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Red Cleveland Blvd International Departure Bldg fr 1995 (a)0 0 0 G i e tr- n Al lori A FF. r :; ;� .fr. rr' r .r ,r. •,r , I rr :.: r . .r •r r. .r.. .r. J. r' :f": ..� r .F.� rt:'.•:7... F. r. r� r . ' .,.. ..,...,1• .J.:.r :1• .rF.r;.... er. ;..... o-.1....:+r-. ......,..,. .. ......, .. ... ,r.:: �'. .:r.;: i...... ,. ,.. .... :... ._. ,. e. .._..rr., ...°�..... ...:... ..s •: ... r.. ., .., .r,> ..;ai+ i 1SANFOR FLOR111DA 1w r 1.1 : n / r �h o 10 PENSACOLA { gx`x;. r)L . G r` ME , ;0' Ili o a. av E' .. Y a: i :fu 1 s' �soa y�.-� - - - ' ' - t, _ .ski �"�. - �i• SJfY.,° £' 3'z^ -.,$ VIlls.CORAL CABLES, FLORIDA 33146 CENTRAL FLORIDA 'TIC \N Cl �- z Lu z >_u o C, .-, x Q L-. Lu m W Q � N ❑ I O 1 i o o ; aroIII{ W W 0 1�' a L2 . 0� '� 0 W m (� U ro c r C w u O a O� /y W J LL L T u Gr � y I I' Y Z C cT1 O w U) O L m y 'C i c O, 1" r- -j a W W 0 GENERAL REVISION L< ; 0 NAME OF DEVELOPMENT; INTERNATIONAL DEPARTURES BUILDING Z LEGAL DESCRIPTION: SEE DRAWING C-7 C) F ACREAGE; 2,25 ACRES (PROPOSED LEASE) -j CL SCALE: AS NOTED ON EACH SHEET,,,; I NORTH ARROW; AS NOTED ON EACH SHEET. EXISTING ZONING: RI-1 W "k PREPARATION/REVISION DATE: AS NOTED ON EACH SHEET. z o ! OWNER: CENTRAL FLORIDA TERMINALS, INC, 0 LL 5520 SAN VINCENTE AVENUE w CORAL GABLES, FLORIDA 33146 cc OWNER'S AUTHORIZED AGENT: C- W BRPH ARCHITECTS -ENGINEERS, INC, ® .rs c h' 3275 SUNTREE BOULEVARD MELBOURNE FLORIDA 32940 i � O ENGINEER: z ;® LL BRPH ARCHITECTS -ENGINEERS, INC, 3275 SUNTREE BOULEVARD MELBOURNE, FLORIDA 32940 �— SURVEYOR: Z cc I EXISTING TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY BY cc I { TINKLEPAUGH SURVEYING SERVICES, INC. SURVEY TITLED "CENTRAL FLORIDA REGIONAL AIRPORT; TERMINAL ACCESS ROAD; EXISTING TOPOGR PHY" DATED 1993. zL rW, GROSS SQUARE FOOTAGE, .�, 90,687 S.F. (INCLUDES CONCOURSE) k ?r 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 C-7 EXHIBIT "A" DATE 01/27/95 DESIGNED L BY YORIO t DRAWN BY YORIO. CHECKED BY I JONES I CAD CODE 5.., £ -:: 0 365 2 03 -01 G PROJECT NO. 1 ON N D, 3652,02 ' DRAWING U i a= t $ t 2 i i e =z 'x � t a ^..lu EQ T 1 _ • k..,., .... .. ... _.. .. .. ..:,, ...,,.. .... ,. , : ... S : O _ r r. .1 , , , : 1 { ., e 0 a I s 5 4 i LEGEND i DESCRIPTION NEW EXISTING BUILDING OR STRUCTURE C-- E --� CONCRETE WALK OR DRIVE ,. ' ASPHALT PAVEMENT i CURB & GUTTER = _ i 64 DEMOLITION OR REMOVAL t SANITARY SEWER & MANHOLE SS --�� PVC SS--- • ROOF DRAIN RD CURB INLET ------ STORM DRAIN W/INLET SD -J�]----24" RCP SD---- WATERLINE -W ----- W ------ FIRE LINE -VFW WATER LINE W/METER -W W ------ GATE VALVE - - - - - - -------- FIRE HYDRANT ASSEMBLY s GAS LINE ------G------- POWERLINE (BURIED) ----- P/B ------ TELEPHONE (BURIED) T/B UTILITIES ----- UTIL ------ IRRIGATION - - - - --- - - - - - - I. r: C CONTOURS !-�2 0 - SPOT ELEVATION ELEV EEV SWALE OR FLOW DIRECTION��_ FENCE ,. x x x X {' f LEASE LINE � i CENTERLINE i LIGHT POLE W/ LIGHT I B i I ' v o - I � i i - 1 3 ADD ADDENDUM INFO INFORMATION ADJ ADJACENT INV INVERT A/C AIR CONDITION ALT ALTERNATE JT JOINT AL ALUMINUM JB JUNCTION BOX ASTM AMERICAN SOCIETY FOR TESTING MATERIALS KCJ KEYED CONSTRUCTION JOINT APPROX APPROXIMATELY A/E ARCHITECTURAL/ENGINEERING LAT LATITUDE ARCH ARCHITECTURAL L LENGTH ASPH CONC ASPHALTIC CONCRETE LF LINEAR FEET ASSY ASSEMBLY LONG LONGITUDE ® AT AVE AVENUE, MAINT MAINTENANCE AVG AVERAGE MH MANHOLE MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES BL BASE LINE MFR MANUFACTURER BRG BEARING MATL MATERIAL BM BENCH MARK MAX MAXIMUM BIT BITUMINUOUS MHWL MEAN HIGH WATER LEVEL BLK BLOCK MLWL MEAN LOW WATER LEVEL BO BLOW OFF MECH MECHANICAL BOT BOTTOM MJXMJ MECHANICAL JOINT BY MECHANICAL JOINT BLVD BOULEVARD MJXPE MECHANICAL JOINT BY PLAIN END BLDG BUILDING MIN MINIMUM MISC MISCELLANEOUS CB CATCH BASIN CL CENTERLINE N NORTH CLF CHAIN LINK FENCE N/A NOT APPLICABLE CV CHECK VALVE NIC NOT IN CONTRACT CHD CHORD NTS NOT TO SCALE CO CLEANOUT, CHANGE ORDER NO NUMBER COL COLUMN CONC CONCRETE OC ON CENTER CBS CONCRETE BLOCK AND STUCCO OPNG OPENING CONN CONNECTION ORIG ORIGINAL CONST CONSTRUCTION OD OUTSIDE DIAMETER CJ CONTRACTION JOINT OH OVERHEAD CONT CONTINUOUS CONTR CONTRACTOR PS PARKING SPACE COORD COORDINATE PVMT PAVEMENT CAP CORRUGATED ALUMINUM PIPE PERF PERFORATED CMP CORRUGATED METAL PIPE PERP PERPENDICULAR CU FT CUBIC FEET PEXPE PLAIN END BY PLAIN END CFM CUBIC FEET PER MINUTE PNT POINT CFS CUBIC FEET PER SECOND PC POINT OF CURVATURE CU IN CUBIC INCH PI POINT OF INTERSECTION CY CUBIC YARD PRC POINT OF REVERSE CURVE CRV CURVE PT POINT OF TANGENCY PVI POINT OF VERTICAL INTERSECTION DEPT DEPARTMENT PVC POLYVINYL CHLORIDE PIPE DET DETAIL PIV POST INDICATOR VALVE DIAG DIAGONAL PSF POUNDS PER SQUARE FOOT DI DUCTILE IRON PSI POUNDS PER SQUARE INCH DIA DIAMETER P POWER DIM DIMENSION PP POWER POLE DIV DIVISION PL PROPERTY LINE DBL DOUBLE DS DOWNSPOUT R RADIUS DWG DRAWING RED REDUCER DIP DUCTILE IRON PIPE REF REFERENCE REINF REINFORCED EA EACH RCP REINFORCED CONCRETE PIPE E EAST REQ'D REQUIRED ELEC ELECTRIC REV REVISED, REVISION EL ELEVATION RPM REVOLUTIONS PER MINUTE ERCP ELLIPTICAL REINFORCED CONCRETE PIPE ROW RIGHT OF WAY ENGR ENGINEER RD ROAD ENT ENTRANCE RT RIGHT EQUIP EQUIPMENT EXIST EXISTING SAN SANITARY EJ EXPANSION JOINT SS SANITARY SEWER SCHED SCHEDULE FOC FACE OF CURB SECT SECTION FT FEET SH SHEET FPS FEET PER SECOND SL P SLOPE FF FINISH FLOOR S SOUTH FHA FIRE HYDRANT ASSEMBLY SPEC SPECIFICATION FLXFL FLANGED JOINT BY FLANGED JOINT SQ SQUARE FLXPE FLANGED JOINT BY PLAIN END SF SQUARE FEET FLR FLOOR SQ IN SQUARE INCH FDOT FLORIDA DEPARTMENT OF TRANSPORTATION STD STANDARD FL FLOW LINE STA STATION FTG FOOTING STL STEEL FM FORCE MAIN STOR STORAGE FDN FOUNDATION SD STORM DRAIN FPL FLORIDA POWER & LIGHT ST STREET FUT FUTURE SURF SURFACE SYM SYMBOL GPD GALLONS PER DAY SYS SYSTEM CPS GALLONS PER