO�� REMAIN HA DICAPPED 611 WASTE DOWN. VATORY FROM 2ND FLOOR (_6 —----- �- P-1 P-5 I ��211CO 2"WCo 0 P-2 1/211 T,P, LINE TO �� P-6 0 311 F.D, "An ql -V` c� 4� w0MEN I 12 0 6211E a-.i P-1 P-5 P-1 P _ ----- 3/4'1 CW DOWN TO 3/411 HEADER H,i3, 3l4 1O (O 211 CW DOWN TO j n 2" HEADER 311 VENT UP TO 211 CW UP TO ° 2ND FL 41, F.C.O. {2WAY) N 3" I U 311 VVYYIN Fmvi'A I 2ND FLOOR III r T, & P RELIEF LINES BELOW SLABLu QLIA TO 611 GOOSENECK DOWN 611 ABOVE FINISHED FLOOR ° HW & CW SUPPORTS Q o C,O, PLUG KITCHEN COLD WATER ENTRY z i I � � FP-1 P-5 I P-�p_ BEGINNING INVERT ELEV. 99'-0" C REMOTE READING HW SUPPLY 140 DEGREE Q WATER METER A HEAT TRACED SEE 1 SEE SPECS .1 SECTION 15432 II_WALL PENETRATION 4' x 41 WATER SOFTENER P�1'�5 7 SALT STORAGE I Q - - - - 11'-CW-NtAKE-- E�TO-H VAC -SYSTEM- O D E P 1 P o 7 I2j 3111 [REDUCED PRESSURE BACKFLOW811` ED. B PREVENTOR MTD ADJACENT TO WEST WALL Q 2 1/211 CAP FOR FUTURE KITCHEN ;� 2 1/211 211V P-1 P-6 P-1 P-6 P CAP 211 SOFT HOT AND COLD WATER AND BALL VALVE FOR FUTURE LOUNGE AND KITCHEN M CH/f EC vp 311 C�fl4—SHW _ —I —sHvll GA F( 1 �. L �v SC`W ice- SCW GAS WATER HEATER #116 WALL PENETRATION .M W P P P 0 4�� WASTE DOWN FR TYPICAL �' I Ir .�.. '� N 2ND FLOOR LOUNGE AND KITCHEN ! 2,1V 6" GAS VENT OFFSET UP 1 1 P-1 P_1 - O THRU ROOF TIGHT TO COLUMN J d r o III I p gu 0 0 co rn __=- --- — P -1 P d o m o T 3 VENT UP TO I �1 2 8 ELEV. 3 F.D.B F01 (� ¢ -� o © ° u '// I- � P " ° 11 R WATER SOFTENER BACKWASH LINE O W 2ND FLOOR1 12" O I ROOM AND WATER HEATER DRAIN PAN DRAIN W a 1/211 SHW 311 ���' P-6AI „CC r DUPLEX WATER SOFTENERS W z z o I1r2 hw DN p 1 z t P-5A �� i II 'O P 2 P O--HEADE F f 3 rl 4 (n U 4" "� ter— 1 � -' 4" F.c,o. I_- 2 wco EcA-_A T oR I P-1 P-6 P-1 P-6 O �n m P=3 C '�� EQ;TP ROOM m . I- 1 Hg �I - 311 I �'O P-2 I�1GA p cv L!J 1 1/211 T.P.LINE TO 4'1 aJi r - CID 4' 1 F 3 n "� I I 1 1IIIC l �` 1 F.D. "All {TYP, u� Lu al 2" WCOI P-6 ' cn 4 PLACES) 1/211 HW ON Q I M_N Lu ,! 2 TO HEADE II (I I l I 4" GREASE LINE III � " c I DOWN . FROM 4 F,C,o, i O 2ND �LOORj2 WAY) G 1/2" SHW & I O -- - -- - �I' II I— CW DOWN j STOR. p L r 41, 111 r 4" I -- '4 3 J Q o LLJ6 SS - SS SS -q1 3 i w z ' F 4 �I I I �411 . CVY GW --— -- _I — - -- — —— _ — Oi — ---- --_' — -—---- --- ---— _ s 0 I '� Imp 0 -------�� { O 411- - -- FCORRIDOR W.C.O.I '1Q 1 1 S ccNv Yo RC c 311 VENT O „ 2 CW T 2 VENT UP p o 6" UP O 1 TO 2ND FLOOR -- v 2ND FL P-13 u BREAK Roots 2 wco F1 - _ I _ 1rr-.0 OFF?C>_ � MEC�i./EL�C. P 411 II 3"F,D, 'IB" � � I O I SECUR?TY AREA p F.C.O. 0 ? R GREASE LIJ 21,WCO1� -------- 2n VENT _ -- -J i 1 2 2ND FLOOR L� o 3/41, CW UP E] TO 2ND FLOOR a J I G 3" CONDENSATE LINE HOSE BI55 B ! DOWN FROM 2ND FLR, 1 1 211 W.C.0. I it I P-1 P-5 _ EXISTING 411 �— SANITARY LINE TO 1 ! REMAIN ---�1 i METER & CW ULATOR CW GAS I_IIn ------h-i PAN M 1! . PIPING BELOW W,H,Y, SET 1 TLD'�ET 2 FINISHED GRADE 1 S II _ I 311 COLD WATER SUPPLY CONNECTEDTOTAL 611 APPROX. 642F FIXTURE UNITS --- SD EQUAL 165 GPM, SEE j CIVIL DRAWING C-5 I FOR CONTINUATION T )j P-3 211W 11 3"FD"A1" (2)P-5 211 -6 P-2 3 1 - 3/411 CW DOWN TO 3/4" HEADER 211 CW DOWN TO 211 HEADER PIPING IN CEILING 311 CAVITY PIPING BELOW SLAB ­7 1 z 411 �c 411 F,C, , (2WAY) 41) TELE'P'- CNF P ROOM - O I USTOM�R S_R / �� � c iCr O Imo/ � � �i 1 :r �. I . 0 I U) { 106 -- -- -- - - - - -T F----- ---- I Li O I ?cc rr—----- --�------I-- ------ —J ————— - ----------------I------I-- r LD 6'1 311 BACKWATER VALVE IN VALVE a0X 611 \ SLEEVE WALL 311OLD I RISE UP INTO WA ER 2 ' 211 GAS SUPPLY CEILING CAVITY ENT Y � _ SEE CIVIL DRAWING 1 P71 P 6 C-5 FOR CONTINUATION L. I...._. �_ . 1 ...,...I I ........... _.... (APPROX, - TOTAL CONNECTED -LOAD----- .. ........................... ... ... .... ...... ........... _. SS - 6" SANITARY LINE TOTAL 118801000 BTUH) _ _ CONNECTED LOAD APPROX. 411 FIXTU E UNITS. INVERT - �- - ELEV, 95'14", SEE CIVIL DRAWING -` C-5 FOR ONTINUATION17 - 1 a 1 0 2 2.0 3 5 O5.91 6 I 7 LnCD O 00 00 � 00 N I OC)Ll IL co F I 311 li iP CD ; p LL �- , PIPING BELOW LOB3Y IN U) SLAB I VJ .I 1,! i Q J i� w f cr- Cf I PIPING IN CEILING II) I BASIS OF DES N: FIN, FL, ELEV, 1001-01! CAVITY LOOK PLU INO PLAN j 3" VENT UP I ;'� �� 1/811 11-011 0 2ND FLOG IO I, _,- I 1 r� I r� _ Or—=—�' Oir — IT {5) 6II RAINLEADERq TO BE ' I I I I i v n � I 411 F.C.O. 1 CONNECTED TO HIGH, ROOF j I I j I '! I lli I J� _ I 3 BACKWATER VALVE 411 CAP P-1 P-6 i ! O I IN VALVE BOX c 11 (2WAY) GUTTERS ' P 4111 W,C,O, (TYP 6 ,jP� CES) I PIPING BELOW I O " I� ((� + I 61 ' FINISHED _ _-- SIDEWALK i DATE 4.C,o, {2 WA) 1 Z 1-27-946'CV 0 IN SIDEWALK 811 i 6" R.D. �� 611 —_L--------.---� DESIGNED BY 8111 I1 811 811 1 4" F C.o 611 I 6° R,D, 311 i 4' F M F SD SD SD I CD DRAWN BY ' 11 11 I 4 F,C,O, 0... p LSTORM DRAIN SF-EI 441 F.C.O. 2WAY -- I -- 311 VF_ ' JT _. CIVIL DRAWING 5 ' - , CHECKED BY _ � O . FOR CONTINUATION TAIL DE LMH SEE CIVIL DRAWINGI C-5 FOR O O O O 4" F.C.O. A EXTENT OF CONCRETE SIDEWALKS -m CANOPI ABOVE CAD CODE AND ASSOCI TED C NSTRUCTION 611 SANITAf Y LINE, INVERT ELEV. 951 711 N.T.S. -' -- 3652,02\P-1 TOTAL C NECTED LOAD APPROX. 7 FIXTURE UNITS SEE CIVI DRAWING C-5 FOR CONTI UATION SAMPLE 1 0 TWO 1000 GALLON 9 BOX GREASE TRAPS PROJECT NO. P-1 P-6 LOCATED BELOW P-1 P-6 3652,01 .: O9 0 1 1 I L 1 3 ` I '1 4. 5 I b SIDEWALK DRAWING NO. SHEET 57 OF 84 •3, � I I S i AIR 3 / n a n r BEER CHASE FOR FUTURE BAR ? Q Z - p ---- - - - - - - - - - 4" GREASE DOWN TO 1ST FLOOR, 4" V,T,R, (Q w a W • ( CAP 4" GREASE FOR FUTURE LOUNGE, (? (INSTALL INVERT APPROX. 6" BELOW 16T t FLOOR STRUCURAL MEMBERS TO PERMIT FALL IN FUTURE LINES) a Lu Of DE Lu Lu i P- I M — — — — — — — — -- — a �1�p 2"WCO P-6 - - - - - - - - �� - - Z "WCO l j 2u �j I, 411 VTR I � w (4)P-1r CAP 3" VENT IN 2ND FLOOR CEILING o MEN CAVITY FOR FUTURE LOUNGE/RESTAURANT Q 2u� a W 3/4" CW UP FROM �11 �p " i� n_ L �I I- 3FDA LJ � I S I 1 T FLOOR CEILING r d 11 � S_AT• G � Q � CAVITY TO 3/4" D + a HEADER - 2001 p N - 9i H.B, P-4 1/2" T•P. LINE _ TO 3" F.D. "A" (2) TYPICAL P-3 �m'8 SODA CHASE FOR FUTURE BA ® r�6 2" CW UP FROMp 1ST FLOOR CEIL NG rq---� rA 0 P P� RUN T&P RELIEF I CAVITY TO 2" fi P`5 a d O LINE IN 1ST FLOOR HEADER CEILING CAVITY TO EXTERIOR WALL & p co DOWN TO 6" A,F,F• 2" CO W M .j Q et 2���" ' 3" VENT UP FROM 1ST FLOOR, 3" V.T.R. P 6" GAS WATER HEATER VENT � � o r� l a THRU ROOF m Cc v o I PIPING IN 2ND FLOOR CEILING CAVi 1 1 1�.1 N _ WATER HEATER II_(2)P-9_ _ _ _ _ 4" V•T.R_SET TO MISS _ _ - _ _ _ _ _ --. �\ _ _ ��; , EWH-204 Z,I 1/2" H&CW IN - FUTURE FRESH AIR - - `� - - - - - - 0 ¢ 0 a I �TII 2ND FLOOR INTAKE TO KITCHEN HOOD / h P-1 P`6 IW ¢ P-2 P-6 I J -- 4" WASTE DOWN TO 1ST FLOOR l I 204 JAN CEILING CAVITY •"---- - �--_ ----� -- r a Z j\ HOT WATER 105 DEGREE PIPING IN 1ST FLOOR CEILING CAVITY Z Z C SERVICE SINK (n U SECTION A54 D2 S E C) � J ' P-11 ! �I � - n � CAP 4" WASTE FOR FUTURE LOUNGE 7 (INSTALL INVERT APPROX. 6" ABOVE O P`2 P`5 al �� 1/2" FACE OF 15T FLOOR LAY -IN CEILING ! m a ! it N W I I , ;', 5 � � I TO PERMIT FALL IN FUTURE LINES) I , I � r � � � I 2" VTR al WOMEN u pl ;1 n ��11 CAP 3" VENT IN 2ND FLOOR CEILING CAVITY �� ! FOR FUTURE LOUNGE r III 3/4" CW UP FROM J,' ip V (� 19T FLOOR CEILING CID l it l �o CAVITY TO 3/4" ! r (4)P-5 ��� l u' �' Ip W HEADER fl < I W uz� BEER CHASE FOR FUTURE BAR I m I � I � ' I� \ (15 ' 3"WCO 4" GREASE DOWN TO 1ST FLOOR, 4" V.T,R, I w ILu B, r , CAP 4" GREASE IN 15T FLOOR LAY -IN \ r- IQI CEILING CAVITY FOR FUTURE LOUNGE, ti!' u I II 2 CW UP FROM (INSTALL INVERT APPROX, 6" ABOVE 1 �' HW 1ST FLOOR CEIL NG FACE OF LAY -IN CEILING TO PERMIT p CAVITY TO 2" FALL IN FUTURE LINES) 2" V T UP FROM 1ST FLOOR Q , P " HEADER Lu J — — — — --� 4" — — — -- — — — _ U 1/2" HW I (2)P-9 6" SANITARY - L - - - - - - _ - - - - ' IP x DOWN I LINE DOWN I" Ul IN CHASE � Ii l3" VENT UP FRO CAP 3" VENT IN 2ND FLOOR CEILING 1 1ST FLOOR, 3" V, '.R, CAVITY FOR FUTURE LOUNGE/RESTAURANT a a j , (6)P_1 a PIPING IN 15T FLOOR 'I s 3"Fu�l CEILING CAVITY' 1 al ! 5)P-5 �� II ,I 4 VTR (� _—C — n dl I li 211 p .I I III p II III _ J �� 3" VENT UP FRO;vI 2Ti -'� \ 3 WCO 16T FLOOR r 3/4" CW UP FROM j�WCO 2" CW UP FROM CC 15T FLOOR CEILING 11H,B, = 1ST FLOOR CEILING z }— " p Ij CAVITY TO 3/4" 13 VENT HEADER TO 2 HEADER 1' 3" CONDENSATE WASTE LINE CL �, ii 1 DOWN TO 15T FLOOR T T P it MECH.\ 'i! C, I Q 2 0 I I � r 3" F D "B" p ct � B I i I 1 KIDS ROOM ? 0 _ OPEN TO GROUND FLOOR RD' I 41� �i I i I I- - - T1 ice-- I (� I�A LAIR 6 cc '' tt '' III NOTE: �I •+ r r w CONTRACTOR SHALL INSULATE (8) i EXISTING HANDICAPPED WALL HUNG LAVATORY P TRAP IAND SUPPLY (�-� TIf �- 6" RAIN LEADER UP � ASSEMBLY (SIMILAR TO P-6) ! 6" RAIN LEAD P 3" VENT UP F TO CONNECTION TO Cr TO CONNECTION T f� IN EXISTING ADJA ENT BUILDING �; I l GUTTERS, TYPICAL AT DIRECTION OF ENGINEER IN FIELD, GUTTERS TYPICAL 3" V,T,R, 5 PLACES ! i - - - -- \�� 5 PLACES _ _ F k IiT� n.- Tl— — �I u I I i I I .I Ili i I _O'_ i i ------ — - -- -- ----- I it -- — I,i = '' , . I I I , ANO Bi=l�OVtr I t l II I 1 i' I� ill DATE _ _ 1-27-95 SECONDFLOORPLUMBING PLANN. DESIGNED BY T 1 - I I I • 6n R,D. • 6° R.D. 1/8" = 1'-0 DRAWN BY -— —- — -- -- — -— -— -- -- --—— -- JTM CHECKED BY LMH `! 'CAD CODE • 3652,02\P-2 co PROJECT NO. I 3652.01 4 5.9 6 7 8 9 10 11 12 13 ��� 14 15 �6 DRAWING NO. r N N _ - SHEET 58 OF 84; I , i ! u N A 1 0 NOTE; PLUMBING CONTRACTOR SHALL VERIFY EXACT SIZE PRIOR TO ROUGH -IN TO SUIT EQUIPMENT TO BE SUPPLIED BY OTHERS, UP -RIGHT RESIDENTIAL TYPE REFRIGERATOR WITH ICE MAKER TYPICAL C.W. OUTLET BOX DETAIL 1 N.T.S. P-1 P-5 411 3-1/81, WIDE .1/-r L IVI/-'1LL SOLDER CONNECTION �— 3/411 HOSE CONNECTION �— INSTALL W/ESCUTCHEON FLUSH W/FINISHED WALL SURFACE 90 DEGREE PROVIDE THREADED x SWEAT FINISHED SURFACE INLET ELBOW STREET ELL CONNECTION FOR DIRECTLY BELOW WITH UNION INSTALLATION WITHIN 811 WALL HYDRANT NUT BLOCK WALL CONSTRUCTION BASIS OF DESIGN: ZURN Z-1336-6-13 TYPICAL WALL HYDRANT DETAIL 5 P1-0056 N.T,S, P-1 P-5 METHOD "A" METHOD 11B" SILICONE SEALANT ALL AROUND SEALED FINISHED FLOOR CONCRETE _ y�m:ngrr<sr. A ;7rTrf.;-fzS- c` fr P..*rs� _ SLAB {. Ts ••t�':�f`r, Q: ..1,., .::Rtr Ta- t SST j SLEEV_�FIBERGLASS PACKING 611 P,V,C, CONDUIT BY PLBG, CONTR, SODA LINES & 24" MIN, INSULATION SLEEVE RADIUS BEND BY K,E,C, FASTEN TO SLAB WITH CONCRETE STAINLESS STEEL CONCRETE NAILS 1 1/211 SLAB - WELD AROUND 811 —"11� FLANGE 211 I I I NI I I a I I SST FLOOR I I SLEEVE I I STAINLESS STEEL BEVERAGE I I FLANGE SLEEVE I THERMAFIBER ALL WELDED WATER 311 D 1 A. PACKING 'FULL TIGHT CONSTRUCTION SLAB DEPTH ALL AROUND OPENING TYPICAL BEER AND SODA CHASE DETAIL g P -o,53 P-2 P-5 N,T�S, TYP, TOP & BOTTOM —� NOTE; HOT WATER PIPING SHALL HAVE ELECTRIC TRACED HOT-WATER TEMPERATURE MAINTANANCE SYSTEM INSTALLED BY DIVISION 15 AND COORDINATED WITH OTHER TRADES, SEE SPECIFICATIONS SECTION 15432, TYPICAL TRAPEZE PIPHANGER_ FAIL 2 N.T.S. P-1 P-5 i 29" REQUIRED CLEAR PER A.D.A. NOTE: INSULATE DRAIN, H.W. � & C.W. SUPPLY PER A.D.A. P-5A, INSULATE DRAIN & CW ONLY ON P-5. WHEELCHAIR LAVATORY DESIGNED TO PROVIDE KNEE CLEARANCE AND "FRONT -ON" ACCESS (P-6) BASIS OF DESIGN: "PROWRAP" MANUF, BY MCQUIRE MANUF, CO,. TYPICAL HANDICAPPED WALL MOUNTED LAVATORY DETAIL 6 P1-0050 N.T,S. P-1 P-5 f lvlu. UulNLJUI I TYPICAL HEAT TRACE ET ILNt cr- 3 P-1 P-5 P1-ois� N,T,S. _ >. c, N.T.S. FINISHED WALL U 1 � ® U. im 3/4 'FLANGED FEMALE INLET H,B, L z B & 3/411 HOSE THREAD ON OUTLET, SUPPLY FITTING -SEE LL ROUGH CROMIUM PLATED W/VACUUM FIXTURE SCHEDULE BREAKER, SEE PLUMPING EQUIPMENT WALL SCHEDULE, — 3/41, C.W, �. SUPPLY BRACKET 1/211 HOT & z W COLD WATER U SUPPLY 1 - VACUUM BREAKER Al// v P 12 _ 3 I'. DUMMY WALL HOOK FOR i PRE -RINSE SPRAY AND HOSE - SEE FIXTURE DATE k4 SCHEDULE 1-27-95 i DESIGNED BY k , PRE -RINSE SPRAY FMF AND HOSE DRAWN BY JTM l�1 CHECKED BY LMH BASIS OF DESIGN; CHICAGO 387-E27 CAD CODE TYPICAL BEER AND SODA SYSTEM TYPICAL HOSE I TYPICAL CAN WASH 3652,021P-5 PROJECT NO. CHASETAIL 10 DETAILr7l�, FAUCET DETAIL 12 3652,01 PI-0037 P'1 P_5 DRAWING NO. j P -o 75 N.T.S. P-2 P-5 00 N,T,S, P-1 P-5 N.T.S. p� Gli rAp fTn RF RF-wo\/F=n L. A I L." I V V 0 L 1 V 1 %J r-i V V H L- L-, d- 3/4" CHROMIUM PLATED /VANDAL PROOF VACUUM BREAKER FINISHED SURFACE DIRECTLY BELOW HOSE BIBS —/ CAP FOR FUTURE HEAT n _ RECOVERY CONNECTIONS BASIS OF DESIGN; N.C• ZURN Z1400-2A-HD ZURN ZAB-1470A SET SQUARE STRAINER BODY SQUARE } Nt0•� 2" SHW m WITH TILE WORK AND/OR PARALLEL m L 3/4" HOT &COLD WATER THREADED COVER THREADED P.V.C. IS WITH ADJACENT WALL SURFACE ' 2" SCW A I O ����" BEY C.O, PLUG SECURED C,0•PLUG NOTE A N.C. O SUPPLY LINES QU L OA "WATTS" #36A VACUUM WITH W/COUNTER 2 1/2" © K G RELIEF VALVE FINISHED SCREWS SUNK HEAD FIN. GRADE 0 ❑ ❑ 1111 ❑ ❑ ❑ ❑ ©— GRADE 0❑❑❑❑ip❑❑❑❑ 0 ❑❑❑❑❑ ❑❑❑❑❑ ❑ ❑ O STORAGE ® DIELECTRIC UNION ❑ ❑ ❑ ❑ D � ❑ ❑ ❑ ❑ ❑ ❑ ❑ I ❑ ❑ ❑ 116 '° Q O i ® © "WAT,TS" SELF -CLOSING ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ H o o BRONZE HEAD WITH ❑ ❑ ❑ D a ❑ ❑ ❑ C ®O _ D H T&P RELIEF VALVE INV RTA-COLL POLISHEDTOP O T O // E AR TOP VIEW E AS NO 211 U D T&P DISCHARGE LINE RUN SPECIFIED ON PLUMBING TOP VIEW n. O „ SLIP 4" THICK x 18" SEEPAGE CONTROL EQUIPMENT SCHEDULE (D 1 C THRU EXTERIOR WALL 6 DO W•H•-116 — A,F, GRADE AND TURNED DOWN JOINT SQUARE CONCRETE o 2" p PAD FLUSH WITH FINISHED FLOOR ADJUSTABLE FINISHED GRADE STRAINER BODY LIFT OUT STYLE > O E F O E O HEATER TANK STRAINER W W O� EXTERIOR -TYPE 2 EXTERIOR -TYPE 1 a W Y A A v •p p 8: I F TANK DRAIN PAVEMENT AREAS GRASS AREAS G G T O 4 o Rv FINISHED_ O O BASIS OF DESIGN; _ FLOOR SYMBOL KEY O © ESCUTCHEON PLATE ZURN Z1400-NL-A ZURN ZABN-1468 - u/- 4 Q P p "WATTS" #36A VACUUM G 4" HOUSEKEEPING PAD STAINLESS STEEL AO RELIEF VALVE O ® BALL VALVE TOP SHALL BE FLUSH WITH FIN. FLOOR COVER SCREWED v n o• H BALL VALVE SURFACE EXCEPT IN CARPETED AREAS O TO THREADED , , . . 9 , . , . a < , a .y. : e : • . : • � B DI -ELECTRIC UNION, IO DRAIN PAN SHALL. BE ZURN ZN1400-CM-NL-A & ZURN C.O.PLUG ; • ° ; • a a � Ll 1 VERTICAL LIFT o "WATTS" 5ELF-CLOSING O CHECK VALVE ZN1400-TX-NL-A WHERE TILE IS INSTALLED , . S, . r a a . .. z , © T & P RELIEF VALVE J J 1" DRAIN LINE RUN ADJUSTABLE "� O BALANCING VALVE O ; C a. ° : a. ° a a a ` 4. p Cl TO FLOOR DRAIN COLLAR "NEO-LOC" OUTLET OR ' P 4 ° •4 APPROX. Q O T & P DISCHARGE LINE KO RECIRCULATING PUMP 16-102 RUN DOWN THRU SLAB TO "NO -HUB" OUTLET PRIMER CONNECTION 2" GOOSE NECK 61' ABOVE 0 THERMOMETER 30-240 RANGE K THERMOMETER 30P TO 240E THREADED AS REQUIRED I WHEN SPECIFIED) FINISHED GRADE M STOP COCK AND 6" DIRT LEG RANGE O C•0•PLUG ( SIDE VIEW a O HOT WATER STORAGE TANK NO GAS EXHAUST VENT THRU ROOF SIDE VIEW FO TANK DRAIN VALVE O 6" DIRT LEG d— WATER HEATER # 204 FLOOR WALL FACE BASIS OF DESIGN: ZURN ZB415-5X5S-TPO BASIS OF DESIGN; ZURN ZB415-7"I OF WALL D TYPICAL HOT WATER TYPICAL ELECTRIC WATER A`i' TYPIC L CL �O�JT TYPICAL �'LO I �� TYPICAL FLOORDRAIN d PIPING SCHEMATIC PIPINGSCHEMATIC�1rr 2 BOX DETAIL 3 DETAIL 5 � •� N P1-o2i2a N.T.S. P-1 P-6 N.T.S. P-2 P-6 c, P-1 P-6 w a, N.T.S. P-1 P-6 (2)Cl FRAME & LIDS U,S, FOUNDRY TYPE K N.T.S. P-1 P-6 N.T•�, LIGHT DUTY W/221' DIA. MIN. OPENING, TOP ® O ®_ o o"', TO BE FLUSH W/FIN, GRADE, -GROUT FRAME FINISHED GRADE (SIDEWALK) � m Fr U rn TO BRICKS (TYP) W/1/2" CEMENT PARGING 111 w a 1�' WILKINS #500 PV WATER ALL AROUND ON BOTH SIDES OF BRICK, 2 WAY 4" E,C,O. ON OUTLET NOTES: z VAULT SHALL BE DESIGNED IN f, 0 SEAL ALL PENETRATIONS WATER &INLET PIPING, OUTLET �� uj Z Z o a WILKINS #975 OR EQUAL INSTALL WITH PRESSURE REGULATOR SET AT " " „ ACCORDANCE WITH AASHTO Ll.l z z o SEE ARCHITECTURAL DRAWINGS FOR SEE ARCHITECTURAL DRAWINGS FOR ADEQUATE ROOM FOR MAINTENANCE & 15 P.S.I. (ALL BRONZE, NO CAST TIGHT TO BE 3 LOWER THAN 32 32 H-20-44 TRAFFIC BRIDGE LOADING °C C RATED WALL CONSTRUCTION DETAILS RATED WALL CONSTRUCTION DETAILS TESTING, CONTRACTOR SHALL PROVIDE IRON OR ZINC COMPONENT z INLET USING CONCRETE RATED AT 41500 w � Ory�� J ADEQUATE SUPPORT FROM FLOOR, PARTS) PSI COMPRESSIVE STRENGTH ATLo • N J �.: a 4 28 DAYS AND 60,000 PSI YIELD co SHUT-OFF VALVE SHOCK ® Q 6�� STRENGTH ASTM A-615 STEEL .J 1" 1n (TYP OF 2) - — ABSORBER _ � REINFORCEMENT, ii �� 1" CW SUPPLY P.D.I. �'C" cO w z X 6" OUTLET TO SAMPLE BOX - E�- 1 WRAP 2 WIDE FS-195 1 WRAP 2 WIDE FS-195 2- Q SEE DETAIL BROOKS PRODUCTS, 690 TAFT W WRAP FLUSH TO INSULATION WRAP FLUSH TO o VINELAND RD• ORL. FL L. w EXTERIOR WALL EXTERIOR ALL �� _ _ _ ° ��� 407 855-7580 OR APPROVED w ER W 3 VENT �+ �+ AIR SPACE SHALL BE 15/ 32 32" ao OF VOLUME OF HOLDING EQUAL, ��� ��� FLOW i ��� ��� c �� � o � � � a � � CAPACITY ,. 4,500 PSI CONCRETE REINFORCED 30" TO 48" DEPTHS ARE 1" BALL VALVE RELIEF VALVE FOR H-20 LOADING, 2 PRECAST 750 5" THICK CONCRETE BAFFLE / AVAILABLE• DISCHARGE GAL, GREASE TRAPS, W/ 6"x6" NO,6 WIRE MESH •-� WILKINS #YSBR100 ui SECTION "Y" STRAINER W/ „ 1 TOP SLAB SHALL HAVE 6" & 12" C METAL PIPE SEAL ENTIRE EDGE AND METAL PIPE SEAL ENTIRE EDGE AND 60 MESH SCREEN & 3 VENT H-20 TRAFFIC RATING EXTENSIONS C ALL BRONZE BODY AS REQUIRED t SEAMS WITH 1/4" LAYER SEAMS, WITH 1/4" LAYER 6" INLET OF CAULK CP-25 OF CAULK CP-25 MANHOLE LID & FRAMES 3211 „ RUN DISCHARGE LINE 2" AIR GAP MIN, — — — — — — — — 32 TO FLOOR DRAIN F T) 6" OUTLET 1" CW SUPPLY TO 3" EQUIPMENT MECHANICAL EQUIPMENT ( ' FLOOR DRAIN "B" DRAIN " �� ... 3� 30 TEST TEST �--------------� U,L, 1479 U.L• 1479 U,L, SYSTEM NO, 147 U,L, SYSTEM NO, 147 NOTE; MULTIPLE GREASE TRAPS SHALL BE INSTALLED IN SERIES F RATING - 2 HR F RATING - 2 HR NOT PARALLEL, 4�� — U) T RATING - 01 1-1/2 & 2 HR T RATING - 01 1-1/2 & 2 HR T Y P I � L PLAN KNOCKOUTS, SIZE AND LOCATION � � i AS REQUIRED, SEAL ALL PIPE BASIS OF DESIGN: PRODUCTS BY 3M PIPE WITHOUT INSULATION BASIS OF DESIGN: PRODUCTS BY 3M PIPE WITH INSULATION U ® U AC L®W CONNECTIONS WATER TIGHT. TYPICAL WALL TYPE IRESTOP TYPICAL WALL TYPEFIRESTOP HEAVY DUTY TOP -TRAFFIC RATED TYPICAL SAMPLE BOX ° W PREVENTION [DEVICE DETAIL 8 TYPICAL GREASE TRAP DETAIL � —' � �j 9 DETAIL 10 DETAIL 6 DETAIL 7 N.T.S. P-1 P-6 P1-oo�o P 1 P 6 � P1-0065 P1-0071 P-1 P-6 P1-0107 P1-0106 ( ' 1 N,T,S, P-1 P-6 N•T.S, P-1 P-6 �� PIPE HANGER/SUPPORT '� PER SPECS oc O BYPASS BALL VALVE �� (NORMALLY CLOSED) LL„ VENT CAP 3 SUPPLY UP &INTO CEILING CAVITY 11 --j P.R.V. FACTORY SET BYPASS BALL VALVE 2 @ 50 P.S.L. (NORMALLY OPEN) < U) 0. SILICONE PIPING SYSTEM 2" PLASTIC IDENTIFICATION, 2" SOFT CW TO GAS z SEALANT (RTV #600) STAINLESS STEEL SEE SPECS WATER HEATER �`�� w FLUE ABOVE ROOF #116 �P U DISTANCE FROM ROOF LINE, FLASHING AND PRESSURE GAUGE OFF , TO BOTTOM OF CAP AS STORM COLLAR W/ 1/4" SHUT-OFF 11 "METALBESTOS" SLEEVE THRU„ REQUIRED BY CODE, 5 -0 EXTERIOR WALL MINIMUM STUB -UP 2'-0" MODEL DF (DOUBLE WALL) MAIN SHUT-OFF BALL DIELECTRIC ABOVE AJNY FRESH AIR PER SPECS VALVE PER SPECS 2" MAIN COLD UNION 1" X 1" CHAMFER ALL AROUND INTAKES SEE ARCH, DWGS• WATER SUPPLY FOR ROOF FLASHING WALL HYDRANT SLEEVE FLOOR AND NAILER DETAILS SEE DETAIL SLAB, PER SPECS 2" SOFT CtW, �- 3" TO 2ND FLOOR FINISHED SOFTENER FLOOR WATER SOFTENER AND BRINE TANK TO BE SET ON PAD (SEE PLAN " STEEL FLUE BELOW ROOF SEE STRUCTURAL CONTROLLER AND 2 ALL 1 LINE "METALBESTOS" DRAWINGS FOR SLEEVE FOUNDATION CONTROL WIRING _ 2" AROUND MODEL I'QV/RV" TYPE "B" OPENING CONSTRUCTION WALL, PER SPECS' (DOUBLE WALL)tf OR GAS BRINE DATE FIRED ATMOSPHEREIC ROUND FLUE, SEE COLD WATER SUPPLY 3" CLR 6x6xW1.4xW1t4 WWF 1-27-95 BURNER & DRAFT DIVERTER PLUMBING EQUIPMENT MAX. 2'-0" BELOW „ „ „ ,� ALL EDGES 4" CONCRETE PAD DESIGNED BY (DRAFT HOOD) SCHEDULE FOR PIPE SIZE FINISHED GRADE 4" HOUSE KEEPING PAD r �- 3 F.D. B FOR 1 SEE DETAIL SOFTENER BACKWASH LINE FMF DRAWN BY �I�VII JTM A P-1 P-6 CHECKED BY LMH TYPICAL CAD CODE TYPICAL' FLU VENT TYPICAL MAIN COLD WATER ENTRY TYPICAL WATER SOFTENER HOUSEKEEPING3652,NO. t � . PROJECT NO. 0 P1-0548 ,+ P1-0056 o TAIL 11 TO BUILDING TAIL DETAIL A 3652•01 1 2 1 DETAIL rl 4 DRAWING NO. P-1 P-6 P�-oo59 - N.T•S. N,T.St P-1 P-6 N.T.S. P_1 P-6 N•T•S• P-1 P 6 -6 N SHEET 62 OF 84 ant - - - _ 5 4 3 2 1 - - 5 C 19 0 0 0 N,T,S, CL 0 U� 2 U CO Lo :D m J • �♦ N co Q ; 0 C f MECH/ELE 5 �411 V.T.R. I 21I / // v I n \411 I211 W,C.0, ( P-1 \I\ P-1 \\ 1411 \ \ P-I6 I \ \ 211 W,C,O, Ltd \ \ P-1 V I 31I F.D. "A' \ 31" \ P-1 / P-1 I P-1 P-1, WOMEN'S TOILET 205 P- / I 0 / I (5) p-5 \ \211 ) �4" V,T.R, \ J / r \ 2" W,C,0, i \ 1411 1 \ / I 211 \\3i/ I l 2111 W.c,o, 1/2" T,P, LINE TO 3" F,D, "Al' 4 In 11 T h I T A I C Ile \ I \ 1/211 T,P, LINE /I TO 311 F.D. "All MEN'S TOILET 103 211 / / P-5 \ P5 Y'IP�D 211 W,C,O, / vl P.D.'A" / 2" � / P-511 ur 1/211 T.P. LINE / P-5I 211 W,C,O, TO 311 F.D. "A" / I r I P-5 s "f 3u F,D, "A"I 1 21I I � oo 211 I J / \ \ P-9 211 s 1 411 I I P-11 P-9 I / \ \ 1 \ \ S 1/2" T.P. LINE (4) J \ \ TO 311 F,D, "A" P-5� \ II W� \ \ \211 211 JAN. 204 I 1/211 T,P, LINE \ TO 311 F.D. "A" I211 311 F,D. "A" P-2 it I P-1 / loll1 211 P-1 / /3" V.T,R,I / I I � , P-1 1211 W,c,o, IN, I P 9 P-1 P-9 I 211 P 1 \ \ 2\ 2"I W.C,O/ I IP_6 Ian 5 y P- WOMEN'S TOILET 102 2 : U / � \ 411 V,T,R, / - / / / I 12" W.C.0, 2> / I (5) 2% / r P-5 / / P-6 / 211 O 211 \ \ 411 P-2 > \ III LLJ 211 rr � 31' W.C.O. w 211 2n / _ P-1 r � 1/211 I3" IN2' Lu F,D.A" TO� I P-1 2" I 211 P-11 z Ip_4 P-1 1 0 II o z . P3 w o 0 P 411 -3 MEN'S TOILET 203 a P,D,I, IICI1 P,D,L "A" u1 2" (2) P-7 Q N P-5 _ 0 P-8 P-1 3/411 CW P-1 nHEADER p-5 Q u P-1 2 ' P-5 P-1 P,D,I. "A" P-5 P-1 P-5 P.D.I, nC" p-HEADER s 6 211 CW HEADER 211 3/4" CW P-5 , P-2 0 � P-5 Q N c7 P-1 WOMEN'S TOILET 205 3/411 U) cc� Q o P_1 211 j'B' P.D.I.