SECOND GALV GALVANIZED TAN TANGENT GSP GALVANIZED STEEL TEL TELEPHONE GV GATE VALVE TEMP TEMPORARY GEN GENERAL TB TEST BORING GRD GRADE THK THICK GND GROUND THRU THROUGH GUT GUTTER TYP TYPICAL HDCP HANDICAP UGE UNDERGROUND ELECTRICAL HD HEAD UTI L UTILITY HDR HEADER HWY HIGHWAY VERT VERTICAL HP HORSEPOWER VOL VOLUME HORIZ HORIZONTAL HB HOSE BIB W WATER - MIKA WATCD OUT= 0 G n 10 -10 t' ^ 1 t... ' F.. i i I GENERAL NOTE o o 1, SURVEY INFORMATION SHOWN HEREON WAS TAKEN FROM TINKLEPAUGH SURVEYING D-103 SERVICES, INC. SURVEY TITLED "CENTRAL FLORIDA REGIONAL AIRPORT; TERMINAL ACCESS ROAD; EXISTING TOPOGRAPHYI, AND DATED 1993. H s 2, ALL ELEVATIONS ARE BASED ON NGVD-1929.Q 3. NORTH AND EAST COORDINATES, AND BEARINGS ARE BASED ON AIRPORT COORDINATE Z I SYSTEM (CENTERLINE RUNWAY 9L-27R = N 10000J. 0 Lu r 4, UNDERGROUND UTILITIES ARE LOCATED BASED ON SURFACE EVIDENCE AND LOCATIONS > PROVIDED BY UTILITY OWNERS, DEPTH OF ALL UTILITIES SHOWN IS UNKNOWN WITH L)i >� Q zo THE EXCEPTION OF SANITARY SEWER LINES AND STORM DRAIN LINES, CONTRACTOR o 0- SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS AND ELEVATIONS PRIOR TO z W z I CONSTRUCTION. CONTRACTOR MUST CALL "SUNSHINE STATE ONE" CALL CENTER 48 HOURS n j Q 4e PRIOR TO CONSTRUCTION AT 1-800-432-4770 TO LOCATE ALL UTILITIES, CONTRACTOR x I SHALL NOTIFY UTILITY OWNERS 72 HOURS (MINIMUMI PRIOR TO CONSTRUCTION, Q LL Lu j I 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITY LINES W f DURING CONSTRUCTION, f- D-103 Q `� o 6, WATER MAINS AND SANITARY SEWERS ARE THE PROPERTY OF THE CITY OF SANFORD. cv I COORDINATE WITH THE UTILITIES DEPARTMENT. 7. GAS LINES ARE THE PROPERTY OF FLORIDA PUBLIC UTILITIES, TELEPHONE No, (407) 322-5733, { d 8, WATER SERVICE INTERRUPTION DURING CONSTRUCTION MUST BE COORDINATED WITH THE 0 o I CITY AND THE AIRPORT AUTHORITY, ..y. Q N a .ro w 9, ALL FENCE REMOVAL MUST BE IN ACCORDANCE WITH THE FAA, AS TO AVOID LEAVING W THE AIR OPERATIONS AREA WITHOUT A SECURED BOUNDARY. THE FENCE LINE MUST NOT --� d cL BE LEFT OPEN AT ANY TIME DURING NONWORKING HOURS, p 0 o rn J m (r U D-103 O m� L1.1 la. a O � ` ;' NO: : [� z W u- N w a, co w CL ro i i D-100 REMOVE EXISTING FENCE AND ASSOCIATED HARDWARE AS REQUIRED. STORE z W Z Z v°'i o E MATERIAL FOR RELOCATION UPON COMPLETION OF CONSTRUCTION, AS DIRECTED :D CC BY OWNER ON SITE. SEE DRAWING C-3 FOR RELOCATION. W U) U)LO J ro I D-101 SAWCUT AND REMOVE EXISTING PAVEMENT AND BASE AS REQUIRED FOR NEW NCL CONSTRUCTION. COORDINATE EXACT EXCAVATION LOCATION AND DEPTH V) 0 EXISTING CONCRETE ;RAIN LINK FENCE I- -X X X X X X X - X X X X X X CONCRETE 51.35 51.36 51.31 51.5 1.25 51.28 51.4 D-101 "2 ��. 4' x 4' VAULT B X 2.6' x 2.6' - _ - - CONCRETE BASE WITH LIGHT 7� 6 6' 5 .62 t - z 49.53 _ 50.72 r _ y Fes- 1 Qa„Rcl f, .1 so.74 eo.7s _--- RASS 6.0 STORM CATCH BASIN 5 . 8 GRATE ELEV. = 49.33' I� Q� S. INV. ELEV. = 46.97' W. INV. ELEV. - 47.00' D--101 St.,o I R (1 50.91 ■I u j 5D.72 C) j I 50.9 EXISTING i POLE SUPPORTS i' OR ALUMINUM RODE INTERNATIONAL ARRIVALS BUILDING (IABJ I i (TYPICAL) - F.F. ELEV, 51,92 - � I c I < j 50.9 50.6 50.75 _1.60 CONCRETE PAD 51.3 ASPHALT D-'101 SET 1" x 2" STAKE BOREHOLE No. 36 (ELEV. = 50.9') N 7700 E 5100 REQUIREMENTS WITH APPROPRIATE TRADE. ' j y D-102 REMOVE EXISTING FIRE HYDRANT AND VALVE. STORE MATERIAL FOR RELOCATION WITH INSTALLATION OF NEW WATER MAIN: SEE DRAWING C-5 y. XISTING W �"'� f•P oLCR_-E FOR RELOCATION, FIRE HYDRANT/LINE TO REMAIN IN OPERATION UNTIL NEW w LINE IS IN PLACE, N W, uj EXISTING 1 I D-103 REMOVE CONCRETE AND BASE AS REQUIRED FOR NEW CONSTRUCTION, COORDINATE CONCRETE I EXACT EXCAVATION LOCATION AND DEPTH REQUIREMENTS WITH APPROPRIATE TRADE. , i D-103 D-104 REMOVE 2' CURB AND GUTTER AS REQUIRED FOR NEW CONSTRUCTION. 2 D--101 D-103 D--101 D-105 REMOVE 8" WATER MAIN AS REQUIRED FOR NEW CONSTRUCTION, 51.34 51.32 d I I D-106 REMOVE SANITARY SEWER MANHOLE AND 8" PVC SANITARY SEWER PIPE AS y. t.e 5 2 3 5137 I I REQUIRED FOR NEW CONSTRUCTION: 0 D T L D-107 REMOVE STORM DRAIN CATCH BASIN AND RCP STORM DRAIN PIPE AS REQUIRED <� FOR NEW CONSTRUCTION. \ ��y D-108 SAWCUT AND REMOVE PAVEMENT AND 21 CURB AND GUTTER AS REQUIRED FOR CONSTRUCTION OF NEW UTILITY MAIN, cq %-°- 1 Z 3/4" WATER LINE EXISTING D-109 REMOVE EXISTING LIGHT POLE AND BASE AS APPLICABLE. STORE MATERIAL FOR GRASS r AND SPIGOT 1 I RELOCATION. CONTRACTOR SHALL REMOVE THE ELECTRICAL BRANCH CIRCUIT BACK TO POINT OF CIRCUIT ORIGIN AND REFEED ALL AFFECTED DOWNSTREAM LIGHTING ; FIXTURES WHICH ARE TO REMAIN IN SERVICE, MATCH EXISTING CONDUCTOR AND :D CONDUIT EXACT. ALL UNDERGROUND CONDUIT WHICH IS NOT TO BE USED, SHALL BE ABANDONED -IN -PLACE, w $ D-110 REMOVE EXISTING GATE AND STORE MATERIAL FOR RELOCATION WITH FENCE, SEE W �' ° D-101 I c I DRAWING C-3 FOR RELOCATION, 11 REMOVE EXISTING SURFACE MOUNTED GATE OPERATOR BRANCH CIRCUIT COMPLETE. No �' -- -< BACK TO CIRCUIT ORIGIN LOCATED WITHIN THE EXISTING ARRIVALS BUILDING, CC 0 U. � _ t RECONNECT THE GATE OPERATOR SYSTEM AS SHOWN ON DRAWING E-2, W acl 499/ �� D-11P. a,,S'AWCUT AND REMOVE EXISTING CONCRETE SIDEWALK, a , f j 49.7 W D-113 REMOVE AND RELOCATE EXISTING 311 WATER METER & BACKFLOW PREVENTOR C� 50 ASSEMBLY. COORDINATE WATER SERVICE INTERRUPTION WITH THE AIRPORT AUTHORITY. EXISTING 1 8 GRASS SEE DRAWING C-5 FOR RELOCATION,olf u- D-105 / ez 49.7 'ISTING + 0 49.5 d DIRT N� w �W 49.9 Z Cc EXISTING GRASS CC D-107 KEY PAD� �1� 1 I YI CTINr ''V \ ./\ r* rn 1 O S� . FA N J 12 a U 12 a k E j ) l I . f 5+ k �F j i a � i. i G j 0 13 0 0 2, 3, 4, 5, GENERAL NOTES U N � FER p ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH FOOT SPECIFICATIONS FOR ROAD >' o 0 AND BRIDGE CONSTRUCTION, AND FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS, m SEE DRAWING C-2 FOR SITE DEMOLITION. cD SEE DRAWING C-3 FOR SITE' LAYOUT. j SEE DRAWING C-4 FOR SITE GRADING AND DRAINAGE LAYOUT. Q { t r• WATER SERVICE INTERRUPTION DURING CONSTRUCTION MUST BE COORDINATED WITH 4 THE CITY AND THE AIRPORT AUTHORITY.Lu ly- LA. ---i '! I I 8 PVC FIRE LINE. Q z Q- w 0)PROVIDE z ;� I CUT EXISTING 8" PVC WATER MAIN AND INSTALL 811 D,I. TEE AND REPAIR pCL COUPLING CONTRACTOR TO EXERCISE EXTREME CAUTION WHEN EXCAVATING Q '-' 1L x w IN THIS AREA. '. PROVIDE 811x45° D.I. BEND. W `o > PROVIDE 811x90° D,I. BEND, Q N o F REPLACE APRON CONCRETE TO DEPTH AND REINFORCING TO MATCH EXISTING. SEE DRAWING C-3 FOR LOCATION. i PROVIDE 811 DETECTOR CHECK VALVE ASSEMBLY WITHOUT FIRE DEPARTMENT CONNECTION. SEE DETAIL INDICATED. j i PROVIDE FIRE HYDRANT ASSEMBLY, SEE DETAIL INDICATED. p 00 ° o REINSTALL FIRE HYDRANT ASSEMBLY AND VALVE, SEE DETAIL INDICATED. p[ Q N a ro +{ 3 PROVIDE 811 FLANGED D.I. PIPE WITH FLANGED FITTINGS, SUPPORT FROM a > W ctM ) rn m s III UNDERSIDE OF CONCOURSE DECK, 0 Q p o o 0 PROVIDE 811 DETECTOR CHECK VALVE ASSEMBLY, SEE DETAIL INDICATED. W 0 O O) � v °' L 0 ¢O�=_ CONNECT TO EXISTING 811 WATER MAIN. 6" PVC SERVICE TO INCLUDE; W ¢ T 1 - 8"-90° D,I, BEND _ W L �N 1- 8°x611 D.I, REDUCER w z° N o E 1- o GATE VALVE & BOX Z Z m v a a) 1 - 6"-900 D.I. BEND J a, c, 1 - 611x311 D.I. REDUCER 0 5 - 31100° D,I, BEND . Lo m t 1 - EXISTING 311 WATER METER AND BACKFLOW PREVENTOR rr^^ N Lij RELOCATE EXISTING 3t1 WATER METER AND BACKFLOW PREVENTOR ASSEMBLY. INTERRUPTION TO IAB SHOULD BE MINIMIZED. SEE DETAIL INDICATED. � SEE DRAWING P-1 FOR CONTINUATION AND/OR FOR GREASE TRAP DETAILS. NEW 2" GAS LINE BY FLORIDA PUBLIC UTILITIES, COORDINATE WITH PAVEMENT CURB w AND GUTTER REPLACEMENT, LOCATION OF GAS LINE SHALL BE COORDINATED WITH=- EXISTING LIGHTING AND LANDSCAPING IMPROVEMENTS, 4" PVC SLEEVES SHALL BE JETTED UNDER ALL SIDEWALK CONFLICTS. PROVIDE SANITARY SEWER MANHOLE, RIM EL.; 51,60, INV, EL.; 45,57 (N & E), 45.49 (W). CONTRACTOR TO FIELD VERIFY INVERT PRIOR TO ORDERING MANHOLE. ® U} PROVIDE 230 L,F, OF 811 PVC SANITARY SEWER AT 0,50% SLOPE. (� If PROVIDE SANITARY SEWER MANHOLE, RIM EL.; 51,50, INV. EL,; 46,80 (N,E), 46.72 (W). BRICK INVERT OPENINGS TO THE NORTH AND EAST FOR FUTURE CONNECTION, SEE I DETAIL INDICATED. U Q . NEW TERMINAL BUILDING, SEE MECHANICAL, PLUMBING AND ELECTRICAL PLANS FOR INTERIOR UTILITY LOCATIONS AND LAYOUT. CONCRETE FPL METER PEDESTAL, SEE DRAWING E-2,cc }-- PROVIDE BOLLARDS. SEE DETAIL INDICATED. > PROVIDE AIRCRAFT SANITARY SEWER PUMP OUT STATION. SEE DRAWING P-1 FOR DETAIL. D cc PROVIDE 811 PORTLAND CEMENT CONCRETE PAVEMENT WITH #5 @ 1011 O.C.E,W. im MID -DEPTH. SEE SIMILAR DETAIL INDICATED. FPL PAD MOUNTED TRANSFORMER AND EMERGENCY GENERATOR, SEE ELECTRICAL w �( w PLANS FOR DIMENSIONS AND LAYOUT, [� r" PROVIDE ASPHALTIC CONCRETE PAVEMENT REPLACEMENT, SEE DETAIL INDICATED.cc RELOCATE BURIED UTILITY LINE. COORDINATE WITH UTILITY, EXISTING GRASS rl - \k \_EXISTING 3' ` C/L FENCE 0 0 u RETAINER GLAND TYP, FINISHED GRADE SEE FOR ASPH SEE K FOR RIGID 18" OR LESS 450 GLAND (M.J,) TYP, I C- C-3 C-6 C-3 6 10' 10' 36" MIN, FACLEARANCE s 18" USE D,I,P, PAVEMENT CONC. PAVEMENT COVER IF CLEARANCE > 18" USE P.V.C. 1 i �� r�'i, i r r,:r i %�% r r�?!i ✓� r,.. r�1i r r�'i r, r ?, 18" MIN, a SANITARY SEWER, OR GAS I,P, s LINE (SEE PLANS) i E ° 1 JOINT /\/\ STORM DRAIN 3' /�/�� 10' 10, 1 JOINT I.P. 18" OR LESS 1 JOINT NOTE; THRUST BLOCK THICKEN ALL EDGES OF RIGID CONC, PAVEMENT DUCTILE IRON WATER MAIN THRUST COLLAR ON BOTH ABUTTING ASPHALT PAVEMENT, RIGID PAVEMENT TYPICAL WATER MAIN SIDES ON 8" W.M. & OR NEW GRADE, PROVIDE EXPANSION JOINT LARGER BETWEEN RIGID PAVEMENTS, & SANITARY SEWER STORM DRAIN CROSS OVER CROSS OVER PAVEMENT JOINT - DETAIL DETAIL 1 DETAIL BARBS (TWISTED ENDS) NTS NTS INSTALLED UPWARDS 42 NTS C-3 C-6 3 STRANDS, 4 POINT BARBED WIRE ALUMINIZED STEEL r 6110 (NOMINAL) SCH. 40 GALV, PIPE FILL WITH 46 CONCRETE } TENSION WIRE BRACE PAINT SAFETY YELLOW (TOP) INDUSTRIAL OIL -BASE RUST -INHIBITIVE ENAMEL 44 CHAIN LINK >TRUSS ROD STRETCHER FABRIC '. (3/8" MINIMUM) BAR ' s D C-6 C-6 X, x WIRE TIES ' o FINISHED PAVEMENT o — '` OR GRADE AS ,. _III I III t I I -I I i-III-III=1 i�-- 0 41 —C-6 C-6 INDICATED ON II -III- I III -III -III -III= ' 10" MIN, CONC. I - CORNER POST I I - `!; PLANS-,,II�IIII II Illllllli 111 LINE POST _ 1 ,4 n CONCRETE d , -III- I'I I -III I`I o � - �, TENSION WIRE .f i I III- (BOTTOM) \ j MULTIPLES OF 10'-0" j END BAY 10'-0" OR j _ CORNER BAY - CONC. I 4 o CHAIN LINK FABRIC FENCE DETAIL 39 NTS C-3 C-6 12"m fi T BOLLARD o ° DETAIL 3 CARRIAGE BOLT NTS C-3 C-6 C 4,-0„ TRUSS ROD 9.4 MIN. 3" MAX, STRETCHER BAR (WIRE SIM.) v EXCAVATED FINISH GRADE TRENCH WIDTH BACKC T OR SLOPE FINAL % �i TRENCH WALL TO TOP BACKFILL OF PIPE AS NEEDED FOR EXCAVATIONS DEEPER THAN 5' z N INITIAL 12" (FLAT L Q BACKFILL TAMP) o SPRING LINE O PIPE ZONE nQ HAUNCHING (SIDE TAMP) w BEDDIN - - \\ UNDISTURBED FOUNDATION - - _ _- - __- _ - SOIL (MAY NOT BE - --- _ _- -_- -, MIN. SIDE REQUIRED) .D, CLEARANCE 12" O.D, 1211\ MAX. SIDE NOTES; PIPE CLEARANCE 1, FOR TRENCHES REQUIRING SHEETING, SHORING, STAY BRACING, TRENCH JACKS, OR TRENCH BOX DIMENSIONS SHALL BE TAKEN FROM INSIDE FACE OF SUPPORTS, 2, BACKFILL SHALL BE PLACED IN 6" LAYERS FROM BENEATH THE HAUNCHES OF THE PIPE TO THE BASE & COMPACTED TO 98X DENSITY PER AASHTO T-180 MODIFIED PROCTOR, BEDDING 1'-0" DETAIL NTS EXTENSION ARMS TO BE 12 GAGE - PRESSED STEEL OR WROUGHT IRON POINT OUTWARD AT A 450 ANGLE COILED SPRING REINFORCING WIRE FABRIC THRU BOLT OR I I -I 1 I -I I I I' II!