�IIAII � � m p� U 41I P-1 P-5 I` P-5 w LL 0 kQ O P-1 w u- FUTURE AIRCRAFT P-1 ' w w � rr z° SANITARY DUMP P-1 P-5 ~ STATION P 2 P-6 U) � 211 211 p_5 P.D,I, 1'D11 uo m P-2 N W 411 F,C.O, 3/411 CW P-5 ✓ co 2i (2 WAY) HEADER 411 • 211 'P 5 MEN'S TOILET 203 _1 U P W �- H,B, W p-1 (2) !� 1/2" HW P.D.I. "A" I P-1 Z. w P-9 P-1 �/� s 3/411 CW P-1 D. �P-11 P-9. J 1/2" HWW. HEADER P-4 U (2)P-3 (2)7 P-5 n U II 3/4 HW & JAN. 204 p-8 �. C • P_5 CW TO WATER 211 CW HEADER HEATER 204 3/411 CW P-5 HEADER P-5 P.D.I. "C" P_2 13/411 H.B. ol ' P-1 211 P-1 211 P,D,I, "A" 1/211 HW P-1 I [ TO TOILETS P.D,I, "Au P-1 CL P-5 P-9 \1/211 P-1 I { 1 P-9 P-5 211 CW HEADER cc vJ 1/211 1/211 P-5 0 WOMEN'S TOILET 205 " �I ' I ,D,I, D LL 3/4" CW P-5 PP-1 W HEADER P-1 3/411 q H,B, 3/411 CW HEADER P-1 P-5 _ 3/411 , P 1 I I 211 (� H.B, P-1 3" P-1 j O LL I 3" -j Cl) B P 6 P.D.I. "AllLL -� 12u � P-2 T 0 P-5 211 CW TO �- 3/411 TOILETS 211 CW HEADER z W P-5 WOMEN'S TOILET 102cc (, 211 1 3/411 p-5 P-6 P,D.I, 11B" 3" < �l P-2 H.B, 3/411 CW HEADER P-1 P-1 j- P-1 211 2'1 • 211 CW HEADER DATE 11 1-27-95 MEN'S TOILET 103 P_4 P 7 2 DESIGNED BY P-3 1 FMF L P-g DRAWN BY P-6 211 CW JTM P- HEADER N CHECKED BY ' LMH 211 CAD ,CODE W(1T ®Klil eNnl n \A/ A TI=D DIQC:D i11 A r_r3 A AA 1�F,1,;1) n1\P-A F1 r 19 0 E C 1W IN 0 w y w :I A j 211v, / � I 211\ 1� I 1211 411 F,C.O, I \ r I\ / / ( I 211 W,C.0. P A I I_ y I , P - 6 A '-5A7111, ,.*, / /< P 1 / 411 311 P-2 P-3 3u 211WOMEN' S TOILET 123 I I W.C.O. 211 I I 311 211 W,C,O, P-2 1/211 T,P. LINE TO P-6A 311 F.D. "Au (TYP, 4 PLACES) MEN'S TOILET 129 WASTE AND VENT RISEN DIAGRAM N.T,S. N f 1 211 CW 1/211 SOFT HW 1/211 2n 21 P,1 211 CW 1/2° 211 2" 11 211 CW HEADER — 1/2" P-5A P.D.I. non P 2 , i 211 P.D.I. 11511 P-1 11 P-6A z 11 (2) H.B. 1/211' P-3 WOMEN'S TOILET 128 P,D,I, "A'1 211 P-2 2" CW HEADER P-6A MEN'S TOILET 129 t HOT AND COLD WATER RISER DIAGRAM N.T,S, I j N / m I I i lK C 0 NEW TYPE II FULLY SRINKLD BREEZEWAY ' NEW TYPE II FULLY SPRINKLRD CONC URS` . BUILDING ONE # WET PIPE SYSTE-V� m BELOW CONCOURSE ZONE #21 PRE -ACTION, FIRST FLOOR WOMN'S TOILET / WAITING / NURSERY AND SECOND FLOOD —GO-N C OURS-E S T kI I —' —IV 0 9 -- -- 1 _.r..r o — A N O �J T i N 0, — ;7. a `f U 0 x �L — .. ................... ........... .......... ........................._....... ... ..............._....... 9) , , ., , .9 0 2., O 4 O 5.9 0 0 0 0 ', 0 l i 102 \ 1/16" = 1'-011 3 sra�� a �cr- .� ® i _ L z B 0_QU �., L1J , C.) Ir DATE 1-27-95 DESIGNED BY FMF DRAWN BY { ' JTM CHECKED BY j LMH CAD CODE 3652,02\FP-1 PROJECT NO. 3652,01 DRAWING NO. r1 SHEET 66 OF 84 i s I m f I MF IV -- —-- —-- �xC > O /O I ; 1 I p I I 1 - / �D %-`�-7-------�- `J ------------ f E L I ' I I C-_ I ' y Ltr O I I i I > I W _ C ' O ILI O O I p I I i — ` W I lil I L. , I I I I 1 I I I p ! I I Q ' , W , I I I I I p - -- - - -- / I ; I I f i 1 i 1-17 x W cn I , --- �i NSPR./W TYPE II FULLY NK -RED I , F - r CONCOUPS UILIN I c r O GROSS AREA - 10 00 Y r .oar �' T / I ,' � N co CZONE 113) WET PIP_ SYS 'EM „ ®on ci , U I-- { W Q. ` ® �� i 0 Z ��y� ta)o O r rn D LL Q U .2 l , f � r O I O f O --"-"- ,, • , , \r , 1, co --------------------------- i_ ' ________ _______ "_ \\ \ I `\Q \ I _ __ _.__ _________ r — I I 0 _ /) \ --— - — - —-_— —_— -- J T� ................... -- �� r >-- —'-_ ------------------------------- ---------- ----_- -r - - ------ - - uj - — ------------ M ! r I ' iLL.GG�dd ' , r I PER NFPA 416 GLAZING MATERIAL COVERED OPENINGS �J'� :!' I I i� IN WALLS FACING THE AIRPORT RAMP SHALL BE SPRINKLERS AROUND PERIMETER Cc c PROTECTED WITH AUTOMATICALLY ACTIVATED WATER OF ESCALATOR SHALL BE x SPRAY SYSTEM INSTALLED IN ACCORDANCE WITH PROTECTED PER N,F,P,A, 13, N" FPA 15, THE SYSTEM SHALL BE DESIGNED TO . I - - - P-R-0V�D-E-A,--D-E-NSITY-OF AT LEAST 0,25 GPM/SQ. FT, _---, G ----- - - -------r-- -- r , OVER THE ENTIRE SURFACE AREA OF GLAZING -------- ----------------- ---- - ---- ---- - ---- ----- - ----- ---------------- ----------------------------------------------- , J i ---------- --- -- --- - - - I �_ - ------ - _ C MST_E�2I�ES-AT-I_CAID.NS__�_E�-LION--153Q - -- - ---- ---- - ---- ----- - --- ----- ---- ----- ----- ---- - --- -- - --------------',,--J ----------------------------------------- ------------------------------------------------------ - --- ----- -- --------------------------------- - - C- , CONCOURSE STAIR NO. 1 I �� ! STAIR NO, 3 STAIR NO. �- , , �•I I I II , I .... i� Ilill I, I 4 ts�aau � I . ( L �_—__- _—___—__�_— _—_ _��_— - _ _ �J , I I i I I .. .. ......... ...... , ............... LEI W C----- 8 --NEWTiYPEII ULLY I -_— - L.5 , C� II I I I,i I I I , II r SPRINK, LERED UILDIN I r T LL ®.. , �0. ZONE43, W �I P �A. w f; I M------�------- --------- --- i -- ---- —�- -- --i�-------- \J LL j 4-HOUR MASONRY/CONCRETE FIRE :WALL - - - - - - - - - - - - - - - - LL. I I I .z � B. --— ® E - — — — — — — --- N �� ------ T - -i -- ------ -------- ---------- ------- �� m� ------ ------ ------ cr_ U. ' I I I III �iI�ICl�l�l OPEN MCANTIL AR AGu:I - (lames ' I�IIII CROSSI AAA 2744S�li�l�!0 ------z w —-- --- — —-r--- 3 S EXISTING 1-STORY TYPE IV-UNP-UNS C I' U I L D I N L_aW ---------------- 4-HOUR FIRE )RATED OVERHEAD CURTAIN SPRINKLERS AROUND PERIMETER - - --- - - — - -- - - --- - 4- — ---- — - -- - - -- --- - - ---- - OF ESCALATOR SHALL BE PROTECTED PER N,F,P,A, 13. DATE 4-HOUR MASONRY/CONCRETE FIRE WALL jl 1-27-95 i'ID NDDN J DESIGNED BY ----- n ------ --- — — �- STAIRNO. 1 I I iI II -- -------- —-- —— -- - I — -® =--- —'— STAIRNO. - F M F DRAWN BY JTM A it r- I s-------------- -- -- ----- 1 I' L M H CAD CODE , T I C -J — I C (� i-11 C C C -� - -� . . --------------------------------------------- �----------------------IIC CI I � 3652,02\FP-2 — — — ——C�I SPRINKLERS RIMETE PROJECT NO. .. OND:..:F.L.00RFIRE- OF GLASS ALL BE 3652,01 CLOSE NIPPLE4 & 1" MALE SPRINKLER HEAD SHALL BE LOCATED VX1/2" REDUCING — — r COUPLING REDUCER AS REQ'D WZ`TH-IN CENTER ONE SIXTEENTH OF CEILING COUPLING CEILING TILE (72 INCHES SQUARE) GRID — 90 FITTINGS — TEE FITTING SPRINKLER MAIN, CENTER BETWEEN , CEILING o�ji) _ UPPER SUPPORT PIECE � N �- LIGHTS AND OVER CEILING TILE � TEE — i SPRINKLER HSCHEDULE TYPE TEMP SIZE K-FACTOR RECESSED WITH FACTORY CHROME PLATED ESCUTCHEON CENTRAL MODEL "H" 165 DEGREES F UNLESS NOTED OTHERWISE 1/2" 5,6 UPRIGHT AND PENDENT EQUAL TO CENTRAL MODEL "A" (ROUGH BRONZE) 165 DEGREES F UNLESS NOTED OTHERWISE 1/2" 5.6 HORIZONTAL SIDEWALL EQUAL TO CENTRAL MODEL "H" 165 DEGREES F 1/2" 5,6 l z o i ESGUTGHE0N o , SPRINKLER HEAD LOCATED IN SPRINKLER SYSTEM BASIS OF DESIGN U-1 CEILING TILE PER DETAIL FINISH o ON THIS SHEET, NOMINAL 2' X 4' CEILING AIR TERMINAL Q EXPOSED "T" LAY -IN CEILING n W m CLASSIFICATION; ORDINARY HAZARD (GROUP 2) ® \ SEE SECTION• 16000 FOR EXACT LOCATIONS OF LAY -IN LIGHTS AND "CAN" DOWN LIGHTS BASIS OF DESIGN; 1/2" MODEL-H RECESSED PENDENT SPRINKLER DENSITY; 0,20 GPM/SQ, FT. N • TYPICAL SPRINKLER TYPICAL SPRINKLER DESIGN AREA; 1500 SQ. FT, TYPICALSPRINKLERH D PIPI IL L TI T IL MAX, COVERAGE:130 SQ, FT, / HEADI TALLATI T IL , N,T,S, N,T,S, P1-0501 N.T.S. TYPE; PRE -ACTION AND WET PIPE SYSTEM PER ALL REQUIREMENTS OF NFPA 13. U (ZONE #1 AND ZONE #3 WET PIPE, ZONE #2 PRE=ACTION) Z 0 cc 4. APPLICATION AREA; FIRST FLOOR LOBBY AND AND MECHANICAL ROOM 116 AREAS m > ADJACENT APPROXIMATELY 61000 SQ. FT. (ZONE #1), BAGGAGE MAKE-UP AREA AND ENTIRE LENGTH OF THE BREEZEWAY BELOW THE CONCOURSE Dj Q APPROXIMATELY 21,515 SQ. FT, (ZONE #21, SECOND FLOOR INCLUDING FIRST FLOOR CONCOURSE TOILET w ® m c� 0) APPROXIMATELY #124) STORAGE #123, WAITING #1271 & ESCALATOR EQUIPMENT ROOM #125 3,250 SQ. FT. PLUS ui u_ o Q O SEC ND FLOOR CONCOURSE (38,245 SQ. FT,) APPROXIMATELY 41,495 SQ, FT, (ZONE #3), zw "- 0 W tr zF_ LLi L W z U NOTE; W W O < Lo m SEE ANSI/ASME A17,1 - 1984 SAFETY N w BEAM CLAMP CODE FOR ELEVATORS AND ESCALATORS ITY F A � ,� T � ��j 1' RULE #102,2 PAGE 18, � FIRELINEFLOW TEST U � N W ALL THREAD ROD RESIDUAL, - 36 PSI W 0.S.& Y. W/ TAMPER SWITCH STATIC; _ 56 PSIuj FLOW; 1,010 GPM U TEST DATE; -- JANUARY 18,1995 LOCATION; - APPROXIMATELY 90'-0" DUE SOUTH OF SOUTH/EAST MOST (� PIPE HANGER RING 286 DEGREE F SPRINKLER HEAD IN CORNER OF EXISTING TERMINAL m ELEV, EQUIP, ROOM INFORMATION CONTACT PERSON; - MR, VINCE FIORETTI -� I,T.T, GRINNELL FIG, 69 W PHONE; - (407) 322-944 NOTE; Q" 0 BASED ON DIVISION 16 PROVIDING AND INSTALLING NOTE, Q STD, HEAT DETECTOR FOR ELEV, EQUIP, SHUNT FIRE FLOW INFORMATION SHALL BE VERIFIED AS REQUIRED BY TRIP AND SMOKE DETECTOR IN EQUIP ROOM, FIRE PROTECTION CONTRACTOR PER NFPA, SEE SPECIFICATIONS 15330, TYPICAL PIP NA DETAIL TYPICAL ELEVATOR ROOM U.L.✓F.M. APPROVED DETAIL ZONE #2 AIR PRESS, MAIN DEVICE N.T.S. P1-0515 N,T,S, - DRY PIPE VALVE PRESSURE SWITCH (HIDDEN) � ALARM LINE STRAINER (HIDDEN) � ALARM TEST VALVE W ZONE #1 ZONE #3 DRAIN CUP SEE ARCHITECTURAL DRAWINGS FOR ° WATER FLOW ALARM SWITCH RATED WALL CONSTRUCTION DETAILS o 0 WIRED TO ELEC, FIRE ALARM C5 —1 EXTERIOR ° ° SYSTEM IN THE BLDG, AND W WALL OUTSIDE GONG, CEILING SPARE SPRINKLER HEAD BOX 1"Cc PIPING MOUNTED ON THE WALL �� 1 WRAP 2 WIDE FS-195 0 WRAP FLUSH TO ® L 0 PAINT �` � PRESSURE GAUGE W/COCK EXTERIOR WALL B PIPING RED -J B INSPECTOR'S TEST RUN INSTALL THROUGH THE WALL BEHIND 12" X r W - 6" LIFT CHECK VALVE �- I-- 0 INSPECTOR'S 12" ACCESS �. TEST/DRAIN PANEL IF ' i INSTALLED IN 6" OS&Y GATE VALVE W/ U. FINISHED � TAMPER SWITCH WIRED TO � THE FIRE ALARM SYSTEM METAL PIPE VSEAL ENTIRE EDGE AND AREA SEAMS WITH 1/4" LAYER t 1" UNION OF CAULK CP-25 �- , LL MIN, 4" OF LL DEVELOPED Q LENGTH FROM ' v p .'q a' v p. •o v INSPECTOR'S TEST EXTERIOR TO MAIN DRAIN VALVE VALVE SHALL HAVE `� VALVE 2" MINIMUM OFF, TEST AND x 0,5,&Y, VALVE W/TAMPERQql DRAIN SETTINGS ESCUTCHEON SPLASH SWITCH WIRED TO THE 3/4" ANCHOR RODS AND BE UL LISTED PLATE: BLOCK FIRE ALARM SYSTEM SLEEVE TEST DRAIN TO FINISHED U.L. 1479 8" SUPPLY U,L, SYSTEM NO, 147 SIDEWALK NOTE; SIAMESE FIRE DEPT, CONNECTION �� NOTE; LOCATED ON DOWN STREAM SIDE OF, F RATING - 2 HR DATE SLEEVE AND WATER 2 ANGLE DRAIN VALVE - PAINT PIPING W/1 COAT BACKFLOW PREVENTOR LOCATED ON T RATING - 01 1-1/2 & 2 HR 1-27-95 PROOF EXTERIOR WALL DRAIN TO FINISHED PRIMER AND 2 COATS OF CIVIL DRAWING C-3, SIDEWALK RED PAINT, SEMI -GLOSS, DESIGNED BY " " THRUST BLOCK BASIS OF DESIGN; PRODUCTS BY 3M PIPE WITHOUT INSULATION FMF., BASIS OF DESIGN; G/J INNOVATIONS INC, SURE TEST TYPICAL FIB PROTECTION RI � `TYPICAL INSPECTOR'STEST. TYPICAL W LL TYP_ FIB STOP DRAWN BY JTM A P1-0582 T A I L T I L T I L CHECKED BY P1-010� , LMH N,T,S, N.T.S, N,T,S, A CAD CODE 3652,02\FP-3 PROJECT NO. 3652,01 o DRAWING NO. FP-3 N .