=III-III- OTHER APPROVED kII �-III-III= III_III_ POSITIVE FASTENING �Ilnl�ll ON INSIDE OF FENCE TRUSS ROD 3/8" MIN. FINISHED GRAD 6" MIN. U)z Lu L 6" MIN, >� MECHANICAL JOIN 3 STRANDS BARBED WIRE -PULL TAUT AND FASTEN SECURELY AS RECOMMENDED BY MFGR. ® HOG RINGS CLOSE TO POST EACH SIDE (SPACE 2'-0' MAX, BETWEEN POSTS.) NO E: TENSION WIRE CLAMP FABRIC TIES, CLAMPS, OR BANDS MUST COMPLETELY ENCIRCLE POST OR COLUMN TENSION WIRE & ENDS SHALL BE SECURELY FASTENED TOGETHER, CONC. BASE WIRE TIES FOR POSTS POST DETAIL r46 NTs C-6 C-6 CLAMP FOR TOP OR BRACE RAIL BAND BAND FOR WIRE STRETCHING LID Q DETAIL K42 DETAIL r43 DETAIL 44 TRUSS ROD & BAND DETAIL 45 NTS C-6 C-6 241, x 611 CONCRETE COLLAR BROOM FINISH z 6n � SEE LAYOUT PLAN d FOR WIDTHS N SLOPE VARIES (SEE GRADING PLAN) 6" COMPACTED SUBGRADE -� I 98% DENSITY PER AASHTO T-180 6x6 W1,4xW1,4 WWF 4" CONCRETE SIDEWALK — SIDEWALK SECTION Q NTS "WATER" ON COVER - i i k t is. ' F' I t I 1 I I I 1 - i 2im 1 Y F- Him RES. SEAT RISING SUPPORT SADDLE U cl 2411 x 6" STEM VALVE }• p CONC. PAD m REDUCE PRESSURE B'ACKFLOW PREVENTOR \ \ \ \ STRAINER (MATCH EXISTING SYSTEM) 90' BEND (FLxFL) 900 BEND (FLxFL) >� -CAST IRON VALVE BOX & COVER - - - - UNIFLANGE ZO i AGATE VALVE( SEE RETAINER GLAND 311 DIP N j PLAN FOR SIZE) > I WATER MAIN (SEE it r�y,;�\,��,��i,�i; > �' �ii�ri r�ri�ri�%,LL �.�y,,y,r,�y,�yir� �ri�ii��ri��r\��T.r, w �\�\\ PLAN FOR SIZE) �i�r�� TURBINE y,,,v. o METER w I - 90' BEND (FLxMJ) 90' BEND (FLxMJ) , ° : Q WATER MAIN THRUST BLOCK\ LO i 12 GUAGE 2 3 NOTE; RETAINER GLAND Q COPPER WIRE C-6 C-6 PAINT BLUE ❑ 1 N 3" POTABLE WATER METER W/ BACKFLOW 4 GATE VALVE PREVENTOR ABOVE GROUND INSTALLATION DETAI 2 6 DETAIL 22 U o NTS C-6 C-6 NTS C-5 C-6 d6.2 Q O, 2CL U ro CHAIN & LOCK W rn BER4° MAX FROM CHER BAR BTOP ND TO �� BACKF OWRPREVENTOR (HERSEYOVED 8'1 DOUBLE ECK Q U c { 8 OS&Y VALVE , _ �" WATTS OR APPROVED EQUAL) o U rn & BOTTOM &SPACED 10 O,C, MAX, \ 8" OS&Y VALVE @� �� W Q 5 , �l 43 C-6 C-6 C.I. COVER MARKED "STORM" IPVC CAP #5 BAR GMATCH RADE FINAL u 611 4" 450 PVC MIN, I ELBOW ONE C.F. OF CONC. ENCASEMENT, KEEP CLEAR FROM HORIZONTAL PIPE PVC CAP @ `45° PVC WYE TERMINUS CLEANOUT DETAIL 29 NTs C-4 C-6 W _ja-Ly 41' WAFER CHECK W U- o �111 m 90° BEND(FLxFL) \ FIRE DEPT. "r LL Z rCONNECTION F- Z N o o Lu Z 0 0 m - F lfj �� o 8�' DIP 24" MIN w FABRIC 36" MAX O J i0 N ® a ? t 1 �iu cf) 90° BEND(FLxMJ) 90' BEND(FLxMJ) STRETCHER BAR TO TO WATER MAIN 4211 METER & �.. ENGAGE EACH FABRIC • • CHECK VALVE a'� PVC LINK a" PVC ; • � � � I , RETAINER GLAND RETAINER GLAND W END OR GATE POST THRUST BLOCK W 41 NOTE; C-6 C-6 0 I DETAIL PAINT RED NTS C-6 C-6 FIRE LINE DOUBLE DETECTOR CHECK VALVE cc O DETAILr2l • .NTs C_5 C,6 I w 4 U,S, FOUNDARY CRUSHED ROCK OR 420-C RING AND COVER (TYPICAL) GRAVEL DRAIN POCKET F18 0 420-D RING AND COVER (SIDEWALK 4'-0" DIA, FOR 18" Ig ej I WORDING ON COVER SANITARY LINES THRU 18" CONC, BLOCKING PAVEMENT OR RAM-NEK OR EQUAL - ' I FINISH GRADE JOINT SEAL Z > a 10" O O i PROVIDE SMOOTH FLOW `O - CHANNELS AT BOTTOM 2411 MIN. N F OF MANHOLE, USING Q 2500 PSI CONCRETE �] MADE WITH TYPE II VARIES 0" CEMENT g" > w 24" MIN. FROM (,� MIN, `n CURB OR SIDEWALK 8" 6°� 6u _ 36" MIN. PUMPER 36" x 36" x 12" CONC, O 4" FROM ROAD BLOCK AROUND �P1 /6D" CONNECTION IF NO CURB LOWER BARREL, MONOLITHIC PIPE 0,D. OF 1/2"TO 3/4"FACING ROA0.2 POLYETHYLENE BASE & RISER PLUS 4" GRAVEL UNDER MANHOLE FILM AROUND BARREL cc FIN. GRADE 0- ' TWO COATS OF CONTRASTING COLORS `- (GREY OVER RED) FACTORY APPLIED ® ® W WATER BASED EPDXY, FIELD COAT ON ,,�i��i�; 4° '''r'0 2 6 cr ENTIRE MANHOLE AFTER CONSTRUCTION LEAVE HYDRANT CC IS COMPLETED, OPEN-6 C--6 SANITARY SEWER MANHOLE 12 GUAGE _j LL COPPER WIRE ( LJL DETAIL 30 - NTS 1_5 C-6 CONC BLOCK CAST IN PLACE ` `'``: ATER MAIN MJ ANCHORINGUNDISTU RBED COUPLING WL GROUND MJ ANCHORING TEE" 0 < 5 + BACKCUT OR SLOPE TRENCH WALL TO TOP OF PIPE FIRE HYDRANT INSTALLATION AS NEEDED FOR EXCAVATION DEEPER THAN 5'-0" ,_ieTRENCH WIDTH (W)+3'-6" ®ETAI 28 SAWCUT FOR SURFACE REPLACEMENT'S NTS CLEAN STRAIGHT 4- f-4" 4" .C-5 C-6\ EDGE f FINAL \ 118 TRENCH /8„ z �� BACKFILL WIDTH (W) i z u) IN PIPEUTILITY 12" (FLAT � a BACKFILL TAMP) a SPRING LINE O PIPE ZONE QHAUNCHING, _ (SIDE TAMP) DATE BEDDING f-UNDISTURBED 01/27/95 FOUND, SOIL (MAY NOT DESIGNED BY ' BE REQ'D) 611 6° VARIES TOM NOTES: 1. BACKFILL SHALL BE PLACED IN 6" LAYERS FROM BENEATH THE HAUNCHES OF THE PIPE TO THE BASE & DRAWN BY COMPACTED TO 98% DENSITY PER AASHTO T-180 DEARING MODIFIED PROCTOR. 2, BASE MATERIALS TO BE PLACED IN 2 OR 3 LAYERS CHECKED BY JONES + ANTs C-3 C-6 EXISTING SUB`.;RADE MATERIAL, MIN BEARING AREA Is , FT,)ROLLED &TAMPED To THE ABOVE DENSiTY COMPACT TOP 12" TO 98% MAX. �C DENSITY PER AASHTO T-180, CONTRACTION JOINT (CJ) = ASPHALTIC THRUST BLOCK CONCRETE PAVEMENT ryP A 11 I NTS C-6 C-6 NTS C-6 C-6 NTS C 6 C-6 FINISH GRADE/SOD 2" BELOW SIDEWALK FINISH GRADE o w �! lay,. LO KABLE z N SEE K FOR RIGID GATE LATCH C-3 C-6 USE @ JOINTS INDICATED 6" PORTLAND CEMENT OR @END OF DAY'S POUR, CONCRETE RIGID PAVEMENT CONC PAVEMENT 6"X6"XW2,9XW2,9 WWF xz' "/z\ 61IX6"XW2,9XW2,9 WWF Lj Li DOUBLE LEAF SIMILAR ° = N GATE XISTING SUBGRADE MATERIAL, COMPACT TOP 12" TO 98Y MAX, ®ETAIL 40 AASHTO T-180 DENSITY B NTS G 3 C-6 RIGID PORTLAND CEMENT CONCRETE PAVEMENT SECTION K %\\`\\/ \//'// BUILDING OR STRUCTURE FACE NTS SEE rK FOR RIGID KEYED CONSTRUCTION C-3 C-6 K JOINT (KCJ) CONC, PAVEMENT SEE FOR RIGID C-3 C-6 SECTION JOINT SEALANT CONC, PAVEMENT NTS SAW CUT & SEAL CONTRACTION JOINT a ° BETWEEN 4 & 18 HOURS AFTER CONC, 1 1/211 ASPHALTIC CONCRETE WEARING a HAS BEEN PLACED, AS AN OPTION, SURFACE, FDOT TYPE S-III ° JOINT MAY BE 1/4" PREMOLDED FILLER 1/2" PREMOLDED MATERIAL, 12" LIMEROCK BASE COURSE MATERIAL 6"X6"XW2,9XW2,9 WWF LBR = 1001 98% AASHTO T-180 w PRIME COAT ° r - /\/\\� EXPANSION JOINT SECTION 1r 4j, THRUST BLOCK NOTES: 1, WRAP ALL FITTINGS W/ POLYETHYLENE FILM BEFORE POURING THRUST BLOCK, MAKING CERTAIN TO KEEP CONC, AWAY FROM ALL BOLTS, GLANDS, & FLANGES. 2, THRUST BLOCKS TO BE POURED AGAINST UNDISTURBED SOIL, 3, REQUIRED VOLUMES OF BEARING AREAS TO BE AS SHOWN IN CHART, ADJUSTMENTS, IF NEEDED, WILL BE ALLOWED TO CONFORM TO TEST PRESSURE & ALLOWABLE SOIL BEARING STRESS AS SHOWN IN SPECIFICATIONS, 4. BEARING AREAS FOR THRUST BLOCKS ON HORIZONTAL BENDS IS BASED ON A TEST PRESSURE OF 150 P.S.I. & SOIL BEARING STRESS OF 1500 P.S.I. THE DEPTH TO THE THRUST BASE TO BE EQUAL TO NO GREATER THAN TWICE THE HEIGHT. (EXAMPLE: IF BLOCK IS 2' THICK, THE BASE IS TO BE NO GREATER THAN 4' BELOW GRADE). 