� SHEET 68 OF 84 , 2 AA z �4. • J 2 1 _ (D 0 LIC tLt(; IHIUAL Z5TIVIIJULb (APPLIES TO ALL ELECTRICAL SHEETS) 333 ROOM NUMBER RACEWAY CONCEALED ABOVE CEILING AND/OR IN WALLS IG — — — — — — RACEWAY CONCEALED BELOW GRADE OR SLAB, HOMERUN TO PANELBOARD, 11PP111, CIRCUITS 1, 3 & 5 SHOWN. QUANTITY OF TIC IG PP1-11315 MARKS INDICATE NUMBER OF CONDUCTORS (WHEN GREATER THAN TWO), PROVIDE GREEN INSULATED EQUIPMENT GROUNDING CONDUCTOR IN ALL POWER & LIGHTING RACEWAYS, LONG TIC INDICATES A NEUTRAL CONDUCTOR, ALL RECEPTACLE CIRCUITS SHALL INCLUDE A SEPARATE NEUTRAL CONDUCTOR WHETHER INDICATED OR NOT, PROVIDE A SEPARATE ISOLATED GROUNDING CONDUCTOR AS INDICATED, E EMERGENCY CIRCUIT CONDUIT AND WIRING CH FLEXIBLE CONDUIT CONNECTION 0 CEILING, SURFACE, OR RECESSED MOUNTED LIGHTING FIXTURE, UPPER CASE LETTER aON INDICATES FIXTURE TYPE, LOWER CASE LETTER INDICATES SWITCH WHICH CONTROLS FIXTURE Le AS INDICATED, SEE LIGHTING FIXTURE SCHEDULE, NL G NIGHT LIGHT CEILING, SURFACE, OR RECESSED MOUNTED LIGHTING FIXTURE. CONNECT $a TO HOT UNSWITCHED EMERGENCY CIRCUITRY. SEE FIXTURE SCHEDULE, $2 �ON WALL MOUNTED LIGHTING FIXTURE, UPPER CASE LETTER INDICATES FIXTURE TYPE, a LOWER CASE LETTER INDICATES SWITCH WHICH CONTROLS FIXTURE. SEE LIGHTING FIXTURE SCHEDULE, $3 2'x4' FLUORESCENT LIGHTING FIXTURE, UPPER CASE LETTER INDICATES FIXTURE TYPE, LOWER CASE LETTER INDICATES SWITCH WHICH CONTROLS FIXTURE. $4 a, D SEE LIGHTING FIXTURE SCHEDULE, V 21X4' FLUORESCENT LIGHTING FIXTURE CONNECTED TO EMERGENCY DISTRIBUTION SYSTEM, UPPER CASE LETTER INDICATES FIXTURE TYPE, LOWER CASE LETTER INDICATES SWITCH $K a D WHICH CONTROLS FIXTURE, SEE LIGHTING FIXTURE SCHEDULE, $P �--p-� INDUSTRIAL TYPE FLUORESCENT LIGHTING FIXTURE. UPPER CASE LETTER INDICATES H FIXTURE TYPE, SEE LIGHTING FIXTURE SCHEDULE. 30 3 Z-j NF 6-0-99 INDUSTRIAL TYPE FLUORESCENT LIGHTING FIXTURE CONNECTED TO EMERGENCY DISTRIBUTION H SYSTEM. UPPER CASE LETTER INDICATES FIXTURE TYPE, SEE LIGHTING FIXTURE SCHEDULE, 30 3 20(*) N.L. NIGHT LIGHT FIXTURE, CONNECT TO HOT UNSWITCHED CIRCUITRY, UPPER CASE LETTER INDICATES FIXTURE TYPE. SEE LIGHTING FIXTURE SCHEDULE, D ELECTRIC DUCT HEATER WITH INTERNAL DISCONNECT SWITCH AND CONTROLS (PROVIDED BY DIV. 15 CONTRACTOR ELECTRICALLY, CONNECTED BY DIV, 16 CONTRACTOR) ® EMERGENCY EXIT SIGN; CONNECT TO "HOT" UNSWITCHED EMERGENCY CIRCUITRY, SEE LIGHTING FIXTURE SCHEDULE, FAN POWERED VAV BOX WITH ELECTRIC HEAT. COORDINATE EXACT CONNECTION LOCATIONS t FOR CONTROL AND POWER CIRCUIT CONDUCTORS WITH DIVISION 15 CONTRACTOR, H FIRE ALARM MANUAL PULL STATION, En WEATHERPROOF FIRE ALARM VISUAL STROBE DEVICE WP En FIRE ALARM STROBE DEVICE, ,# FIRE ALARM CONTROL PANEL - "FACP" FAAP FIRE ALARM ANNUNCIATOR PANEL 0 FIRE ALARM SMOKE DETECTOR AIR CONDITIONING DUCT MOUNTED FIRE ALARM SMOKE DETECTOR, FP S A FIRE ALARM SYSTEM FLOW SWITCH TS FIRE ALARM SYSTEM TAMPER SWITCH ® O FIRE ALARM RATE OF RISE THERMAL DETECTOR, ® FIRE ALARM SHUT DOWN RELAY, MOUNT IN NEMA 1 ENCLOSURE WITHIN 3'-0" OF UNIT B OR DEVICE CONTROLLED, IDENTIFY COVER, RTI DUCT SMOKE DETECTOR REMOTE TROUBLE INDICATOR/TEST SWITCH, MOUNT ADJACENT TO UNIT CONTROLLED AT 60" AFF UON, S/ q TRANSIENT VOLTAGE SURGE SUPPRESSION DEVICE, WEATHERPROOF SHUNT TRIP PUSH BUTTON OPERATOR WP w WL FIRE ALARM "DO NOT USE ELEVATOR" WARNING LIGHTED SIGNAGE. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS, GENERAL (APPLIES TO ALL ELECTRICAL SHEETS) 1, THE CONTRACTOR SHALL PHASE THE ELECTRICAL WORK TO LIMIT BUILDING POWER AND COMMUNICATIONS OUTAGES AND MAINTAIN FACILITY OPERATIONS AS REQUIRED BY THE OWNER, ALL SPECIFIC REQUIREMENTS SHALL BE OBTAINED PRIOR TO BIDDING TO DETERMINE ANY AND ALL PREMIUM TIME REQUIREMENTS WHICH SHALL BE INCLUDED IN BID, 2, ' ALL WORK INVOLVING POWER AND TELEPHONE SERVICE CHANGES SHALL BE COORDINATED WITH THE OWNER AND THE RESPECTIVE UTILITY COMPANIES, PROVIDE TEMPORARY POWER AS NECESSARY , FOR LIGHTING AND EQUIPMENT TO MAINTAIN OPERATIONS DURING A a - DEMOLITION OR MODIFICATION TO EXISTING FACILITY SYSTEMS. 3, COORDINATE THE POWER REQUIREMENTS OF MECHANICAL EQUIPMENT WITH THE DIVISION 15 CONTRACTOR AND DIVISION 15 DRAWINGS PRIOR TO BIDDING AND INSTALLATION OF ALL CIRCUITS, ALL MOTOR STARTERS, CONTROLS, ETC, UON, SHALL BE PROVIDED BY THE DIVISION 15 CONTRACTOR AND INSTALLED, CONNECTED AND WIRED BY THE DIVISION 16 CONTRACTOR, r-- f D n N ' N - O -- 0 0 0 S WP 2 06 T, r CCTV-1 O QUADRAPLEX RECEPTACLE, 20AMP/125VAC LOCATE 18" A,F.P, U,O,N, TWO RECEPTACLES UNDER ONE TWO GANG COVER PLATE, QUADRAPLEX RECEPTACLE, EACH WITH ISOLATED GROUND, 20AMP/125VAC LOCATE 18" A.F.F. U,O,N, TWO RECEPTACLES UNDER ONE TWO GANG COVER PLATE, INDICATES ISOLATED GROUND DEVICE, PROVIDE ISOLATED SEPARATE GROUNDING CONDUCTOR, IN ADDITION TO EQUIPMENT GROUNDING CONDUCTOR, SIZED PER NEC 250, 20AMP/125VAC NEMA 5-20R DUPLEX CONVEINENCE RECEPTACLE, MOUNT 18" AFF U,O,N, 5 DUPLEX CONVENIENCE RECEPTACLE, 20AMP/125VAC NEMA 5-20R MOUNT ABOVE COUNTERS, CABINETS, OWNER FURNISHED BENCHES, ETC., AS SHOWN ON DWGS, COORDINATE WITH ARCH. DWGS, WEATHER PROOF PHOTO -ELECTRIC CELL RECESSED FLOOR MOUNTED DUPLEX RECEPTACLE, TOGGLE SWITCH, 20A,, 277/125VAC, MOUNT AT 48" AFF UON. LOWER CASE LETTER INDICATES CIRCUIT OR LIGHTING FIXTURES CONTROLLED, 277/125VAC 20AMP 2 POLE TOGGLE SWITCH - MOUNT AT 48" A.F.F. U,O,N, THREE WAY WALL TOGGLE SWITCH, 20A,, 277/125VAC, MOUNT AT 48" AFF UON FOUR WAY WALL TOGGLE SWITCH, 20A, 277/125VAC, MOUNT AT 48" AFF U,O,N, SOUND SYSTEM VOLUME CONTROL 125/277VI 20A, KEY SWITCH. MOUNT 48" A,P,P, U,O,N. 125/277VAC 20AMP TOGGLE SWITCH WITH PILOT LIGHT, MOUNT 48" AFF UON, HAAVY DUTY NON -FUSED DISCONNECT SWITCH, 1130" INDICATES SWITCH SIZE, 3 POLE U.O,N, NF=NON-FUSED, HEAVY DUTY FUSED DISCONNECT SWITCH, 11301' INDICATES SWITCH SIZE, 1120" INDICATES FUSING, 3 POLE U,O,N. ASTERISK INDICATES TO SIZE FUSES ACCORDING TO EQUIPMENT MANUFACTURERS RECOMMENDATIONS, LIGHTING F LAMPS."'"`, MARK DESCRIPTION DIFFUSER MOUNTING [VOLT. MANUFACTURER REMARKS Q BY QUAN, WATTS TYPE A ELEVATOR PIT FIXTURE 2 9W CFL POLYCARBONATE WALL BRACKET 120 DAYBRITE MOUNT IN ELAVATOR PIT COORDINATE, EXACT CANLET, HUBBELL, LITHONIA #IFW-209-PW LOCATION WITH ELEVATOR SYSTEM INSTALLER B 2' x 4' FLUORESCENT PARABOLIC 2 F032 T8 SEMI-SPECULAR DAYBRITE TROFFER 3500 KELVIN 16 CELLS PARABOLIC GRID RECESS 277 #2P3GC232-28SL-EB-277 PROVIDE ELECTRONIC BALLAST LITHONIA COLUMBIA , , METALUX C 2' x 4' FLUORESCENT TROFFER 3 F032 T8 ACRYLIC LENS GRID RECESS 277 DAYBRITE PROVIDE (2) ELECTRONIC BALLASTS 3500 KELVIN #2DGA332FSO1-277-1/2-1EB SIZED FOR (1) AND (2) LAMPS AS DIRECTED LITHONIA, COLUMBIA METALUX D 2' x 4' FLUORESCENT TROFFER 2 F032 T8 ACRYLIC LENS GRID RECESS 277 DAYBRITE PROVIDE ELECTRONIC BALLAST 3500 KELVIN #2DGA232FS01-277-EB PROVIDE RETURN AIR FUNCTION LITHONIA, COLUMBIA, METALUX E EXIT SIGN LED N/A N/A N/A UNIVERSAL 277 EMERGI-LITE DOUBLE OR SINGLE FACE AS INDICATED PRESCOLITE,' LITHONIA, SURELITES LEDP(1) OR (2)R PROVIDE DIRECTIONAL ARROWS AS INDICATED F EDGE LIT EXIT SIGN 2 8W T-5 ACRYLIC EDGELIT CEILING MOUNT 277 EMERGI-LITE #X42RW PROVIDE DIRECTIONAL ARROWS AS INDICATED PRESCOLITE, ALKO, LITHONIA, SURELITES G RECESSED FLUORESCENT 2 18W CFL CLEAR ALZAK RECESS 277 PEACHTREE HALO PRESCOLITE #PPF-8218-C-EB 4'-011 STRIP FLUORESCENT OR H 3-0 STRIP FLUORESCENT AS 2 F032 Tg TUBE SURFACE OR 277 DAYBRITE PROVIDE ELECTRONIC BALLAST, PROVIDE LENGTH 0 INDICATED 3500 KELVIN GUARDS CHAIN MOUNTED #T-232-EB ? FIXTURE AS"INDICATED ON DRAWINGS LITHONIA, COLUMBIA, METALUX K RECESSED COMPACT 2 26W CFL CLEAR RECESS 277 PEACHTREE PROVIDE HANGER BARS FLUORESCENT ALZAK #PPP-8226-C--EB PROVIDE ELECTRONIC BALLAST PRESCOLITE, HALO L 2' x 4' FLUORESCENT PARABOLIC 3 F032 T8 SEMI-SPECULAR 277 DAYBRITE TROFFER 3500 KELVIN 18 CELL PARABOLIC GRID RECESS #2P53GC332-36SL-EB-277 PROVIDE ELECTRONIC BALLAST LITHONIA COLUMBIA METALUX M WALL BRACKET H.I.D. 1 40pW M.H. N/A WALL BRACKET MOUNT 277 STERNER SUPPORT TO STRUCTURAL BEAM AS INDICATED AT 33 -8 A.F,F. #PD-38600-00 PROVIDE QUARTZ RESTRIKE I PROVIDE CANOPY KIT & WHITE PENDANT KIT ELLIPTIPAR INSIGHT SPI ' ' N PENDANT MOUNT FLUORESCENT 4 F25 T8 PARABOLIC STEM MOUNT 7'-6' 277 PRUDENTIAL A 3500.KELVIN AFF TO BOTTOM #P25-2-06-XCTE-M2 77V-AL .FIXTURE SHALL BE 6'-0" LONG WITH 4 LAMPS EACH ICE LINEAR LITE CONTROL ' ' P WALL BRACKET 2 T8 WALL BRACKET DAYBRITE STAIRWELL FLUORESCENT P032 3500 KELVIN ACRYLIC AT 96" AFF TO BOTTOM 277 #WB232-CP-EB-277V PROVIDE ELECTRONIC BALLAST NU-LITE LITHONIA METALUX Q PENDANT MOUNT RLD. 1 175W M.H. ACRYLIC PENDANT MOUNT 13, AFF TO BOTTOM 277 DAYBRITE #LW-17-MH-27-AC12 PROVIDE 3/4" CONDUIT PENDANT, PROVIDE SWIVEL BALL ALIGNER GENERAL ELECTRIC, LITHONIA, LUMARK PROVIDE QUARTZ RESTRIKE FOR NL UNITS S WALL MOUNT H.LD, 1 25OW M.H. POLYCARBONATE 15'-0" AFG 277 DAYBRITE GLASS TO BOTTOM #WLL-25-MH-27 GENERAL ELECTRIC, LITHONI, LUMARK T H.LD. DOWNLIGHT 1 175W M.H. CLEAR ALZAK RECESS 277 PEACHTREE #PMH-10-175-C-QRS PROVIDE WITH QUARTZ RESTRIKE KIRLIN, PRESCOLITE, LITHONIA, HALO U 2'-O" WALL BRACKET 2 F20 CW/SS ACRYLIC WALL BRACKET 277 DAYBRITE FLUORESCENT LENSE ABOVE MIRROR #C5220-W MOUNT ABOVE MIRROR LITHONIA, NU -LIGHT, METALUX V RECESSED FLUOR, WALL WASH 2 26W CFL CLEAR RECESS 277 PEACHTREE ALZAK #PSL-8226-55-C-EB HALO, PRESCOLITE W 4'-0" WALL BRACKET 1 F032 T8 ACRYLIC WALL BRACKET DAYBRITE FLUORESCENT 3500 KELVIN LENSE ABOVE MIRROR 277 #CB-132-W-EB MOUNT ABOVE MIRROR, FIELD COORDINATE LITHONIA, NU -LIGHT, METALUX X RECESSED H.I.D. 1 10OW M.H. CLEAR ALZAK RECESS 277 PEACHTREE #PMH-7100-POCL7100-277V RECESS MOUNT IN SOFFIT PRESCOLITE, HALO Y RECESSED H,I,D, 1 11 M.H. CLEAR ALZAK RECESS 277 PEACHTREE #PMH-10-175-C-277V RECESS MOUNT IN SOFFIT PRESCOLITE HALO Z HIGH MAST APRON OW TEMPERED POLE TOP 48 STERNER #8 - FMS1000-480- -1111"PROVIDE POLE, MOUNT G RING AND MOTORIZED G S� TE T37, (5) F T E 0 EE 1F GENERAL ELECTRIC, McGRAW-EDI50N AA NOT USED B nl U r , G S ABOV MCPHILBEN # 100/SQ-277V MOUNT DIRECTLY ABOVE DOORWAY QUALITY LIGHTING, GUTH, McGRAW-EDISON m� : Z O 0 w i i 0 Z , L1 Q w Q cV N 0 d m2 do Q u) N O o ro 1 / a t m w _® W rn O1 E c ® O !