5, VERTICAL BEND THRUST BLOCKS TO BE THE SAME AS HORIZONTAL BENDS. 6, BEARING AREA OF THRUST BLOCKS TO BE NOT LESS THAN ONE SQUARE FOOT, 7, PIPE SHALL NOT BE PRESSURE TESTED UNTIL THE THRUST BLOCKS HAVE SET A MINIMUM OF TWO (2) DAYS. PIPE SIZE LETTER 411 6' 1 81' loll _ 12" 1611 2011 A 1 1/2 2 3/4 5 7 1/4 10.1/4 18 27 1/2 B 22 1/2 3/4 1 2 3 4 7 11 B 45° 1 2 1/4 3 3/4 5 1/4 8 13 3/4 21 C 2 4 7 11 1/4 14 1/2 25 1/4 39 3, SURFACE REPLACEMENT TO BE CONSISTENT W/EXIST. CAD CODE MATERIAL & OF EQUAL THICKNESS BUT IN NO CASE 3652,03\C-0.6 LESS THAN 2" TOTAL ASPHALT THICKNESS. PAVEMENT REPLACEMENT PROJECT No. 3652,02 I 12 t, t k L i t� i t • t t ,Y I 1 —_ -- S.R. 46 NOTE: AVIATION EASEMENTS ARE NOT SHOWN.: 1 PROPERTY LINE RE APRON I s� PROPERTY LINE--� RUNWAY 9L®27R PROPERTY` o LINE ► — ----- L7 mMA — TAXIWAY '13-1' T/W 113-2' T%W `B-3' i Q TAMWAY '8-4' I AREA 6 f TAXIWAY B � I TAXIWAY 'B' I h :-LIGH11NG IF VAULT r � Q U 99. 407 297 F- I RUNWAY" 9R---27L 00 420 �� A Q 1 28s a.a® TAXIWAY 'C'17771 138g AREA 8 139� 140 141 130 )_(AXIWAY '�' :)-TAXIWAY 'P' ol 41A 4 . , I ° PROPERTY Sot TAXI�tAY C 1 TERMINAL ( LINE 302 80 3t t 22 G,A. APRON INTERIM n LL1 3 APRON I �j TENNIS '�T ❑ > aoa 79 16 8 0' o COURTS8 426 I ' n 8 TERMINAL p,R� 13a 437 G.A. BUILDING i 35 APRON ti`6P . ' 3 PROPOSED ; < 425rj9E3 h0lAtd 'fir 433 9 e�- PARKING AREA g 9A 401 410 2° s7 tz r I PROPERTY 422 21°° (FDOT)e < p 43 42 \ f- f't w LINEIts a ,37 1—�, \ FDOT �[ �\ N NOTE: I 0 101 � ,�� ®�� t p4,4`1 �,,�•\ PORTION I I P PRE THIS IS A PERMIT 4, o0( „7 �� N Z PVMT. TO BE T ,� I �-- �REFERENCE SHEET o RSA T-HAN RS WITH NO CON TRACTOR I µ. A)ffcc REMOVED AIRPORT BLVD. 0 2 n WORK REQUIRED. I C� 1 Arq ri 300 98 z PROPERTY 299® LINE I ., 1 PROPERTY DATA AREA DATE APPROX. DESCRIPTION No. ACQUIRED AREA (AC.) ORIGINAL PROPERTY 1 (SURPLUS PROPERTY ACT)' 1969 1648.2 2 PROPERTY ACQUIRED FOR I? 33.55 APPROACH PROTECTION 3 PROPERTY ACQUIRED FOR 1? ? AIRPORT DEVELOPMENT 4 PROPERTY DEDICATED TO ? 0.083 AIRPORT FOR MIDDLE MARKER 5 PROPERTY ACQUIRED FOR 7 7 AIRPORT DEVELOPMENT ' 6 PROPERTY ACQUIRED FOR 9 ? AIRPORT DEVELOPMENT ' 7 PROPERTY ACQUIRED FOR ? AIRPORT DEVELOPMENT 8 PROPERTY ACQUIRED FOR 1? 7 AIRPORT DEVELOPMENT PROPERTY ACQUIRED FOR 9 ACCESS ROAD/WETLWO 1994 15.40 MITIGATION 10 PROPERTY ACQUISITION ? 11.47 IN PROGRESS GOLDEN PROPERTY LAKE FAA � t LINE I 0im PORTION N LAKE ONORA �� ►� OF ACCESS I gyp, 3 II �� ROAD w PROPERTY 0 1000 Q Lei LINE 1, � SCALE — FEET ; ►i POND , w Q � �- 0 PROPOSED PROPERTY LLJ SILVER o ACCESS ROAD LINE c� LAKE MARQUETTE AVE. MARQUETTE AVE. 4 E i I• I. I i I , F t ,. . PROPERTY ACQUISITION IN PROGRESS BY '' ► I I SANFORD AIRPORT AUTHORITY �P SILVER LAKE DRIVE SEMINOLE COUNTY PORTION PROPERTY LINE 5 a u F U a 0 0 U 3 1 .. a 0 a u 0 ,FA 0 ,u 0 a 0 U 19 0 0 a a N 0 13 0 U 11 ,FA U 12 12 12 12 ,FA U 13 N c i { A nn - 1 ,. II A 2nd FLOOR ABOVE I Y II STAIR 3 II TYP.16 , 2 T --_---�©1.o 0 0 FLA NOT s �� II — A-3 A -- O m O } 0 0 0 0 0 0 0 0 DRAFT CURTAIN AND MOTOR OPERATED OVERHEAD DOOR BY m � � I �- 8 ® 0 CONVEYOR MFR./INSTALLER - G,C, TO PROVIDE OPENING AND ATYPICAL COORDINATE SIZE AND BLOCKING AROUND To RECIEVE DOOR 6 TYP, FRAME ASSEMBLY, PROVIDE N.O./N.C. AUXILIARY CONTACTS FOR i REMOTE SECURITY ANNUNCIATION OF ALL BAGGAGE ACCESS DOORS.- SEE ELECT, DWGIS, 2 BAGGAGE CONVEYORS - O,F,O,I, I 3 8 2A OPENING THRU WALL 41-011N/ 5'-811HT, CONFIRM 2� WITH CONVEYOR MFR. I WAREHOUSE DRAFT CURTAIN O,F,C,I, 117 2C BAG SLIDES OBI I BAGGAGE MAKE-UP AREA 4 C U < • 2 D JOT USED �. X 36 2E INCLINED CONVEYOR UNIT O,F,O,I, z W _ � 2F NOT USED (A z u j VARIES TYPICAL 35 2G CONVEYOR SLAB EDGE AND GUARD RAIL ENDCONFIRM DIMS, WITH (Y I 4-SIDES �UJ17SUP'LI� A ,Q w.• ' „� 3 NOT USED ® o © 0 ® 0 7 TYP. to 5 4 D Lu - m o a! 0 0 5 PROVIDE METAL CLOSURE PIECE TO - - - -� }-- - - - - MT - - - - O o O O 0 O 0 0 0 10 - - �- - MATCH SIDING, 1Y METAL SIDING ON STEEL STRUCTURE, COORDINATE SIZE WITH D_ � CONC. PEDESTAL BELOW - SEE STRUCTURAL DWG'S, z ffj TYPICAL o METAL LOUVER 3'-0n 1 7 STEEL COLUMNS WITH EXPOSED FIREPROOFING. Ill 0 ... .. SEE SHEET A-20, - ,� I' 8 6110 PIPE COLUMN BOLLARD CONCRETE FILLED, 0 I Q= _�__= NOT USED, 3Lo 1O PIPE GUARD RAIL AND CURB BELOW, IW- A3 A4 11 NOT USED o I 12 BAGGAGE X-RAY UNIT N.I.C.. I ❑ FD � 1 19 I 33 FD TAIR 3 _ 13 WALK-THRU SECURITY UNIT N.I.C. 14 ---====__—�___ MECH/ELEC I 14 FUTURE INCLINED BAGGAGE CONVEYOR, 1 io5 11�0 7T�T �I — 15 PROVIDE 5/8" GWB ON 3-5/8" METAL STUDS @ 241' IN FRONT ® j; MT 4 OF SHAFT WALL ASSEMBLY AT DOOR SIDE ONLY, (, �� • \�� v. , 10 31 16 DOWNSPOUT, It 0 A3 A2T FD °C Vb 7 �� S - 2 ,2a 17 NOT USED N a TYPICAL o 0 © O , 1 8 1 ' > cy) I I o o MT 15'-10u " � W rn mE i - - - - - - - - - - - - T 1� - - - - - - - - - - - - — DOUBLE STUD WALL 1 5 8" STUDS 24° /c, WIDTH: 8 d o 18 - / D @ c WID 11 0 0 ® n _ OUTSIDE OF STUD TO OUTSIDE OF STUD, 2C 8 / �/ o ® 19 SEE CIVIL DWG'S, FOR PAVING THIS AREA, (� -� O(] U �' ro i '{ / WOMEN 1 A T ELEV. 44� Mr I UL ® ¢ O m :_ TYPICAL > _ = EQUIP, 114A S-2 20 PROVIDE HIGH IMPACT EIFS SYSTEM TO 61-011 AFF. W J a a- I _ W V- �—__________ �_—_------— �� / I ;� ROOM 24 I N - I -- — — — — — SLOPE 5/811 GWB CLOSURE TO WALL FOLLOW ESCALATOR SHROUD, I1.I � W z a V-- — — — — — — — — — — — — — — — —I � I FD FD 114 21 4C II !11 z z II I II ( p 7'-10" 7'-6" 1 CL 115 5 I 22 5/8 GWB 1-SIDE OF 3-5/8 METAL STUDS 24' c/c• v N I 1 O J II I III NOT USED i.l.) U� 1 MT 2 3 ro N I` J a 0 ESCALATOR - Lo CoLN` �I II 39 0 1 24 NOT USED � W FD FD 114A o t .I� 2 NOT USED III I 2 - MEN 4 C 5 N0. 4 129 I - { - - - -- -- N.5 26 NOT USED 1 A 2 2 I e.♦ (n i t_ u n 99 11 I 129 27 3/4 THICK FIRE RESISTANT PLYWOOD FROM (411 ABOVE 'FLOOR TO 3 1 ( .z r..:.. a. �g � III I III a t2 CEILING PAINTED WITH FLAT BLACK FIRE RETARDANT` PAINT, �- W II 28 NOT USED <A II I II SIMILAR I � A-3 A-12 29 SEE STRUCT, DWG S FOR SLAB JOINTS. I I Ili A-3 A-16 1 1 � � �� I I r o ��, STORAGE lid S-2 TYP. ' A-3 A-22 N0, 3 N T UI 30 GWB AND METAL STUD FRAMING ABOVE -�5EE CEILING PLAN , N11 j j> Z 4 g 31 NORTH FACE OF SHAFTWALL ON COLUMN LINE 5-2 ;o 21 h r _�I _ ,t58 1u w-:�u� X&U 32 NOT USED !�j -i — MT I MT MT MT 8 ( uj Mfl L,l� -N T_ j-- - 3 SEE STRUCTURAL AND MECHANICAL DWG'S. FOR EQUIPMENT PADS. b I __ .s - I 108A 1088 I 109 8 11 8 tt 8 tl 8 t, in�q ,tt FEC I 34 SEE CIVIL DRAWINGS FOR EXTENT OF CONCRETE SIDEWALKS I I t 11 112 AND ASSOCIATED CONSTRUCTION. a TERMINATE WALL ON 811 n 35 HT.x8 WIDE CONC. CURB (CURB TO BE '+ IV�YOR, B A 1 A3 A14 REMOVED IN FUTURE),- SEE STRUCTURAL DRAWINGS FOR REINF, RE K ROOM 36 SLAB IN ROOM SHALL BE SLOPED WITH ADJACENT SLAB WORK. EMI I I OFFICE OFFICE OFFICE '� „s � � A3 A9 15 1 2 E 108 110 27 1 4 �- SLOPE SLAB TO 109 2 B Y TELEPHONE �' SECURITY AREA 2 37 UP DOOR @ 1/12 MAX, I I� 2 B Y � r ROOM o 11 2 A3 A14i 38 CHAIN LINK FENCE CONT, FROM SLAB TO DECK ABOVE, SECURE POST N ,� 11 --- -- -- --- --- TO BOTH 811x81'xl/411 WELD PLATES & 3/811 EXP, ANCHORS TYP, 4-WALLS . 2� 2A 2 Y 16 T - OMIT IN FRO 0 I.O„ I , u I- a 3 B Y TYP, FRONT F DOOR ONLY. 40 11 , 17 4 19'-611 211-811 81-511 5'-411 29'-811 P. 39 CAN WASH - 411 HT.x611 WIDE CURB 4 SIDES - SLOPE 2" To DRAIN I '- — — _ — — — — — — - — — — — — — — — — - — — I - - ..ns>� t,„4E x �..-IN:,.,ss'�\ ;s'I ,..>. �`�..>.�'a ---------------------------------------------- -» w. I I � - - - �.. x, 1— — — — - - - - - - - - - - - - - - - - - - - - ---------�--- -- - 115A , --- - 1 11 ---------------------------- -------------------_ L.1 L1J CL toy 4 NO. 5 BACK COUNTER 1 Q T A3 Al2 1 Ujj2 A3 Al2 ------ ------ --------- - 2�Y _____ I I I I I I I I I TICKETING COUNTERS IN,I,C,I i I> cc 10 0' 0 11s'lo" FIN. FLR. .�...� 12 13 WALL TYP' � _O —: -I— -� ------------------- �-------------------- I ---------------------J L---------------------J t �- _ - — - — - _ - ------------------ I ------------------- J--------------- ----- , r--------------------- z- ,------ - - - -- - 1 I I I I ------------- �------��I�♦--------------------- � - - �- - - - - - - - - --------- --�--I 4-HOUR FIRE RATED WALL 8" CMU A3 A22 I I I I , I I I ,, tt 11 I1I - W I i A-3 A-22 rc 30 i t S-2 [2 2-HOUR FIRE RATED SHAFTWALL SYSTEM 0. I I A3�A-0I I MT i I I SIM, : I I I I ® 2-HOUR-RATED 811 CMU WALL - SEE WALL SECTIONS � - B ® NON -RATED GWB PARTITION TO DECK ABOVE LL I I I LOBBY i i i 5 � � A-3 A-9 O • I 1 O1 I I Q.5 0 NON -RATED GWB PARTITION TO 411 ABOVE CEILING O � ) I I 2BY I - �d I 1 1 30 I I I © NON -RATED GWB CHASE PARTITION TO CEILING I ♦ .., I I I I 18'-0"<, 1 SIM. 0 2-HOUR FIRE RATED GWB PARTITION I I I 22 A3 A22 A�-C+ - � F-,-E-L-E-V- - - - - - - T - - - - - r-I I - - - - - - - T - - - - ®1-HOUR FIRE RATED GWB PARTITION • . �I I I > I I I I 51,92 CIVIL FIN. FLR, ELEV, I I I STAIR 4 I I I I UP 4 C X 1 ° NOTED; SCALE OF SYMBOLS VARIES BASED ON SCALE OF DRAWING, I I I I 8 8 I I A-3 A-22 A—�A-22 I i I I I i �: II F�- -11- - )9 11-H E 121.4n 21_gn 1_�n I_ ul I_ n I_ a I_ a I u n I� u Y { I 12 0 121 12 8 2 8 12 8 ,0 13 0 0 13'-0" �' Ou 121-81' 2'-8" 12'-8" I "2' 12'-6" 21-811 12'-2° -- FLOORS BASES WALLS NOTE ------------J_ i i _ _II___11 —� MT MT � ! I � I - - -'- -J- - QUARRY TILE A• QUARRY TILE Z. EXISTING i 1, PAINT ALL EXPOSED ao r - - - - - - GIs - - - - METALS SURFACES II III 2• CARPET - B, VINYL Y. PAINTED GWB OF STAIR SYSTEM r �I () l I TYPICAL I ggq o 29 3, RESILIENT TILE (V.C•T,) C. NONE X. PAINTED CONC•/CONC• BLOCK _ k 1 I ' TYP, ' I Lu I I I� � 2 0 � ,....L.R 1.� A H 4• SEALED CONCRETE D. PROVIDED UNDER W. EPDXY PAINTED GWB S_2 MT> L11 SEPARATE CONTRACT L( 5. PROVIDED UNDER V. EXPOSED BLOCK - - - - - - - - - - -- --= - `'� -�-- - S - _ _ :, G..� DATE - 1 — ------—— — —---� SEPARATE CONTRACT ♦ ~ SYMBOL a EXPOSED METAL BUILDING 1-27-95 c 2 I-------- ------- - W 6, NONE 314 A-3 A-22 IM. CANOPY ABOVE 20 lLJ ROOM NUMBER DESIGNED BY i t- - - - - _ - _ 20 E TYP. T CEMENT TIE BACKER BOA D ADT I SCOT ON I . TYPICAL - - - - - - - - A-3 ��-1O A-3 A-13 A-3 —22 WALLS JPM FLOOR - NOTES TO 5'-011 AFF. WITH EPDXY I -1 4" W PAINTED GWB ABOVE, DRAWN BY A I CANOPY AB VE I i- BASE S, TAPED AND SANDED GWB CHECKED BY 15'-0° 15'-01' I 15'•-Ou I � 15'-On � 15 pl' 15'-Ou 15'-ou I 15'-Ou ' 15'-On 14'_8n 1 a 29'_pu z D ;I fi I �.q I DENOTES WRAP AROUND CORNER GUARD EQUAL TO ACROVYN FSC 25 TO 6'-0" AFF, ADT 1 I CORNER GUARD EQUAL TO ACROVYN SM 20 To 6 -011 AFF, CAD CODE 12 0 0 , 0 a U a U �-7. ;1 7`1 V" �m 11 u 12 12 i 0 12 , 17 19 11 D ay c 33 � 21 AM A4 FO-1 QTI - _ _ 19 CARRY GWB UP TO UNDERSIDE OF DECK & SEAL ALL PENITRATIONS, Q Q Q NEW 5/811 GWB ON 1-1/2° METAL FURRING ON EXISTING SIDING 1 m I 1m 139 - II 04 D I , WOMEN 21 NEW 5/8 GWB ON EXISTING CONSTRUCTION O 9 ROOF_�� 22 NEW RAILING -MATCH EXISTING > a c' A 5 0 V E r p, W _!..,.,... ,•°� �,•., 23 NEW INSPECTION COUNTER & WORK STATION - MATCH EXISTING J a I 133A N.F. E I �11�11 �¢ o .