� O 0) U '( .j m V ro c . w u- O Q ro ro O ¢ �=• .-. W cf: a w z° Tm� U U I� V) CC a w U) U) ZD V m 0 N L() m C o GTE: ►` a _J aZ) COMBINATION MAGNETIC MOTOR STARTER AND FUSED DISCONNECT SWITCH, SIZED 1, ALL RECESSED 2' X 4' TROFFER LIGHTING FIXTURES SHALL HAVE RETURN AIR FUNCTION. CO c. FOR MOTOR LOAD, DEVICE FURNISHED BY DIVISION 15 CONTRACTOR, INSTALLED AND 2. ALL LIGHTING FIXTURES LISTED IN THE "EQUAL BY" COLUMN MUST MEET OR EXCEED THE SPECIFIED Q r� �d L ELECTRICALLY CONNECTED BY DIVISION 16 CONTRACTOR UON, FIXTURES IN ALL ASPECTS AND FUNCTIONAL CHARACTERISTICS, �- W ~ I 10`� W B R E "Vff w PANELBOARD - 480/277 VOLT,- 3 PHASE, 3 WIRE/4 WIRE AS SCHEDULED (APPLIES TO ALL ELECTRICAL SHEETS) w ' A AMPERES LC LIGHTING CONTACTOR DRY TYPE TRANSFORMER, A/C AIR CONDITIONING LTG LIGHTING AC ALTERNATING CURRENT MCM THOUSANDS OF CIRCULAR MILS U JUNCTION BOX WITH BLANK COVERAFF ABOVE FINISHED FLOOR MDP MAIN DISTRIBUTION PANEL, SIZED PER NEC REQUIREMENTS AFG ABOVE FINISHED GRADE M.H. METAL HALIDE TELEPHONE/COMMUNICATIONS WALL OUTLET, LOCATE 18 INCHES ABOVE FINISHED FLOOR U,O,N. • NAHU AIR HANDLING UNIT N NEUTRAL INSTALL (1) 1" ATS AUTOMATIC TRANSFER SWITCH /A NOT APPLICABLE cc CONDUIT TO ABOVE ACCESSIBLE CEILING SPACE AND TERMINATE WITH PLASTIC BUSHING. N.C.NORMALLY CLOSED Q INSTALL PULL WIRE, CASEWORK AND MILLWORK MOUNTED TELEPHONE/COMMUNICATIONS OUTLETS AWG AMERICAN WIRE GAUGE SHALL BE EXTENDED BACK TO THE MAIN TTB WITH 1" CONDUIT LOCATED IN ROOM #128. INSTALL ARCH ARCHITECTURAL NEC NATIONAL ELECTRICAL CODE PULL WIRE & IDENTIFY ALL CONDUIT TERMINATION POINTS, BFF BELOW FINISHED FLOOR NF NON -FUSED BFG BELOW FINISHED GRADE NEMA NATIONAL ELECTRICAL RECESSED FLOOR MOUNTED TELEPHONE/COMMUNICATIONS OUTLET, C CONDUIT MANUFACTURERS' ASSOCIATIONCH COUNTER HEIGHT NFPA NATIONAL FIRE PROTECTION ASSOCIATION CFL COMPACT FLUORESCENT LIGHT N,I,C, NOT IN CONTRACTNL NIGHT LIGHT INTERIOR PUBLIC ADDRESS/FIRE ALARM SYSTEM SPEAKER, CEILING MOUNTED AS REQUIRED, CCTV CLOSED CIRCUIT TELEVISION No. NUMBER w CONC CONCRETE O.C. ON CENTER COND CONDUIT OH• OVERHEAD .� WALL BRACKET WEATHERPROOF PUBLIC ADDRESS/FIRE ALARM SYSTEM SPEAKER STRUCTURE MOUNTED, CONT CONTINUED OR CONTINUATION OHC OVERHEAD CONDUIT. COMM COMMUNICATIONS PC PHOTO -ELECTRIC CELL 0 U> CT CURRENT TRANSFORMER PNL PANELBOARD PUBLIC ADDRESS SYSTEM MICROPHONE, NUMBER INDICATES NUMBER OF SPEAKERS ZONES WHICH CU COPPER PVC POLYVINA CHLORIDE MICROPHONE CONTROLS, DISC DISCONNECT RCPT RECEPTACLE EDH ELECTRIC DUCT HEATER RM ROOM ELEC ELECTRICAL RCC ROVER CONTROL CENTER GROUND ROD, COPPER CLAD, 20 FEET LONG x 3/4" DIAMETER EM EMERGENCY RSC GALVANIZED RIGID STEEL CONDUITcc . EMT ELECTRICAL METALLIC TUBING RTI REMOTE TROUBLE INDICATOR EWC ELECTRIC WATER COOLER SA SURGE ARRESTOR ® 0 CLOSED CIRCUIT TELEVISION CAMERA. NUMBER INDICATES CAMERA IDENTIFICATION, EX EXISTING SN SOLID NEUTRAL EXT EXTERIOR SPEC SPECIFICATION FA FIRE ALARM SQ SQUARE a INDICATES MOTOR CONNECTION WITH WEATHERPROOF FLEXIBLE METALLIC CONDUIT PIS -FEDERAL INSPECTION STATION SS SURGE SUPPRESSOR 06 FIXT FIXTURE SW SWITCH FL FLUORESCENT SWBD SWITCHBOARD ANNUNCIATED DOOR CONTACT ALARM SYSTEM, DOOR ANNUNCIATOR SYSTEM DEVICES PROVIDED UNDER DIVISION 8 FPL FLORIDA POWER AND LIGHT TP TAMPER PROOF AND INSTALLED, WIRED, AND CONNECTED BY DIVISION 16 CONTRACTOR, SEE DOOR ANNUNCIATION SYSTEM DETAILS FAAP FIRE ALARM ANNUNCIATOR PANEL TS TAMPER SWITCH TSP TWISTED SHIELDED PAIR ® 0 cr (,� ON DWG E-11. FACP FIRE ALARM CONTROL PANEL TTB TELEPHONE TERMINAL BOARD _j B G GROUND TYP TYPICAL LL 00 FLUSH GRADE MOUNTED AIRCRAFT GROUNDING RECEPTACLE, GF GROUND FAULT UC UNDER COUNTER z _j GPI GROUND FAULT CIRCUIT INTERRUPTER UG UNDERGROUND < /� UJ GND GROUND U,O,N. UNLESS OTHERWISE NOTED cc HID HIGH INTENSITY DISCHARGE UPS UNINTERRUPTABLE POWER SYSTEM �- H HOT V VOLTS z HVAC HEATING, VENTILATION, AIR CONDITIONING VAV VARIABLE AIR VOLUMNEIG ISOLATED (11 JB JUNCTION BOX GROUND W VV BLE VOLUMNE WIRE (� KAIC (THOUSAND) AMPERE INTERRUPTING CAPACITY WP WEATHERPROOF Kcmil THOUSANDS OF CIRCULAR MILS XFRMR TRANSFORMER KVA KILOVOLT -AMPERES ZAM ZONE ADDRESSABLE MODULE KW KILOWATT ,, 4, COORDINATE THE INSTALLATION OF CCTV, PUBLIC ADDRESS, DOOR ANNUNCIATOR ALARM AND SIMILAR SYSTEMS WITH THE ARCHITECTURAL MILLWORK DETAILS, 5, DO NOT PENETRATE ANY EXISTING OR NEW STRUCTURAL ELEMENTS. ALL PENETRATIONS THROUGH FIRE -RATED WALLS SHALL BE SEALED WITH U,L, LISTED FIRE -STOP SEALANT IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS AND THE U,L, ASSEMBLY LISTING, D, GREEN 6, ALL PRIMARY POWER CONDUIT REQUIREMENTS, TELEPHONE SERVICE ENTRANCE , CONDUIT LOCATIONS AND ACTUAL FINAL LOCATION OF PAD MOUNTED UTILITY DRAWN BY TRANSFORMER SHALL BE COORDINATED WITH THE RESPECTIVE UTILITY M, SMITH COMPANIES PRIOR TO BIDDING AND INSTALLATION, (HF(K.Fr) RV PANELBOARD - 208/120 VOLT, 3 PHASE, 4 WIRE AS SCHEDULED, 2000 WATT PHOTOCELL (PC-1), MOUNT 2 3/41I - COVER MANUAL OVERIDE }i LIGHTING CONTACTOR LC-2 I 12 ABOVE HIGHEST POINT OF ROOF 3/4" DIA. — CADWELD #B-165 AIRCRAFT GROUNDING RECEPTACLE SWITCH, PROVIDE " C AMP -D OLE#89 NEMA 1 120V FINISH GRADE r BALL NAMEPLATE INDICATING FACING NORTH ON 3/4 RSC CONDUIT. COIL, SQ-D #8903-LG-80-120V � 'EXTERIOR LIGHTING PC OR EQUAL, MOUNT IN ROOM. 109 �— ---� OVERIDE SWITCH' a a a a a �_ MOUNT IN HALLWAY #115, E EXISTING CONCRETE APRON LPC-4 LP1-9 LP1-13 LP1,-32 LPC-5 LP1-16 LP1-18 #1/0 AWG CU CABLE a a IN TRENCH TO NEXT —CADWELD CONNECTION TO GROUNDING H N H N H N H N H N H N H N d- a RECEPTACLE. (TYPI a CONDUCTOR, (TYP.) I I I !! I H z ❑9 I0-L iiVIV I I�HIi I VIA �flHLl I- I\vVIL, HINL/ 11V.J 1 /-1L.L_ h VviVvII tr 1 rev -,L - "I-, i `i,\ U �7KCCN NOTE, THE PAD MOUNTED TRANSFORMER AND EMERGENCY GENERATOR, PAD SHALL BE CONSTRUCTED PER THE EXPLICIT REQUIREMENTS OF FLORIDA POWER DRAWN BY SEE DRAWINGS C-2 AND C-3 FOR ADDITIONAL ELECTRICAL DEMOLITION AND LIGHT COMPANY PLUS THE ADDITIONAL SIZE OF THE TRANSFORMER, M, +SMITH A AND RELOCATION REQUIREMENTS. CHECKED BY 16-3 CONNECT CIRCUIT 0 OV �20AM�PW�.PD`UPLE��TACLE CA IN M, SNIDER POLE F POI LOWERING RING TOR, Q CAD CODE • 16-4 RECONNECT EXISTING GATE OPERATOR' AND .PEDESTRIAN GATE OPERATOR 3652,01\E-02 WITH NEW CIRCUIT, FIELD COORDINATE THE EXACT EXISTING LOCATION F PROJECT NO. AND WIRING REQUIREMENTS, MATCH EXISTING CONDUCTOR SIZE EXACT, 3652,01co ,. DRAWING NO. o SHEET 70 OF 84 , SUPPRESSOR PANEL IHGP ❑ (ABOVE) TF-GP ABOVE Q SWBD PANEL P1 WP MDP 3 WP rn GFI GFI ¢ WP,=--- s AIN D1ST. #1 DIST#2 1 CV P WP I P-2 P a < ILL SHUNT TRI MDP P OPERATOR 6 - EEO 11 OMDP- (� 5 16- PL T 0 1 3 0 +24"AFF PP1A-- 6 �1 20 -_ ---- _Nit t -- —1 co PP1A - 4 P 2 �. N a _�_4 +2411AFF 4 20 16-1 INSTALL A SEPARATE NEUTRAL CONDUCTOR AND A SEPARATE ISOLATED GROUNDING ft - w `� 35 2 p CONDUCTOR IN ADDITION TO AN EQUIPMENT GROUNDING CONDUCTOR FOR EACH ¢ o a PP1 J PP1A J K IGNITION CIRCUIT CIRCUIT. ISOLATED GROUNDING CONDUCTOR SHALL BE CONNECTED TO THE ISOLATED fr 0 O o o ro -42 E�-9 3' _Qo-CONNECT TO CIRC, PUMP GROUND LUG ON DEVICE. EQUIPMENT GROUNDING CONDUCTOR SHALL CONNECT TO U m O < O� PP1 J !I� 0 1 p a ._ DP A GROUNDING LUG LOCATED ON THE DEVICE OUTLET BOX, w � Q w o W P F 1� 1114 -�. rs z GFI I CH INCH GP1 (� �- uw aU ! GFI GFI p 3 g 16-2 PROVIDE, LIQUID TIGHT FLEXIBLE METALLIC CONDUIT CONNECTION TO BAGGAGE z z r 1 I-�I J ? CLAIM CONTROL PANEL PROVIDED AND INSTALLED BY OTHERS, FIELD COORDINATE can � w 16-3 THE EXACT LOCATION AND REQUIREM'ENTS PR-IOR TO INSTALLATION OF CIRCUIT, uj � 0 J N N WP O BAGGAGE CLAIM CONVEYER CO PO'. YST�M SHALL BE PROVIDED AND r` _j H P C T' HIS CONT UJ GFI ,R H U) s p �- ��-4--5 7 (liP GFI I! 114A P PPIJIP-P-P1A fi', 9 16-3 PROVIDE LIQUID TIGHT FLEXIBLE METALLIC CONDUIT CONNECTION TO ELEVATOR40 V N ®� �I; P EQUIPMENT, FIELD COORDINATE EXACT TERMINATION LOCATION, I--- �F-g �" W LP1 —_ � 1�1 .-. 10 2 1 3 5 __ 16Lu _q i� 16-4 EXTEND (1) 3/411 COMMUNICATIONS CONDUIT TO T,T.B. FROM ELEVATOR SHAFT. PATCH i WP p -� _ ALL PENETRATIONS. FIELD COORDINATE THE EXACT TERMINATION LOCATION AND - w W WP 3 133 OUTLET LOCATION WITH ELEVATOR SYSTEM INSTALLER, CC ! GFI - 12 8 PP1 ! 00 ! TT OCATE _ 0 Pf�1 . _ 7 rl� �_ !? 10 g �' 13E�VAF I 1��s by WP ,� P 16-5 INSTAL E M E CAL OR IPMENT PROVIDE FLE _ o,6 P METALLIC CONDUIT CONNECTION TO ESCALATOR MOTOR, FIELD COORDINATE THE WP WP o Will-WP = > WP �; G --- .------- -=GFI -z _ ------_� ------ F - - F----------- z- I - ----- - �, � n 16-5 EXACT LOCATION. -- _ — %a Gr-I EF-1 6---- LP1 6 u - - Ts ❑ ❑ P OG - I= 0 GF �� I 10-6 TO ELEVATOR PIT LIGHTING FIXTURE, SEE DRAWING E-4. ..... .::. .. - .:. :: : -- J PP1 �� P 6 GF ❑ 1� 31 ! IG G I .-. �-, 4 IG TF 1 4 C L- H 11 5 _ IG A _ al SG IG 8 PP1 21 21 19 I ❑ P MID 1671 11O P,P1 IP 16-7 EXTERIOR LIGHTING MANUAL OVERRIDE SWITCH. Lo,' !� UPS �I IG R 109 PP1A 19 1 17 I�_ F. E 3 E-3 3 6Q W h MOUNT 60"AFF, PROVIDE IDENTIFICATION ®I 0 � I IG s! s PP1 ;;, � �E-2 � � � !G 1 IG IG IG 4 II 4 O � LABEL FOR SWITCH DIRECTLY ABOVE, PROVIDE 5 1 1 0 11 16 E-2 E-14 TAMPER PROOF COVER, 3� UPS 10 1 UPS �1t-iu-1 ® 6011 I; ® 0 CCTV !C H d J 15 16 - 8; 'I 1 '1 # 10 �I CFI \ C�°I O 1O� IPP1 PP1 0 23 P 16-8 FIELD COORDINATE THE EXACT FINAL I(- _ IG ®ii® ) 16i-1 it r 1110 8 24 11 2 ' PP1 LOCATION OF X-RAY EQUIPMENT PRIOR TO U.G. �- IG IG 1 - P3 HVAC �, �, A 3 s O IG IG IG 18 4 / P� i� 2 16-7 ROUGH -IN, �A­ 15v V L �= F TVAV= - -- -- - GP1 111U.G. TO T.T.B. P - H�A C - - - - �I 2 0 p 1 O 6 iT - P22 L�.. 11 M 6 M 6 M 6 0 M 6 ❑M 6 s M TYPICAL STATION M 6 r❑M 6 l,z" I i ' STAIR 2 I -� it H ill it T r I I III m �V C =snT- - -- 9 7 -IG 12 PP1 - SIG _IG __ ° Q IG _ IG �_� IG - IG I°IG _ I T IG--I --- - - Q s P _, - _ r IG IG � I _ ., IG IG ,.; IG ,I will-.:- o ' GFI'! WP Ts WP l �I SERVICE I CORRIDOR WP F E W C I I G � 18, I,I GFI - -- --- -- ---VAV�1-- -- - I-- 4 11 °` HVAC 18 _ r 12 8 6 P r VAV HVAC 1 22 z TFI 9 J 8 16'�uJ f J VAV-7HVAC I 10 G 4 J VAVIIOHVAC r9�"°HG I I 0 _—J 0 s 1 HVAC - — - - - - - - - - �- - - -- - - - - �� -- VAV-11 uj LLd, -- J T J - - - - - w -------- Icc z 0. VAV-6 � S 1 � S `fr �p HVAC-------------------�_�-RECEPTACL�S,-GO lvtMtJ�tICATIONS; A,iVfl-MIGI�Of�1�QN�-- J 3 � � AV-;5 i 1 OUTLETS SHALL BE MOUNTED ABOVE COUNTER HEIGHT, 6 HVAC . J J TYPICAL FOR 0 STATIONS AT TICKET COUNTERS, 2' GP1 8 'P VA -12 COMMUNICATIONS OUTLET CONDUITS FOR TICKETING ;4 O O � ® CL COUNTERS SHALL BE INSTALLED U.G. TO ROOM #128, 16-1 ! 