�o= 10 A RCC 14 24 61 WIDE CARPET STRIPE - SEE REF. CLG, PLAN FOR BULKHEAD ABOVE W o m c o ro g MT I W U m ro 1 140 25 RELOCATED INSPECTION COUNTER &WORK STATION w U- W Q T? Lit- o� 26 RELOCATED RAILING W -- __ -- -r I I w r Z` m �- I-- W ° a� E 27 NEW E — - — - - - - - - - - - - - - - ---- - - - W 5/811 GWB & STUDS TO MATCH EXISTING WZ Z 1011-911 U) D CC v a N La x2 r9: 6" WIDE CARPET STRIPE -SEE REF, CLG, PLAN FOR BULKHEAD'ABOVE LLI U'��-' roN �21-011 DIA, CONC. COLUMN WITH ENCASED RAIN WATER LEADER N W ro c 1 u - ' 30 NEW 411 CONC. SLAB THIS AREA, SLOPE UP TO DOOR @ 1/12 MAX, ELECT CUSTOMS 31 REUSE EXISTING CARPET THIS AREA ROOM - N r 32 4 x16 VIEW LITE WITH 1/4 TINTED TEMPERED SAFETY GLASS a CART u u n W STORAGE W S018 19 a _ _ _ _ _ _ - I - - - - - - - 33 RECONSTRUCT MASONRY OPENING AT NEW LOCATION WITHMECH N ---_ --- TRAINING I I -1 GROUTED JAMB CELLS AND NEW PRECAST CONC. LINTEL �� ROOM ROOM o zy r. - 014 T2A 010 t ME G t 2BY COMM Ap ROOM I SET-16 PP__ W/4014 SET-17 - CLOSURE GR /3591,01 T_ W = MEN� 0 Q" U Oil I F= STORAGE 11 D ROOM SECURED 5 G t I " O15 APHIS BAGGAGE SIMILAR 4 =-f I LAB STORAGE A3,1 A22 SIMILAR y012 2BY ote AM A22 D G t G t /359101 F IOMEN - - - - O O18 j 2BY x4 l H 1 -WOMEN APHIS SET�16 OFFICE A3,2 A11 Wq; ots 018e SET-17 , W/40141 ] /3591.01 - CLOSURE GR APHIS I SET-17 /3591,01 p 12 I GENERAL P 1 BREAK APHIS ROOM STORAGE OFFICE 31 I , — CL i APHIS NEW SHEET U) ' SUPERVISOR 28 016 017 0 3 B Y 2BY I' 8 TECS - - - - ROOM �� ` FT� -- =j—L 8 - 176 -- ---__— __� ' Q I 26 20 22 22 ?_2 � WALL TYP 0 °i8 CORRIDOR g_24 A —— -- -- I L r—,- ------ -- --- ------ -- T T --�----_--- - ----=---=--=-==--===FIRE RATED WALL 8" CMU 7 ELEV I w X6 25 25 25 25 23 23 23 23 0 2-HOUR FIRE RATED SHAFTWALL SYSTEM i� .1 h�.,1 --.- f AIRPgRT I I 0 - - DIRECTOR - " 0 2-HOUR-RATED 8" CMU WALL -SEE WALL SECTIONS kk - p - - - 0_1 J I ® NON -RATED GWB PARTITION TO DECK ABOVE U- 1 7 2BY STORAGE } 01 ° NON -RATED GWB PARTITION TO 411 ABOVE CEILING I G 0 U) 0 .... IN -BOND NON -RATED GWB CHASE PARTITION TO CEILING 0 WEAPONS SET-2 CHIEF _ ' STORAGE /3591,01 INSPECTORI Ll _ - 70 2-HOUR FIRE RATED IGWB PARTITION fl 25Y ; ; Q - - - ® 1-HOUR FIRE RATED GWB PARTITION 1 / w P� V J 3 TYp 13 SEA -2 SET-2 NOTED; SCALE OF SYMBOLS VARIES BASED ON SCALE OF DRAWING, I /3591.01 /3591,01 , . . W/4014 W/ 4014 II EXIST. SET-15 10 10 P.. , - t�3 CL SER 1 .CLOSER T_ CLERICAL G tLL FEC 3591,01 I I 1 1 K E i / PAT - - - - - [SEARCH 1lI..;ID „,, OFFICE WN SUPERVISORENFORCEMENT ' C,E,T. 21 � SEARCH MECHLOOR BA�S WALLS® 1 UI I I 1111 1 1 , 144 OFFICER OFFICE :I CASHIER Roots #1 ` OOM #2 14 3 2BY 1461147 ROOM 18 3 p 3 B Y 13 FEC I 1, QUARRY TILE A. QUARRY TILE Z. EXISTING 1, PAINT ALL EXPOSED -- r 2BY 1 2BY - - - - - p1 �,T METALS SURFACES - -- X9 1 - ------ -- --------------- -- --' -=- -- - - - - --- --- - (� 2. CARPET - B.VINYL` Y. PAINTED GWB RECEPT - I OF STAIR SYSTEM STORAGE 142 r ; STORAGE G1 3, RESILIENT TILE (V,C,T,) C. NONE X. PAINT ED CONC,/GONG. BLOCK 142 aB 2BY /359101 17 Gt tsa - 4, SEALED CONCRETE D, PROVIDED UNDER W. EPDXY PAINTED GWB CUSTOMS R _ _ _ .......... - SEPARATE CONTRACT - - GENERAL OFFICE SET-2 S 5. PROVIDED UNDER V. EXPOSED BLOCK --- E E OSE ' 0 o A /3591,01 20 SEPARATE CONTRACT W/ 4014 It FYPf1�Ffl MFTAI R1111 l�Tt`Ir' D ATE 6'1-g5 7 •. e-:' 0 0 , 5 E c1 B BEAM AEON SUPPORT R. A m I: z , 4-3 2 1-11 still' U a a SEALANT CONT, FLAG NOTE m Q- O-- % SLOPED TOP - - - --- -- - --� -� '�. • ❑1 METAL LOCKER SEE DETAIL FOR SIZE, ❑2 SEE SHEET A-•7 FOR TOILET ACCESSORIES l ;! TA-12 03 CONTINUE SHAFTWALL SYSTEM TO METAL SIDING TA-12 TA- TA-8 TA-3 ® CONTINUE SHAFTWALL SYSTEM TO COLUMN MEN WOMEN - 1 o TA-1 1 I 1 TA-3 ' / 't ❑5 PLUMBING EQUIPMENT- SEE PLUMBING DWG'S, O'11 0 �q2� 8-4II �� TA-10 h TA-1 1 © RELOCATE EXISTING ACCESSORIES TO EXTENT POSSIBLE TA-2 h FROM SIMILAR SPACES MOUNT WHERE SHOWN & AT TA-2 _ TA- T — z i SCHEDULED HEIGHTS TA-1 _ ,Q 07 5/811 GWB ON 3-5/811 METAL STUDS @ 2411 c/c, TO -- - TA-1�, WALL CONSTRUCTION FOLLOW PROFILE OF ESCALATOR SHROUD TA-2 / VARIES - Q IT?TA-1 0 -�� O X ;. / ® 5' 5-3/411 BASED ON BASIS OF DESIGN ESCALATOR T ' TA TA-1 I l / WOMEN I' MEN TA-3 r— w DOUBLE TIER 09 5/811 GWB ON 3-5/811 METAL STUDS @ 24" c/c, _ n I j LOCKERS 12" W TA-1 �1 Cr ,r a SIDING 012 TA-7o10" 0 142C TA-8 TA-12 IL X 21 DEEP 10 ENCLOSE COLUMN WITH N / h - Q o 11 24" HANDRAIL EXTENSION TA-3 TA_8 / 02 6" PIPE COLUMN BOLLARD CONC, FILLED TA-12 Z h ©3 Lu DOWNSPOUT � hCONIC LOCKER 14 WARP SLAB TO BLDG. FIN, FLR, FLUSH / BASE BY G,C, 2 X 6 P.T. BEVELED 15 PIPE GUARD RAIL - SIMILAR TO 3/A14 - BY CONVEYOR INSTALLER 'ROOMS 142� $� 14�2� [� z w OD GROUND REsTROOMS 011 & 012 RES 2 w n FULL LENGTH © BAGGAGE CONVEYOR O.F•C,I, o / OF RECESS �7 DRAFT CURTAIN AND MOTOR OPERATED OVERHEAD DOOR BY 1/4" = 1-0A3,2 A4 A3�IA4 Q� / CONVEYOR MFR/INSTALLER - G.C. TO PROVIDE OPENING AND ROOMS 1 1SIMILAR ROOMS 14� 2 A, 14 2 D SIMILAR i u� / h COORDINATE SIZE AND BLOCKING AROUND TO RECIEVE DOOR ti `o 1 / h FRAME ASSEMBLY. PROVIDE N.O./N,C• AUXILLARY CONTACTS SCHEDULED FOR REMOTE SECURITY ANNUNCIATION OF ALL BAGGAGE ¢ cv / BASE ACCESS DOORS SEE ELECT, DWG'S, , CARPET ON 3/4 FIRE RETARDANT PLYWOOD, BOTH BY G,C, TA-9 ioe, k 0 2' OR AS RECOMMENDED BY TA-5x6"-0°L TA-14 •7-rCOCKER MFR. ` I ° o TA_9 a o o D '-10° 6'-3" 811 5' TA-5x6'-0°L — O ° •` TA-13 Q 2 v TA I I -�` - �I TA-10 4'-4" 4'-6° �] > cN a `�' �/ [� °�' MEN x; ITA-15/16 - 4'-611 4'-4° `v o °° I , 'i W rn 1 1 1 LOCKER 1 A I TA-3 I ?`'' TA-4':" TA-2 J T 6 137 I _ o TA-1 o CI !° ° D FD 'I< ® o rnV� 1 TA-4- 7. NOT TO SCALE N d I i - TA-13 O TA-1 _ TA-2 o TA-14 Ll- ¢ LL y .., �� TA-2 _ �` h _I W U. N I W � h" 1.. �— A-10 — �- CL z - r--r r "a -' n w 1 W O M E N I- L11 m a m E o - - MEN r 17 © (,) D n= U m TA-2 - - �A 1 TA-1 P _ 6 17 2 '� A-3 y - - - - - - - - „ I ❑ TA-3 T T = - Lo m ro t r - TA-12 _ o I' _j TA-10 TA-12TA-2 A-2 '-92'-8-8° 3'-8° 5'-611 3'-811 4'-811 2'-841-g6'-011 1_0' 16'-011 4a i I I I F � N FDT TA ::. I TA-15/16 u' '( I C TA-8 TA-1 TA 1 Lo co TA-2 TA-12 ; _ TA-8 - - - - - - %' LC , TA-10i - - - - - - - - - - - n _ u :. 6 -3 8 5 1' :>� ..: � k 4 ; £ f.,< 11, 3 k is l W 4 ^1 t f. C.