1 I Ir P ,� B SEE DETAIL #1 THIS SHEET (TOT IL OF 36 CONDUITS). i HVAC ! ! u- i z IR ! O GP1 P�1 II GPI1 24 122 20 19 9 F it CL 55ET1 ! Ts Fs---------T------------ _-----22-- J ----------- J -- ; ---- --------I ---- ----� , r� CL05ET P li'I ( PROVIP ,, E CONNECTION TO' POWER Ld -T= I ACTUATED DOOR SYSTEM. FIELD III COORDII�lATE EXACT TERMINATION II ! POINT LL CONDUITS AND CONNEC ONS II IF 55HAh4 BE CONCEALED. �F -I 1 - - - !{- - -- - -T-- --r-- - ���- - - - --i --- - - -I----�1-Z --- ---T IT-- - - - ---, STAIR 6 I I -- L , — — — — ! —SIC--L—] -11T--j r —Lr- IIF- I �- I I i F _ _ l 1 I I I' f! I I I /fiTn u n i nikr-i r-n I'NII II 1 II II 1 1111 1 1 1 I \ 1111 ifG I 11111 1/'-, A 111111 / 110-1 I RUU I C CIRCUIT THROUGH LC-2; SEE DETAIL C AM V 20 30 2 20 3 30 PP2A PP2A 8110 WH-204' ' USC. F F i 11^ 0 -- ---- N Eii+l---- - - - -- -- --� SEC®N 1/811 e 11_011 i r f 1w C 3 2 , 1 CD E E. z 0 • W 0 Lu 0 Q P ' W Im 0 N N a a L , D E o Nto CC�o C N r�+�+ W U / L� - CL _ a E I,— O o Q O o O go. �j W O W u- a L11 J WLL n ui Cc ¢ Z +. i T N m VljjI—. z Z C 0- E r �/✓ m J U a � d - - MN L/-�W VI ro C O L a� co W E w � U � 0 m NI W N I'l �Trm C P P BELOW IN STAIRWELL Q P CEILING P GENERAL 'NOS 1, LIGHTING IN SECOND FLOOR OPEN TERMINAL TO BE PROVIDED PER FUTURE TENANT REQUIREMENTS, p P : g � O ® rI� LL - CL 0 Cc P P L r T'-() p, - - P P co � Fr � E� IF I r WI I /ELL P p DATE -- I� 1-27-95 ' DESIGNED BY I m � - D. GREEN :1 t 9 II �� NFE] ME ME m MR 0 I I., Vk .L I I 11 ,J RED & GR D LAMP BAGGAGE DOORS. S2B J l i -1 I j A A 1278 ;� G S4 __ S3 4 I—•—•— _ _ S61. MINOR I QP 105 - 115A =1=1=��� T� BAGGAGE �eP DOORS RED LED �eP� w -- -- - I I � — 101C _- Q --- S6 I--_ ----- -� a - CLOSED s2B - -..... - GREE G6A L---- LED Fl st FLOOR �eA 12nd FLOOR _ HUZLER C14B C15B ' ALARM BUZZER SILENCE C12A � C11A C10A C12B . o FC-1 _0 -51 z W C11B C12C , C, OC C12D Q C11C C9A Li C4A N C5A C6A C1A • C3A C2A Q a C1B _ 00 o It m o cc 1 cx INTERNATIONAL DEPA UFO BUILDING DOOR ANNUNCIATOR PANEL Z) � 0 E o. � CONCOURSE U- o Q L-¢�T� OLLy w d ryM� ~ T T owe 11111111111!!IlllllllIllilljll i V 'Z Z U) U a RED LETTERS ON WHITE BACKGROUND Z� .m m a ; TYPICAL 24V 30,5mm SQUARE BEZEL MAINTAINED LIGHTED W � � � � ro PUSH BUTTON, LIGHT SHALL NORMALLY BE RED WHEN DOOR IS ALARMED, WHEN BUTTON IS PUSHED ANNUNCIATOR PANEL DETAIL • Lo coo ro t r- IT SHALL TURN GREEN AND BE MAINTAINED THUS - -- ------- DISARMING THE DOOR ALARM, SWITCHES SHALL BE N•T.S, ARRAYED WITH THE CORRESPONDING DOOR NUMBER DIRECTLY BELOW OR ON THE CONTROL SWITCH, (TYP,) J BUTTONS INDICATED AS SPARE SHALL INCLUDE THE COMPLETE ASSEMBLY WITHOUT A ROOM NUMBER, n 5 `q 1) it DOOR ALARM DETAIL 0 DOOR ALARM DETAIL N,T,S, _ — -- N.T,S, NOTES: NOTES; DATE 1. 120V BRANCH CIRCUIT POWER FOR DOOR ALAR 0 HE FIRST 1. 120V BRANCH CIRCUIT POWER FOR DOOR ALARMSON THE FIRST 1-27-95 FLOOR SHALL COME FROM PANEL PP1A CIRCUI #13, UTE (3) #10AWG 3/411C FLOOR SHALL COME FROM PANEL PP1A CIRCUIT #11. ROUTE TO EACH ON THE FIRST FLO (3) #10AWG 3/411C TO EACH ON THE FIRST FLOOR, DESIGNED BY 2, ALL WIRING SHALL BE INSTALLED IN CONDUIT• 3/4" MIN. SIZE, �- ': ' D, GREEN A 2• ALL WIRING SHALL BE INSTALLED IN CONDUIT. 3/41' MIN. SIZE• 3, DEVICES SHALL BE PROVIDED UNDER DIVISION 8 AND COMPLETELY WIRED AND CONNECTED • DRAWN BY DIVISION 16 CONTRACTOR. 3, DEVICES SHALL BE PROVIDED.UNDER bIVISION 8 AND COMPLETELY SMITH INSTALLED, WIRED AND CONNECTED BY DIVISION 16 CONTRACTOR, 4, SEEP Y T S PLA F F V S CHECKED BY 4; SEE POWER AND SYSTEMS PLANS FOR LOCATION OF ® DEVICES. M, SNIDER. 5, CONTRACTOR SHALL COORDINATE EACH ANNUNCIATED DOOR'S FINAL WIRING REQUIREMENT WITH THE DOOR HARDWARE SUPPLIER AND THE ANNUNCIATOR 5• UPON ACTIVATION OF THE FIRE ALARM SYSTEM THE DOOR MAGNETIC . CAD CODE PANEL PRIOR TO INSTALLING ANY WIRING OR CONDUITS, SWITCHES SHALL BE RELEASED, THE ALARM SYSTEM SHALL RE T -R 0 TIO _ Q 3652;01�E-11 co o 6:. CONTRACTOR SHALL COORDINATE EACH ANNUNCIATED DOOR'S FINAL WIRING PROJECT "NO. } 0 REQUIREMENT WITH THE DOOR HARDWARE SUPPLIER AND THE ANNUNCIATOR 3652,01 , PANEL PRIOR TO INSTALLING ANY WIRING OR CONDUITS, rn DRAWING NO. L 11 .. H SHEET S 7 9 OF 84. FIV 5 ELEVATOR #2 ELEVATOR #1 MOUNT METER ON 8"x8"x10'-0" CONCRETE PEDESTAL. (2) 411 `UG PRIMARY SCHEDULE 80 PVC CONDUITS, SEE DWG, E-2 m MOUNT BASE OF PEDESTAL 4'-0" B,F,G, MOUNT FOR ROUTING, - INSTALL PULL WIRE IN ALL EMPTY CONDUITS METER ON PEDESTAL PER FPL SPECIFICATIONS, 1 SEE DWG, E-2 FOR LOCATION OF METER FPL "PAD MOUNTED TRANSFORMER FIELD COORDINATE THE EXACT LOCATION PRIOR TO BIDDING, CONTRACTOR SHALL PROVIDE CONCRETE PAD "FOR TRANSFORMER PER THE SPECIFICATIONS OF FPL, PAD SHALL BE POWER METER 11 SIZED FOR TRANSFORMER PAD AND GENERATOR, 277/480V 30 4W SURGE 2 3 W.P.SHUNT TRIP OPERATOR SUPPRESSION DEVICE p TAP -PER NEC > POWER LOGIC PP1-34 POWER MONITORING DEVICE, SQUARED 3000 ST 12oV SHUNT TRIP #CM2150 3 GROUND eus 0 ELEVATOR EMERGENCY POWER PFP PHASE FAILURE PROTECTION BOND HUTDOWN SYSTEM, SEE GFP GROUND FAULT PROTECTION NEUTRAL BUS �z HUTDOWN DETAIL THIS SHEET, Lu o ww Q ® 5 © ® 10 11 0 13 14 15 16 17 18 19 ® ® ® `o > 20 60 1 60 1 400 \ 30 1 70 1 70 \ 335 1 3 \ 13 1 130 \ 130 \ \ 130 150 150 150 1 150 100 w rn 0 l J l J l J J J J l 30 J 30 J Q cV ARE SPARE o 0 0 0 CIRCUITS #24-440 MEW offloommi ARE SPACE ONLY, 7 7 5 8 7 7 8 8 10 10 10 18 18 10 10 10 10 10 15 6 LIGHTING PANEL PANEL PANEL CONTACTOR LC-2 10 '� cc Q �t 0) 3 60 3 60 HVAC LP1 LP2 3 60 3 60 3 200 200 200 200 PANEL LPC 1' > � 35 35 6 150 3 150 3 150 3 150 (n ' w J - a T 7 7 5 8 7 7 10 t277/480V 30 4W 10OKW � 0 O ® o PANEL STAND-BY GENERATOR w m " ' 8 S LPA 18 18 10 10 10 10 WITH FUEL & EXHAUST 16 W w O M M M M M M ASSEMBLY, PROVIDE 120V w s 7 7 PANEL HGP CIRCUITS AND INTER- 8 -� z ` CWP CWP CHILLER AHU-1 AHU-3 AHU-4 M M M M M M CONNECTING ATS WIRING FOR TF-PC W (� z : z CC �, v P-1 TF-1 TF-2 GENERATOR W � J (STANDBY) Q 480V/120-208V 3m 4W 45KVA 480V/120-208V 3m 4W 45KVA ESCALATOR #1 ESCALATOR #2 JETWAY JETWAY JETWAY JETWAY 277/S 8OV 3m 4W 480V/120-208V O m � 12 12 150AMP AUTOMATIC 30 4W 30KVA NV w EDH-1 20�CW EDH,2 20KW 10 17 S/ 10 17 /S TRANSFER SWITCH 12 ATS 16 (� co — / S — 14 g #1 15 J FUSED DISCONNECT SWTICH (TYP,� - PANEL PANEL - PANEL PANEL TF-Ap _ t _..,_. METALLIC ___ ___..,_ 1i fr mum WIDE & CONDUIT SCHEDULE WIRE ITEM# CONDUIT. PHASE NEUTRAL GROUND O #12 AWG PULL WIRE 2'-4" SCHEDULE 80 DUCTS PRIMAR CABLES BY OTHERS O #500MCM #500MCM 411 8 SETS 8 SETS 8 SETS O#12 #12 #12 3/4" O#10 -- #10 3/4" O #600 MCM #3 4" O#6 -- #6 1" O#4 -- #6 1 1/411 O#8 -- #8 1" O #350 #350 #4 4" MCM MCM 10 #1/0 #1/0 #6 211 0— -- -- 1 1/4" RSC WITH PULLWIRE 12 -- -- #2 111 13 #600 #600 #3 4" MCM MCM 14 #4 #4 #6 2" 15 #3 #3 #6 2" S-- -- #3/0 1 1/4" 17 #6 #6 #6 1" 18 #8 #8 #8 1 1/4" 19 #1/0 -- #6 2" At-u ' 4 ryry U m 1ST FLOOR TICKETING 6 ZONE MICROPHONES, MOUNT AT EACH TICKETING WORK STATION 11 '` I D CONDUCTORS 3/4 CONDUIT AN CIRCUIT S 1 FOR CAMERAS #9 14 3 #10AWG `3/4 C, .UP 7 ( ) WITH OUTLET (ROOM #101), T O FIRE ALARM SYSTEM, CIRCUIT UPS-15 FOR CAMERA'S #15-22 (3)#10AWG 3/4"C. <_ UPPER (4) #14AWG 3/4 C, e 120V CONCOURSE 2 6 6 6 6 6 6 6 6 6 E � J M M 120V TYPICAL (2)#18/2 TSP AM/FM ANTENNA, LOCATE IN INTERIOR CCTV CAMERA E 120V o , 2nd FLOOR `ACCESSIBLE CEILING. TYPICAL WIRING CONFIGURATION ,M FOR INTERIOR CAMERAS, CCTV L I 1''C RG-6 COAX CABLE N f #9,10,11,12113114115116117118119120121122, w SUPERVISED FIRE ALARM TRANSFER RELAY. TUNER/CASSETTE TAPE SEE DETAIL #3 THIS SHEET, P/T/ZOOM _.. o MOUNT IN JUNCTION BOX LOCATED DIRECTLY I PLAYER, LOCATE N P/T ° MUX RECEIVER ABOVE PUBLIC ADDRESS RACK. JUNCTION BOX FLOOR MOUNTED RACK `' PAN^TILT�UNIT BURLS #TC-8561 SHALL BE PAINTED RED AND PROVIDED WITH AN IDENTIFICATION LABEL, NOTE 4 1 2 3 4 5 6 7 8 9 10 L:A I CIVI) VV11'\lIVl7 iui CEILING TO NEW LOCATION OF CAMERA, AG Cc SEE DWG, E-5 FOR LOCATION, MATCH WIRE SYSTEMp /�AND CONDUIT SIZE AND TYPE EXACTLY, CCTV WIRING D' 1V1 —® NEW DOOR ANNUNCI ATION PANEL, N,T.S, O 0 0 MOUNT ON CABINET IN ANGLED, LL EXISTING FIS & 'CUSTOMS LAMINATED MILLWORK, MILLWORK SHALL W D BY THIS CONTRACTOR ANNUNCIATION PANEL CONDUCTOR MATRIX BE PROVIDE PER THE REQUIREMENTS OF THE Q (EXACT WIRING REQUIREMENTS SHALL BE COORDINATED SPECIFICATIONS, WITH APPROVED EQUIPMENT SUBMITTALS)LL (6) OVERHEAD 9" MONITORS VIDEO CONNECTION J-BOX OA RG-6 VIDEO CABLE IN 3/4" CONDUIT cr SHALL BE MOUNTED AT T ® LJL C/) CEILING HE: IN A ROW ®❑❑ O #18/2 AWG TWISTED SHIELDED PAIR IN 3/4"C (MUX SIGNAL) B AT A 4� ANGLE, MOUNT PAN/TILT CONNECTION J-BOX " I.a j --- � (2) PAIR 20 AWG TWISTED .SHIELDED PAIR (ZOOM LENSE), 3/4 C, AS HIGH AS POSSIBLE AT INSTALL 1 5/8" STEEL MOUNTING CHANNEL CCTVJB POWER CONNECTION J-BOX p n CEILING, SUPPORT TO ACROSS STRUCTURAL FRAMING TO SUPPORT (8) CONDUCTOR 20 GAUGE_ '3/4 C (PAN/TILT- MOTOR) STRUCTURE ABOVE WITH ABOVE CEILING CAMERA, CAMERA ACCESSORIES, PENDANT ZOOM CONNECTION J-50X �� _ , O (3)#10 AWG, 3/4''C, POWER WIRING, CHAIN, PROVIDE 6 BETWEEN AND JUNCTION BOXES, FIELD VERIFY MONITORS• I = 1 EXACT MOUNTING LOCATION, Ar CAMERA #5425 TYPICAL CONDUITS TO , CCTV CAMERA WITH WEATHERPROOF EXTERIOR HARD ORDSETS FOR W S FLEXIBLE C i SEQUENCER & � ', _� I � � EXISTING R•C,C, RM #131 USAGE CONTROLLER RIGID CONDUIT CAMERA EQUIPMENT, WEATHERPROOF ENCLOSURE a EXISTING 19" COLOR PLASTIC BUSHING SIGNAL/CONTROL/POWER c , EXISTING CAMERAS �— MONITOR, EXISTING AT CORDSET ENTRANCE VCR BELOW IN #1-#4 CONTROLS' „ PROVIDE FLEXIBLE CORDSETS WITH CABINET, 1 G,R,C, STRAIN RELIEF FOR USE WITH CCTV A E - CONDUIT EQUIPMENT PER WIRING DIAGRAM, � I � IMINI CORD SETS AND CONNECTIONS O WEATHERPROOF PENDANT MOUNTED CONDUIT SHALL BE RATED FOR RETURN AIR 4"x4" W.P. FLUSH MOUNT PAN%TILT UNIT JUNCTION BOX (TYPICAL), SUPPORT. PLENUM USE, r—==� � SEE CCTV SYSTEM WIRING -- -- -- -- DIAGRAM THIS SHEET ACCOUSTICAL EXISTING RCC R n 1/411 = 1'-0" E-2 E-14 , . I 4- a—, � . r u C 0 ,: 3 2L.r.1. , 1 - Y . - z CO ; .r- r� . RATING: 3000A MCB LUG LOCATION: BOTTOM A.I.C.. 501000 i r `�r R MDP sERVICE:277/480V, 3�, 4W MOUNTING. TYPE: SQ-D-QED II 3 5 I Y Y LsJ ® TD�I�[N,—IG- S_W CKT. NO. EQUIPMENT Q SERVED KVA CKT.BKR BRANCH CIRCUIT � CKT. N0. EQUIPMENT SERVED KVA CKT.BKR. BRANCH CIRCUIT POLE TRIP N GND C POLE TRIP N GNDF17 C : I ELEVATOR #2 ** 11,08 I 4 '1 A 2 ELEVATOR 1 * # 11.08 4 _oIill" 1108 11, 3 80 - T 4 - 6 1 1 /4 B C 11 8 ,0 1 3 80 4 4 4 11 / 1 -_10Fi"I I 'IIIIIIIIIIIII - 3 SPARE A 4 SPARE 3 20 8 3 20 5 PUMP P-1 7.48 4 A 6 _ PU - 1 -,- 7,48 3 60 4 - 6 1 1/4 _ C 3 60 4 - 6 11 1/4 7 i AI CHILLER 8 96,99 _' 4 _ 600 I I - 4 A o AHU-1 5,82 8 96.99 J 3 4001 600 - 3 4" 5,82 3 40 8 - 8 1" 96.99 1 600 C 5,82 8 q AHU-3 9.42 4 J A 10 AHU-4 9,42 I 4 9.42 3 70 4 - 6 1 1/4 B 9.42 3 70 4 1 - 1 6 1/4" 9.42 J 4 J I I C 9,42 4 11 EDH-1 6,66 8 _ A 12 J EDH-2 6.66 8 6,66 3 35 8 - 8 1" O 6.66 3 35 8 J - 8 1 1" 6,66 1 8 C 6,66 8 13 PANEL HVAC 30.69 1/0 A 14 PANEL LP1 33.25 1/0 30.69 3 J 150' 1/0 I 1/0 6 2" 3 1 33,25 3 150 1/0 1/0 6 2" 30,69 1/0 C t 1 33.25 1 1/0 15 PANEL LP2 25,33 1/0 A 16 ESCALATOR #1 4.15 8 25,33 1 3 150 1/0 1/0 6 2" B 1 4.15 3 40 8 8 8 1" . 25.33 1/0 C 4,15 8 17 ESCALATOR #2 4.15 8 A 16 JETWAY 30,0 1/0 I 11 4.15 3 40 8 8 1 8 11 1/4 5 I 30.0 3 150 1 1/0 1/0 6 2" 4,15 8 1 C J It 30.0 1/0 Iq JETWAY 30.0 1/0 I A 20 JETWAY 30,0 1/0 30.0 3 150' 1/0 I 1/0 6 2" B 30,0 3 1 150 1/0 1/0 1 6 2" - 30.0 1/0 C 30,0 1/0 21 JETWAY 30.0 1/0 A 22 AT5 #1 (PANEL HGP) 30,68 1/0 30.0 1 3 ,150 1/0 I 1/0 6 2" 6 13.0,68 3 150 1 1/0 1/0 6 1 2" 30,0 1/0 C 30.68 III 1/0 1 23 PANEL LPC 12.76 1 3 A - 24 SPACE 12,76 1 3 100 3 3 6 1 2" g 12,76 3 C 25 SPACE A 26 SPACE C It SECTION 2 SECTION 2 27 SPACE A_ 28 SPACE B C 11 CONNECTED LOAD (KVA) OA OB F I OC EQUIPMENT SERVED CONN. LOAD LF DF DEMAND LOAD REMARKS: AIR CONDITIONING EQUIPMENT 494.43 I 1.00 494.43 (3) SECTION SERVICE ENTRANCE HEATING NON -COI CIDEN WITH COOLING LABELED SWITCHBOARD 1 - MAIN SECTION ELEV,, ESCALATOR AYS, EMERG. LOADS 543.42 1 1.00 1 - DISTRIBUTION SECTIONS (CIRCUITS #1-24) PANELS LP1, LPC, _� 213.12 1,00 213,12 1 - DISTRIBUTION SECTION (CIRCUITS #25-40) SPARE (INCLUDED) 75.00 1,00 (SPACE ONLY) ** 120V SHUNT TRIP CIRCUIT BREAKER TOTAL 1448,37 NOTE; ALL BUSSING AND MOUNTING HARD - SPARE 75,00 (IN WARE FOR CIRCUIT BREAKER INSTALLATION SHALL BE INCLUDED IN SWITCHBOARD, 1742 AMPS RATING: 40A MCB LUG LOCATION: BOTTOM A.I.C.: 22,000 PANEL: UPS SERVICE: 120/208V, 30, 4W MOUNTING: SURFACE TYPE: SQ-D-NQOD CKT. EQUIPMENT CKT.BKR. BRANCH CIRCUIT CKT. EQUIPMENT CKT.BKR. BRANCH CIRCUIT NO. SERVED POLE, TRIP N GND I C f� � KVA � I ,- KVA �-, , ! � I IRECEPTACLES .360 1 1 J 20' 1 12 J 12 1 12 3/4" A 2 I SPARE 1 1 20 3 SPARE 1 1 20 4 5 TTB 1.00 I 1 1 20 1 12 12 12 3/411 C_ 6 ISPARE 7 SURGE SUPPRESSOR - 6 J A 8 INTERCOM 1 1,00 12 12 12 3/4" q - 3 20 6 1 6 6 J 1" 3 10 INTERCOM SYSTEM 1,00 J I t It It I 11 - 6 C 12 SPARE 13 CAMERAS '600 1 20 10 10 10 3/4° A 14 15 CAMERAS '600 1 1 J 10 I 10 I 10 3/4" 3 16 . 17 ICAMERAS .600 1 1 10 10 I 10 3/4' C Iq SPARE A 20 —21 a 22 23 C 24 I CONNECTED LOAD (KVA) OA OB OC EQUIPMENT SERVED CONN. LOAD LF DF DEMAND LOAD REMARKS: EQUIPMENT 6.54 1.00 6.34 - PROVIDE GROUND BAR & NEUTRAL BAR - PROVIDE ISOLATED GROUND BAR, BOND TO EQUIPMENT GROUND BAR WITH 1.w a #6 AWG CU, TOTAL 6.34 SPARE 24 CIRCUIT 18 AMPS RATING: 100A MCB LUG LOCATION: TOP A.I.C.: 22,000 PANEL: C�P1 SERVICE:120/208V, 30, 4W MOUNTINTG: SURFACE TYPE: SQ-D-NQOD CKT.1 NO. EQUIPMENT , SERVED KVA I CKT.BKR. BRANCH CIRCUIT O CKT. N0. EQUIPMENT SERVED I KVA CKT.BKR. BRANCH CIRCUIT I POI TRIP 1 O N I GND I C POU-11 TRIP O N GND C SPARE I - 1 I 20 - - - - A 2 RECEPTACLES (TICKETING) I ,720 I 1 20 I 12 I 12 7 12 13/41 3 - , ELEVATOR #2 CAB LIGHTS; ,300 1 20 10 10 10 13/4" 3 4 720 5++ ELEVATOR #1 CAB LIGHTS .300 1 20 10 I 10 10 13/4" C 6 .720 7 , X-RAY EQUIPMENT .500 1 20 10 10 10 13/4" A ,720 Upg 3,33 8 J I I 3 IO I .720 3,33 3 40 8 8 8 1 1/4 C 12 ,720 I 3 3.33 8 A 4 .720 15 GENSET BATT. CHARGER 1.00 1 20 8 1 8 8 J 1" B 6 j .720 17 JACKET HEATER 1,00 1 20 8 8 8 1" C �B 720 Iq FIRE RISER AIR COMP, .700 1 20 10 10 10 3/41' A 20 X-RAY MACHINE .500 10 10 10 3/41, _ 2 I SPARE 3 22 X-RAY MACHINE 500 J 10 10 _ 13/4" 23 ( _ C 24 DOOR OPERATOR A50 10 10 10 13/4" 25 A 26 SPARE 20 I I I I I I '_ 30 1 T 1 OA MLO 5 BOTTOM A.I.C.: LUG LOCATION. A. L C.. 25 000 -. PANEL:LP1 .. — T V E. 277/480V 3® `4W MOUNTING: SURFACE 'TYPE. SQ D NEHB sER Ic I I T CKT. N0. ENT EQUIPMENT SERVED KVA I CKT.BKR. BRANCH CIRCUIT. CKT. N0. r EQUIPMENT Q r SERVED KVA CKT.BKR. K BRANCH CIRCUIT POLE TRIP O N GND C POLE TRIP � N N GND C BAGGAGE CLAIM CONVEY. 3,88 8 A- 2 LIGHTING 1.98 1 20 12 12 12 3/4" 3 3.88 3 25 8 - 8 1 II 3 4 2,00 3 88 8 C 6 2,43 t + 7 LOBBY LIGHTING. 2,00 1 `20 10 10 10 3/4 u A 8 BAGGAGE CLAIM LIGHTING 3 49 10 10 -q EXTERIOR LIGHTING 1,25 1 20 10 10 10 3/4 u �' 10 3,05 II LIGHTING ,650 1 20 10 10 10 3/4 �� C I2 3.92 10 10 11 13 T RIOR LIG-HYING EX E 2.21 1 20 8 8 8 1 li A 14 3,05 j � I� PANEL PP1 VIA TF-1 9,48 � 4 � - l0 EXTERIOR SIGNAGE 1.80 10 10 17 9,48 3 70 4 _ 6 1 1/2 C_ - I i 1 Iq 4 8 1 20 4 I 1 - A 2010 LIGHTING ,2 88 10 ) 2 (`1 vw _, SPARE 5 22 SPARE - . 21 SPARE 1 20 — C T j 2 LIGHTING 1,53 1 20 10 10 10 3/4" P 26 A, 27 I 3 28 LOBBY LIGHTING 2;50 10 10 10 3/4" 2q 'i C 30 LOBBY LIGHTING 2.50 10 10 10 3/4" - 31 1 A 32 EXTERIOR LIGHTING 3,55 10 I 10 10 3/4" 33 u 34 SPARE 35 C 36 37 A 3c3 3q , 3 40 1 J I , 41 C .421 CONNECTED LOAD (KVA) OA OB OC I I EQUIPMENT SERVED CONN. LOAD LF DF DEMAND LOAD REMARKS: - PROVIDE GROUND BAR & NEUTRAL BAR 42 CIRCUIT 120 AMPS LIGHTING 34.58 1.25 43,23 EQUIPMENT 18.07 1.00 18,07 PANEL PP1 VIA TP-1 28.44 1,00 1 28,44 SPARE 10.00 1.00 10.00 TOTAL SPARE 99,74 RATING: 150A MCB LUG LOCATION: BOTTOM A.I.C.: 22,OOQ �' PANEL: 1 SERVICE: 120/208V, 3®, 4W MOUNTING: SURFACE TYPE: SQ-D-NQOD CKT. NO. ' EQUIPMENT SERVED KVA CKT.BKR. BRANCH CIRCUIT 0NO. CKT. EQUIPMENT SERVED KVA CKT.BKR. BRANCH CIRCUIT POLE TRIP N GND C POI El TRIP J O 1 N I GNDJ C RECEPTACLES ,540 1 20 12 12 12 3/4" A 2 RECEPTACLES ,720 1 20 12 12 12 3/4" — ,540 3 4 1,08 1 1 5 540 C 6 1 1.08 1 -- 7 1.540 A g .900 EWC. ,700 � 10 ,540 II EWC .700 C 12 ; ,720 13# ELEVATOR #2 PIT .500 ( A 14 i .900 15 AHU-1 CONTROL CIRCUIT .050 ,720 I i 17 REFRIGERATOR 1 _700 C ��— ,540 Iq MICROWAVE 1.00 _ A 20 360 21 ` MICROWAVE 1,00 I I B 22 T .540 23 RECEPTACLES 1,28 C 24 VAV CONTROL ,300 10 10 10 3/4" 25 EXTERIOR LTG, CONTROL ,100 10 10 10 3/4" A 26 SPARE - - - - - 27 AHU-2 CONTROL CIRCUIT 1 .050 1 12 J 12 12 13/4" 3 28 J CHILLER CONTROL CIRC, J .100 J 1 30 8 8 8 3/4" 2q SPARE - J T - - - - C 30 ELEV, SHPT42 SHUNT TRIP' ,125 1 1 20 10 10 10 3/4" 31 EF-1 1.18 1 1 12 1 12 12 3/4" A 32 ,SPARE - I J I - - - I - 33 SPARE J It J J3 34 MOP - SHUNT TRIP I ,100 J 10 10 10 13/4" 35 EF-4 1,65 1 25 10 10 10 3/4" C 36 SPARE 37 SURGE SUPPRESSOR - 6 A 3� SPARE 3q - I 3 J 20 J 6 1 6 6 1" 3 40 1 EP-8 1 .696 12 12 12 3/41I -4 1 - 6 C 42 EF-9 1 ,320 T 12 J 12 12 3/411 CONNECTED LOAD (KVA) OA OB OC I EQUIPMENT SERVED CONN. LOAD LF DF DEMAND LOAD REMARKS: - PROVIDE GROUND BAR & NEUTRAL BAR - PROVIDE ISOLATED GROUND BAR. BOND TO EQUIPMENT GROUND BAR WITH #6 AWG CU. - PROVIDE FEED-THRU LUGS ON MCB c 42 CIRCUIT 79 AMPS — d fECEPTACLES 10.00 1,00 10.00 RECEPTACLES 1.54 '50 .77 EQUIPMENT 9.07 1.00 9.07 PANEL PP1A 8,61 1,00 8.61 - +1-GROUND FAULT INTERRUPTER CIRCUIT BREAKER +i� TOTAL SPARE 28,4.5 RATING: 150A MLO LUG LOCATION: TOP A.I.C.: 22,000 .,PANEL: PP1A SERVICE: 120/208V, 30, 4W MOUNTINTG: SURFACE TYPE: SQ-D-NQOD CKT. NO. EQUIPMENT SERVED KVA CKT.BKR. BRANCH CIRCUIT O CKT. NO. EQUIPMENT SERVED KVA I CKT.BKR. BRANCH CIRCUIT POLE TRIP O N GND C POLE TRIP O N GND C 1 ` RECEPTACLES .720 1 20 10 10 10 3/4" A 2 WH-116 IGNITE, CKT, & CIRC, PUMPI .200 1 20 12 12 12 3/4" 3 ` RECEPTACLES .900 3 4 WH-116 HEAT TRACE .210 2 20 12 - 12 3/4" - 0 - I- C 6 1 .210 t 12 7 RECEPTS 1 .720 1 J 12 1 12 1 12 3/4" 1 .180 1 20 , 10 10 10 3/41I 10 (SPACE A I 1 1 1 1 C 12 I3 DOOR ALARM SYSTEM 1200 10 10 10 3/4° 14 I ' I I - 17 Iq 1SIGNAGE SIGNAGE 1.00 1.00 C A 20 F 21 !SPARE _ 22 23 C 24 T 25 A 26 27 3 28 I 1 20, C 30 31 1 A 32 I 33 I g 34J 35 C 36 37 A 33 3q I J J I 1 7 J J 3 40 41 c 42 1 CONNECTED LOAD (KVA) OA OB OC F_ . EQUIPMENT SERVED Q CONN. LOAD LF DF DEMAND LOAD REMARKS. - PROVIDE GROUND BAR & NEUTRAL BAR - PROVIDE ISOLATED 'GROUND BAR, BOND TO EQUIPMENT GROUND BAR WITH #6 AWG CU, -PANEL SERVED FROM PANEL PP1 FEED THRU LUGS` (4)#1/OAWG (2)#6AWG GND IN 2" C. 42 CIRCUIT 11 1 24 AMPS ..RECEPTACLES. 2.16 100 216 EQUIPMENT 2,70 1,00 2,70 SIGNAGE - 3.00 1.25 3.75 - . I 11TOTAL ,SPARE 8.61 - T T. N A.LC.. LUG LOCATION: RATING. 150A MLO BOTTOM 25.000 ._... r PANEL LP2 , T .. .. NTING. TYPE,-, SERVICE: 277/480V 3� 4W IOU SURFACE SQ D NEHB CKT. N0. F `EQUIPMENT SERVED KVA CKT.BKR BRANCH CIRCUIT I CKT. N0. EQUIPMENT E PME Q r SERVED . KVA CKT.BKR. BRANCH CIRCUIT POLE TRIP � N G D N C P OLE TRIP- N GND C SPARE 1 20 A 2 L 2 I 2 PANE PP VIA TP 6.87 4 3 � 4 68 7 3 70 5 C 6 6,87I 4 7 A 8 PANEL LPA 10,0 , 6 LIGHTING 3,00 - 10 10 10 3/4 u � 10 10,0 3 60 6 - 6 1 14 / II SP-1 498 10 C 2 10,0 6 I3 I ,498 3 20 10 -: ` 10 3/4 n �, I ,SPARE 1 20 I� 498 1 0 16 17 SPARE 1 20 C b 1 Iq EF-2 ,720 - 12 J A 20 2I .720 3 20 12 12 3/4" � 22 C 24 25 SPARE 1 20 - - - - 26 27 SPARE 1 20 28 2q SPARE 1 20 1_ 1 A 30 32 33 B 34 35 C 36 37 SPARE 1 20 1 J A 38 3q 5 40 41 __4 C 42 11 . CONNECTED LOAD (KVA) OA OB oc EQUIPMENT SERVED CONN:` LOAD LF, DF DEMAND LOAD REMARKS: - PROVIDE GROUND BAR & NEUTRAL _BAR 42 CIRCUIT 91 AMPS. LIGHTING 3.00 1,25 3,00 EQUIPMENT 1 - 11.63 1.00 11.63 PANEL PP2 VIA TF-2 20.61 1,00 20.61 PANEL LPA 30,00 1,00 30.00 SPARE 10,00 1,00 - 10.00 TOTAL SPARE .: 75.24 10.00 � I I � �, , � - >- I e I , I -1 _. 11 � I . I m I � 1. m I � • � I I I . I . � i I I I I I I . 11 . , � -11 I I , i 1. I I I ) I I , , � I I I . E Z 0 .., . > W r 11 . z W n Q W Im , F- d Q t\ iJ N a a - RATING` 150A MCB LUG LOCATION: BOTTOM A.I.C.: 22,000 (PANEL: SERVICE: ` T T • TYPE: SERA ICE. 120/20V, 3�, 4W MOUNTING. SURFACE SQ-D-NQOD CKT. NO. EQUIPMENT SERVED KVA CKT.BKR. BRANCH CIRCUIT �' CKT. NO. EQUIPMENT SERVED - KVA CKT.BKR. BRANCH CIRCUIT POLE TRIP O N GND C POLEJ TRIP 0 1 NJ GNDJ C I RECEPTACLES ,720 1 1 20 10 J 10 10 13/4" A 2 1 RECEPTACLES 1,540 i 1 1 20 J 12 12 12 3/4" 3 5 7 q .720 .720r .720 720I 12 1 12 1 -i—C 12 I ,3 A 3 4- 6 6 10 I 1 1 .540 540 .720 .540 I 1 .360 1 1 c 12 ' ,720 10 J 10 J 10 1 3/4" 13 360 1 A 14 .720 5 360 _7 i3 68 _ 17 I7 360 I C , VAV CONTROL CIRCUIT 050 11 Iq AHU-3 CONTROL CIRCUIT ,050 A' 20 RECEPTACLES 180 12 •12 12 1 3/4" 2I SPARE J 3 22 1 .180 t t 1 It 25-[SURGE SURGE SUPPRESSOR - 6 - C 24 SPARE 25 1 I - 1 3 20 1 6 1 6 6 1" /A 26 27 If - 1 4 6 1 1 J 3 28 2q SPARE I I 1 20 J C 30 31 A 32' 33 a 34 35 c36 37 A 38 3q 3 40 41 C 42 T I I _T_ -, 11 � I I CONNECTED LOAD (KVA) OA J I OB - OC I I EQUIPMENT SERVED CONN. LOAD LF DF DEMAND LOAD REMARKS: - PROVIDE GROUND BAR & NEUTRAL BAR - PROVIDE ISOLATED GROUND BAR, BOND TO EQUIPMENT GROUND BAR WITH #6 AWG CU. - PROVIDE PEED-THRU LUGS ON MCB 42 CIRCUIT 1 ' 57" AMPS RECEPTACLES 10,90 : 1.00 11 , 10.90 PANEL PP2A 9.71 1.00 9.71 TOTAL - I SPARE 20,61 V O < N ± 0 > co , w () w 0)L. E ® 0 0-0 6 .1 o m� � . m !L 0'U,�� QO= w' W w/�/�,1__� �a��� IL - W W Z ) ' % F_ L N 0-0 N . 02E //�j V/ � Z CC O C.)a N , U �_ N W co . "!V L 11 • � J a ; N 0 m N _ G . I . J 11 U ,Q � � I— -IW Ll1 , r�,, �J W ® W. m . `' w 11 2 c ir �. Q . 1. 11 YeG ' 1 .; - RATING: 150A MLO LUG LOCATION: TOP A.I.C.: 22,00 PANEL' PP2A SERVICE: 120/208V, 30, 4W _ MOUNTING: SURFACE , TYPE: SQ-D-NQOD CKT. N0. EQUIPMENT SERVED KVA , CKT.BKR. BRANCH CIRCUIT 0NO. CKT. I EQUIPMENT SERVED � KVA CKT.BKR. BRANCH CIRCUIT POLE TRIP O J N I GND 1 C I POLE! TRIP J O J N I GND C SPARE 1 J 20 A 2 WH-204 2,33 I 10 3 SPARE I I I J I J 5 4 1 2,33 3 25 10 -, 10 3/41, 5 SPARE C 6 It I 2.33 - 10 7 DOOR ALARM SYSTEM .200 1 10 I 10 I 10 2. I A 8 WH-204 HEAT TRACE '210 2 20 J 12 1 - 1 12 1 1/2" C1 EWC .700 12 12 12 I3/4" 3 10 t .210 12 I 1 EWC .700 1 1 12 12 12 13/4, 12 1 SPACE 13 1 EWC ,700 12 1 12 J 12 ' 3/411 & 14 15 JSPARff 5 Io � 17 , C I Iq A 2 0 21 5 22 . 23 C 24 25 r A 26 27 1 - 1 I 5 28 �. 2q C 30 31 I ( � I � A_ 32, I I 3 3 1 I I- 35 - 361 37 -- A 3IE 3q 40 41 J t ' J 1 1 J I J I J 1 42 VA OAI CONNECTED LOAD (K ) I IOB OC EQUIPMENT SERVED CONN. LOAD LF DF. DEMAND .LOAD REMARKS: - PROVIDE GROUND BAR & NEUTRAL BAR - PROVIDE ISOLATED GROUND BAR, BOND TO 'EQUIPMENT GROUND BAR WITH #6 AWG CU, - PANEL SERVED FROM PANEL PP2 FEED-THRU LUGS (4)#1/OAWG (2)#6AWG GND IN 2" C. 42 .CIRCUIT 27 AMPS - EQUIPMENT 9,71 1,00 9,71 I 11- . TOTAL SPARE 9.71 - it M , `-.i — w 0 11, 0 fn . I cc o —j W I a_ cr_ d L V w 0 < � cr (D � 1'� . I I � rr L C) .j �, I L 17 "I'll _j 0 U. I w I "I " . 1 LI - _. < W �- , I I- #' w P 31 A 32 DATE 33 34 11 1/27/95 35 C 36KEY .L. DESIGNED BY 37 ,SURGE SUPPRESSOR - 6 1 _ A 3g GATE OPERATOR 1.cw 8 I11 . , ; 3q - 3 20 6 6 6 1" 40 11.50 3 30 8 8- 8 1 1" 41 ,� - 6 C 42 1,50 8 CONNECTED LOAD KVA OA (KVA) OB OC EQUIPMENT SERVED CONN. LOAD LF DF DEMAND LOAD r REMARKS. PROVIDE GROUND BAR & NEUTRAL BAR - PROVIDE ISOLATED GROUND BAR. BOND TO EQUIPMENT GROUND BAR WITH #6 AWG CU, RECEPTACLES 6.48 j 10 6,48 EQUIPMENT 9.35 to 93 5 UPS 10.00 1 0 10,00 . . 83 . +�-GROUND FAULT INTERRUPTS CIRCUIT BREAKER +I- 25, 0 R TOTAL D, 'GREEN 1. DRAWN BY '; BALL A CHECKED BY I M..SN IDER s CAD CODE 1. 3652,01\E-15 PR OJECT NO. 3652 01 DRAWING` NO. , 7 2 AMPS . SPARE I I _.. 42 C RCU T 1 F c N SHEET 83 O 84 cV ,. aswaamm IL I O �•. ] ,r 11�. :: _. ,-' , , � ,.,:. « � : _ . _�{q f _... .,., ,: -, .. V __. ._ ,..r ` - .1 Ik" �, r..., ' _.._ - n,. . m r. J rti.,. } :: .. __ - , , z .'. .," � _ r - -` i.� 11 :. Y _` ;, . ,,, 11 . I:. �, E i m zi U W ,� _.._-..,_._. mvmmimw� - 4_111 -_ I .,_ - - � - � , � , I I - - ;- ! - - , � -1 1 . - - I _. - - , z i _-_ - � .- ....fir- ' _.;'_ ;:-- +.,>:ae, - `tE I . 1�1�� = - I r 11 0A CB 5 M -LUG LOCATION: AT N. A.I.C.: C. : RATING. ; BOTTOM a.I _42;1. 00 � �. 0 I PANEL: P - �� T SERVICE., 277/48OV, 30, 4W MOU1\TI>\'G: SURFACE TYPE: SQ-D-NEHB C KT. N0. P EQUIPMENT ,- r SERV_D .- KVA CKT.BKR. BRANCH CIRCUIT CKT. EQUIPMENT N0. � S�.RVED 'KVA CKT.BKR. BRANCH ''CIRCUIT POLE T RIP � I � �' 1 N �I` D C I POLE TRIP 0 N `- GND. C I LIGHTING L 82 1 20 '12 � 12 � 12 34 II / A 2 - 6AGGAGE MAKE-UP LIGHTING 8 75 1 20 1 10 10 10 it 3/4 3 L55 n � 4 SPARE 5 1.59 C o LIGHTING 425 �_ 10 10 10 3/4 11 7 -- .512 A 3 KITCHEN >C_TGHEN LIGHTING '" 211 10 1 0 10 3/4 11 i,27 t I_11 0 SPARE II 3,55 10 10 10 3/411 C I2 13 if 1 ,777 y 10 10 10 3 /4 n A E 15 PANEL HGPC 2, 1 7 4 3 16 �- 17 2.71 I 3 60 4 4 6 2 II C I f Iq 2,71 f 4 - A 20 F 2I A G - P PANEL P1 VIA ETF GP) 8,61 8 _ � �- 22 I 2 _3 8,6] 3 45 a a 1 n C 24 __ - f - 25 i 86 1 i 8 ___F A - 2� a 27 I SPARE 1 20 I 26 2q r 30 31 A 32 33 3 34 35 I C 36 37 A 38 3 q i --T 401 I 41 C 42I CONNECTED LOAD (KVA) OA OB 0C ; EQUIPMENT, SERVED CONN. LOAD LF DF DEMAND LOAD REMARKS: - PROVIDE GROUND BAR & NEUTRAL BAR, 11 42 CIRCUIT 111.AMPS LIGHTING 14.48 1.25 18,09 PANEL HGPC 8,13 _ 1,00 8.13 PANEL GP1 VIA TF-GP 25.83 1.00 25.83 SPARE i 40.00 1,00, 40,00 TOTAL SPARE 92,05 40 - I . :..: . 60 _ 1. N RATI� G. A MCB LUG LOCATION. 0 0 AIC.. � TT M -25, 00 O A EL I . r P ANEL C SE `IC I . , R E N N 'v10 U_ 'l I G. 2 8 _ YP 77/4 OV 3� 4W SURFACE E. SQ D NEHB . I I- .__1_-1 .__-,_ ,____ 1L__l , � ,: . - : - , ' - .; _ . :- _. � , .. , _ : • .I . I . I- I I.I � I I. I� . . � .I I % . I I � ; :. . - . ,11I�I ;. .�- I .I.'1��I .� . - I" - - - - , . :' .� I .I1 . . � .I I I. .I I . I-.- . _ .II . I1'. I. . II.- 11I I.1 I . 1�1. ,I � I. . II II .I.I � '­.1I �,... 1II� I 'I II- 1I.I1- '.I1I1�. .. 11 . ..' II -II� I, -.1� 1.I .- I� 1 I .I. 1.I , � I I..I . .I I . I I _ I. .� ., III �.'� I1 . 1�. I 1 .... I -1� �I. _ . .I1 . I 1I I -1�;..�I1 . . L LE - E t I IIII . �. II . II .I. . I�� � I � . �I 11�1 �I ...I I � ..,I 1 II I. .I I I. . .� . I I I I 11I-I I II . .1I1II I - II1 �,I � 1 ... .I � �. ;I :. I I . IIIi 1I 1. I II.1 �.�:11 11-1-1�11-II1�1.1I ,�I� : I 1 1I1I�1� 1- I .I.,I.I1 i-. ��I.,�-: � I,'.�,I �- .1I I, ­�1.'I 1:1I1I1II� " I .'I1'. 'I�- ­1..�II 1I. ;'�" -��i�,.I% . � ,"II 1II I I� �.II.. II - � -I ..I I .-- I �I-II- I: . III I�� ,-'�I I.IDII �. -I I -.11I. .. _I1.�I .- � 1.,I.I I I.II, .-" . III.I 1' I. -1I��� 1 1 1, , .� iI. . f � II I� . ­1 �... , . .. 11 1.1; ­­­ �1 . I I .1 � 11 - ­-'­­­ . I ... I.., ­1 v„- , ,; ._. :: , , 1. .:� . I. r ,. 11. l. it : i i .. -.. . , t I � . -• , �- m - _ CKT. K NO EQUIPMENT Q RV SEED V K A C T.B K KR. B RA CH IRC N C UIT C T K N0. I,­] . E UIPMENT Q SERVED _-___ _�IrIII�IIiI� `CKT.BKR. _ B A H G CU R NC IR IT . Z O � > W cc _ w, o Q . v . , ,11 r r POL_ T P RI N i GhD _ C POLE T P RI . N GND C I I LIG TING H 189 , I 1 2 0 10 10 1 0 3 / 4 A 2 _ LIGHTING ,795 1 20 10 10 10 3 4 1 I ^ �G 2.56 :���I - 5 S C , PA E _ r 5 1.25 ���I��I t- - C 6 -- -I-T- 7 SPARE 1 20 . -F-1II A -_-_--1 I-_-�_I- -___- _ 3 10 __.1 t _ I __ __--__III _I C 12 13 IIr 11II- A I4 .�_ r ID- -- -_Tt I.�J .I_ 1 1I 1. ,. _ 17 1 - II T_I � - C Iq - - 1 - A 20 -____,I , .. � I 2 _-t a 22 .I 23 _5- C �4 L I 25 _-1_- -, - A 26 __. � 27 __-_ g 2a I 2q C 30 _. __ i . _A. _ . . ____�- i _ I 4 II -I �1I . I ' . _6 Iz CONNECTED LOAD KVA 0A ( ) -_� 0B 0C EQUIPMENT SERVED CONN. LOAD LF _. OF DEMAND LOAD REMARKS: - PROVIDE GROUND BAR & NEUTRAL BAR. 30 CIRCUIT 10 AMPS 4 iN LIGHTING 6.50 1.25 8.12 __... _-_t- .11 I, -I__ 11. 1. . - TOTAL SPARE 8,12I I 11 I . I � , ,� I . I . .III, I I I I I . I . � I � � ,� - I . I . I . � I . I I :� - I I, ."I � � I I . ­1 I . � I I : A% & I I . I . - � . , i, 1. I - I � 1. � I I I I / Ni , I 1- I D '' I RATING: `150A MCB LUG LOCATION: BOTTOM A.I.C.: 25,000 PANEL HVAC SERVICE:277/480V, 3m 4W MOUNTING:SURFACE TYPE: SQ-D-NEHB CKT. NO. I EQUIPMENT SERVED I KVA CKT.BKR. • BRANCH CIRCUIT CKT. NO. EQUIPMENT SERVED KVA CKT.BKR. � POLE TRIP BRANCH CIRCUIT N GND C POLE TRIP N GND C VAV-12 3.22 1 20 10 10 10 3/411 A 2 VAV-9 2,13 1 20 10 10 10 3/4" 3 VAV-11 2,22 3 4 VAV-10 3.44 5 1 VAV-8 2.42 C 6 1 VAV-2 2.22 7 1 VAV-7 2,44 j A 3 6 VAV-4 3.44 I - VAV-1 3,44 10 VAV-5 3,44 _ VAV-3 2.44 C_ 12 VAV-6 3,44 �VAV-13 2.42 I Af4 . 1 VAV 14 2,2 ( I 1 :4VAV-29 2,44 `� VAV 15 2,42 1 I � I % � - Iq 1 VAV-16 2.44 I , A 20 VAV-31 1 2.44 21 ` VAV-17 2,42 22 VAV-32 2.44 _ _ 23 I VAV-18 2.44 1 C L4 ; VAV-33 2.44 2 VAV-19 i 2,22 _ A 20 ;VAV-34 2.44 - 1 27 VAV-20 2.42 I 3 28 VAV-35 2,22 I 1. 2q VAV-21 2,42 C 30 VAV-36 2,22I t III It 31 VAV-22 1 2.44 A 32 SPARE 33 VAV-23 2.44 3 34 1 + i I I 3 5 VAV-24 2.44 _ C 3 37 1 VAV-25 2.44 A 3� 3q VAV-26 I 2.44 3 40 41 1 VAV-27 2,44 � I C 4 2 CONNECTED LOAD (KVA) OA 0B F = 0C - EQUIPMENT SERVED CONN. LOAD LF DF DEMAND LOAD REMARKS: - PROVIDE GROUND BAR & NEUTRAL BAR, r. . 42 CIRCUIT 111 AMPS VAV BOXES 92.07 too 92.07 01 . . TOTAL SPARE 92.07 RATING100A MCB LUG LOCATION: BOTTOM A. I. o.: 25.000 PANEL. LPC SERVICE: 277/48OV, 304 4W MOUNTING:SURFACE TYPE: SQ-D-NEHB CKT., NO. EQUIPMENT II SERVED KVA CKT.BKR. .BRANCH CIRCUIT CKT. EQUIPMENT N0. SERVED KVA CKT.BKR. BRANCH CIRCUIT POLE, TRIP N GND C P01 F TRIP N ;GND C 1 LIGHTING I 211 1 1 20 ]O I 10 10 3/411 A 2 ' LIGHTING 1.80 1 20 10 1 10 10 13/411 3 5 1 t 1 3,17 1.97 3 C 4 I EXTERIOR LIGHTING 6 PANEL PPC VIA TF-PC 1,56 6.68 1 20 10 10 10 �3/411 8 7 1 SPARE 1 20 A 6.68 3 45 8 - 8 11' 3 10 6,68 8 I I .. +. C SPACE - 13 15 I I � A 3 14 16 17 C� Iq A 2 0 21 3 22 23 C 24 25 A 26 27 I 3 �g � 29 - 1 I � i0 3I _ 1 A 32 33 _ 3 34 35 1 3�'� 1 37 j I A 38 3q 3 40 41 C 42 CONNECTED LOAD (KVA) OA OB 0C EQUIPMENT SERVED CONN. LOAD LF DF DEMAND LOAD REMARKS: - PROVIDE GROUND BAR & NEUTRAL BAR. 42 CIRCUIT 46 AMPS LIGHTING 10,61 1,25 13.26 PANEL PPC VIA TF-PC 20.03 1.00 20.03 SPARE • 5.00 1.00 5.00 TOTAL SPARE 38.29 5.00 I 6 . Ln r _ -a o - 'i '.:.. : .' ...-. r �. . :. ` - - 1 5 : 1 : -1.�_] RATING: 100A MCB LUG LOCATION: BOTTOM A.I.C.: 22,000 PANEL: Pp SERVICE: 120/208V, 30, 4W Mo UNTI?G: SURFACE TYPE: SQ-D-NQOD CKT. NO. EQUIPMENT SERVED KVA CKT.BKR. BRANCH CIRCUIT CKT. N0. EQUIPMENT SERVED KVA CKT.BKR. BRANCH CIRCUIT POLE TRIP �-N GND C POLE TRIP s� N :GND ` C I I RECEPTACLES .720 1 20 10 10 10 ' 3/411_ A 2 IRECEPTACLES_ 1.28 1 20 12 12 i 12 3/41' 3 1900 3 4 1 .900 I .900 C 6 � .720 _ 7*-1 ELEV. PIT #1 .300 A ,360 I I 10 10 10 RECEPTACLES ',900 , B O .360 I � I II 1.08 C 12 '360. - __+ -___ 900--t--- -ft--A 4 I ,900 15 RECEPTACLE ,180 I 5 ( ,900 17 , AHU-4 CONTROL CIRCUIT I ,050 I C i ELEV, #1 SHUTDOWN SYS, 050 t r �- 'q .21 DOOR ALARM SYSTEM EWC ,200 ,200 13/4" 13/411 A 3 20 22 , E. - EF-7 700 320 1 1 I 20 20 12 12 12 12 - 12 3/4" 3/4" 23 1 SPARE C 24 j EF-3 1 1,65 1 1 25 ' 10 10 10 3/411 25 I I �, 26 POLE MOTOR 1.30 1 20 I 8 8 8 3/4 II 27 � 23 i 1,30 2q ` C 30 1,30 I I �+ 31 A 32 I - 1.30 - ► l 33 , 5 34 SPADE � - 3 I C 36 _ 37 I SURGE ARRESTOR - 8 I A 38 3q - 3 20 8 f 8 8 11/411 1� 401 4�- � 8 - C 4 2 CONNECTED LOAD (KVA) OA -_ _OB 0C _ EQUIPMENT SERVED CONN. LOAD LF DF DEMAND LOAD REMARKS: - PROVIDE GROUND BAR & NEUTRAL BAR. 42 CIRCUIT 56 AMPS EQUIPMENT 8.67 1.00 8.67 RECEPTACLES 11.36 1,00 11.36 ++GROUND FAULT CIRCUIT INTERUPTOR CIRCUIT BREAKER, ++ TOTAL SPARE 20,03 .,, z 1 0 :v c .f a) .4 Q 0p cN „ a m . . 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