> k gg {,,. Z •:k 9: M „S { .l`� 6.. '! �` :Z I �. ..a a- I i t �5 "a� I I > z A �o © WOMEN TA-14 ...: I - I— TT=r=13 9 I W I z TA-9 TA-5x6'-011L - TA-6 ` TA-4 RESTROOMS 171 & 172 11! RELOCATE VANITY /TYP, 5 1/411 = 11-01' A3,1 A4 Q C ; RES`iROOMS 137 & 139 4 1/411= 11-011 A3,1 A4 XP.7 XN.8 C 1 C2.4 C2.5 C3 C4 C5 ' 1.i S 2 S-2 t2 I o o 1110 I _ I _ -T MT MT I i J - O � O O C123 10 5 10 5'f\ cj 2 ■ v/ / :1: - STORAGE 123 MT vu 1/2 DOOR LOUVER CONFIRM W/ W/ FD & FUSIBLE 123 �.. CONVEYOR MFR. LINK A 2 a ,`F,., j i 12e ESCALATOR' 4 4 EQUIPMENT w4 _ ;:., 4 . APHIS - ` t35 o ELEVATOR 12 5 _ ' CORRIDOR � O ; 8 4 MT US- STORAGE EQUIPMENT 4 C 118-0135 126 % �- 28Y ��"' 51 TYP: 4 B Y 4 ¢ Z i \ U I (I (LJJLL ! Lu I wo w :r--- I� _-_Il_- LL i;4 - I-17 - n - ®.. ® A. i 1 ! I �Iw ri o —--- 13 I ' 0C) II i II I I;;�-;- I F A3A22LL = of o = I,_ _ I; --III---].. A.: S I M _ — - t 4 St-B �II UP MT I 1 iil----+lli I I p I 7A26 b P 2 r;;�---- ' - s-2 A CJ� . { -----� I ' 100'-011 A4 Al2 - TOP OF SLAB SLOPED GWB STAIR 1 S g— I I i u ` ---- n 1_ n i n SOFFIT ABOVE MT I 7 4 5 5 3/4 6 8 5 5 3/4 - '�- °c.=- .� K F-71T SECURED 1' 4'I BAGGAGE FEC 4 I STORAGE WAITING: 51-A P 2:.::x XL.1 XM XN ROOF -ABOVE X I I 134 127 _ 4 B Y A4 A13 �--------------------------------- -� ELEV 100'-0°� S 8 t27 o ELEV 100'-811 I 1 0— 100'-011 17 TYR III 11 FIN FLOOR FIN FLOOR SI A 2 I z z I TOP OF SLAB 0 o �c q _ II I I I-8 MATCHLINE MT O SEE SHEET A-3,2 t 1 DATE - 95 lIF// 18 1 \ ODESIGNED BY L ADT T R I DRAWN BY ipm CHECKED BY II I II II I II II I II II I II I II I II II I II II I II I ADT CAD CODE I PARTIAL FIRST FLOOR PLAN 3652,02\A-4 NPROJECT NO. 1/8u - 11_0i1 3652,01 ENLARGED RES LAN ROOM , \ayty, �:. r.. ��rr;aos.. -� ��..<;<y y�nk<' ;r1�' },�' � �,�a <`.� - , � ., .,o �,,, k, ,�...�•s,.; :. k�:>.`�� W DRAWING NO *1'-011 -NOTE; . j CLOUDS DENOTE REVISION FROM CONCOURSE REVISION OF 5/1/95yx`.,. z A I I 1/411 A3 A4 pREVIdlSLY ON SHEET A-7 ROOMS 123 12�elk ,a :;> h,,.��. ��. „y�;:,:�.. .N <, r,«w-r�... >, ,.<y�,<,,. �' ... t SHEET OF ;w : r 9 0 11 s 3 _ 1 i 19'-01, 2 5 — -- - - — -- -- -- -- -- - - m - -- m TYPICAL �- FLAG NOTES (� _ -- -- - -- -- - - --_--� - - - _- m PROVIDE 5/8' GWB ON 3�-5/811 METAL STUDS @ 24" IN FRONT � OF CMU WALL. rF t a J3A `! EXISTING METAL BUILDING PARAPET BELOW @ ELEVATIONS A5,1 A-11 TYPICAL A5 A21 SiIM, 118'-0", 120'-0", 1221-011, STEP IN EXISTING BUILDING PARAPET, 4 NEW COUNTER FLASHING BELOW, SEE WALL SECTION, E 5 DOWNSPOUT, 6 EXPANSION JOINT COVER IN FLOOR % SEE STRUCTURAL AND MECHANICAL DRAWINGS FOR EQUIPMENT PADS. Z 4 DN - $ 1-3/4°x6-1/8° ALUM FRAMING SYSTEM WITH STEEL REINFORCEMENT U) CARPET AS A22 TYP. AND 1/4" GLAZING. w STAIR 2 cc � 9 NOT USED ! - -_ - - - - - r "^ FEC- - °�-�- 10 REMOVE EXISTING PARAPET - - --I - - - -�-- - - - - - 11 PAWLING CO, TELESCOPING EXP, JOINT COVER GWD, FOR 111 JOINT 0 , D kb C LT 19 5 XP.7 1C1 r,. 4 .. 3 v 2 1 , Y � t- U Cl C-10 I C-11 I C12 FLAG NOTES PROVIDE 5/811 GWB ON 3-5/811 METAL STUDS @ 2411 IN ; C3 C4 C5 I FRONT OF SHAFT WALL ASSEMBLY AT DOOR SIDE ONLY, I i MATCH E 'A' _- _ f% DOWNSPOUT MATC INE 'A' PAINTED STEEL PIP, DRAIL/ UARDRAIL BELOW I S-4 4, 5/811 GW CLOSURE TO WALL FOLLOW ESCALATOR SHROUD SLOPE i3'-Ou 61-611ol Ao , TYP, ' S NOT USED ' 13'-81, 161.011 131-811 2 6 1-3/411x6- /811 ALUM, FRAMING SYSTEM WITH STEEL REINFO .CMENT I I _ I o ' 114' - g 11 ' {i1.,-GSA,1..,.....»�..,,,".....,,'"...M .,,,.."..` 2 _ - - 0 TEMPORARY SHAFTWALL SYSTEM ENCLOSING FUTURE ESCALATOR SPACE O OP OF SLAB ' i 8 END WB�CL»O ND- EXTEND DOWN TO FLOOR"~---~- W o Q a_ PAINTED STEEL PIPE GUARDRAIL POST SUPPORTED OFF STAIR w i HANDRAIL I Z C-7 C-g C_9 10 TO FACE OF BUILDING 41-911 TO GRID LINE BASED ON 1-1/211 i 2�Y 2BY 2BY SIDING 1-1/2 GIRT OUTSET o Q EXPANSION JOINT COVER IN FLOORLIA N OP OF SLAB 12 CENTER HANDRAIL -SEE STAIR SECTION VI" "' I >r Q 2 U � I, t �_j — 13 BRACE SHAFTWALL SYSTEM @ FLOOR LEVEL TERMINATE SHAFTWALL z @ UNDERSIDE OF STAIR STRINGER @ SEAL CONT, o GATE -3 ' ,+ U IL O f� I iO I O ' LL 111 A6 Al2 CL O 11f 1-pn ' I • D T P OF SLAB n �7LQ--C7A 8 C8A _ - - -I 6 17 6 17 6 1717 ��q AL=1Lu I O m U � GA'TE -5 OC m 0 a ro � W _j Q .� I W LL 0 —6 1 Z LU a o m e 2BY 5-�} 2BY o 2BY MT Z = c) ° N p I' _ � -fir c U� CL Lit (n 0 O N N p4A YP. C5A C6A Lo m c .o 617 � q I A t6 i I � N J a� S-4 A6 A6 TYP. _ 2 I YP, i TYP. � �0 � r, 6 17 c�2A7 FEC FEC .Lu I _ - I FEC 1 q t7 W fi I I - t I j C-1 �r�- C-2 C-3 0 I d. 2 r 271;411 o - � � Q C2f3 - ``� 6 17 A 116-0" I - '( OP OF SLAB I 7 3 i 9 » , I - I DN � DN � DN i I �ST7A'pp j`f} `gi g I n [�,17 ►Vf1 2 II Lj.-" 'I 1 O - III I�... (.J SIM. `! F A3 A22 I WWW d M ilr-r 2 A3 A13 �N 3'-411 III n ' li Q SIM, D,S; V v 1 III J it N o 1 ; co EMT - o K El - METAL BUILDING INSULATION - - _ -�- I ��i= STAIR 1 I„o„ T 12 , Ct2A `n I i i -�- W 4 4 C X 1 � FEC to 2 ____II Fo`° METAL SIDING , 1 1 IIL 1 1 0 _ t II i O w I SIM, I III --- �� (: SEALANT CONT, 1: 41rII I: �: I. GATE h METAL FLASHING TYP. ¢ IIIL-L- _ � A6 A6 w I jll I x = I[ 7 Jill m. ::. :�: m ..m .m., m _ q ,- LL FLEXIBLE PVC C12c I '� - - - II ;� - FLASHING MATERIAL I 2 16 EMT J.8 T. - — - -- - - - CONTIN TH 1 • I 2x8 P T WD PLATE U E W I q � i E ( � PIECE •DOWN BOTH JAMBS �' „ w: �..,.,...��m,.. mn�.-r,�.,�_�.�.. ��_- �,_..�. P 2 N. ». �,.I 1 METAL BLDG _ P� I I A4 Al2 ' 13 „ ` ' HEAD CHANNEL (..:.. A3 A9<.� PER 2x P,T, WD R- z A4 A1j3 1 SIM. 2 p g _ I' - -, :.GWB RETURN C'� ` T � �= _ 1 w —FE- i - _ �' FEC ,- 11'J 1 EXPANSION JOINT =j � 18 � $� . SYSTEM F�QUAL DOOR I , I i TO PAWLPNG CO, &FRAME 6 TELESCORING JT ... „� GWD FOR 4 JT. 0 1 2 » ». FLOOR PLATE ' PEMKO 200A (2-EA) FE G2o25 i , '�>...; 2 228A (1-EA) �- 11 I !�••, 193A (1-EA) WITH 1/811 C12a MECH.�ELEC. 2 SHIM PLATES I. A 17 ' '�' 201 I 0.03211 A!* M. FLASHING ' EDGE ANGLE K.S—�— - I - '- Y RUN UNDER SILL SET IN PER STRUCT. _ - - - - - - A - - , - - �T_.6_ - 114'-811 .MASTIC ....BY....G,C........._.-_............ ...-..._._............_........._...... ' f• I I' 3':: I 4 '1" > '. I l t l ::#:. 4<3- T 1 1, 1 1 3. I , i 3 C -12 DATE - rp _ ___ - . - FIREWALL TERMINATES I� \ /nnn CLOSURE 1 27-95 ct2o ON GRID LINE A3,2 Al2 A 17 ' ' \ 4i Lu Q DESLGNED BY L _ _ _ _ j �h ��< <' . < I, _EXTERIOR FLASHING METAL BLDG. ADT -... _ Q-ur- - - - FA3RICOTE MATERIAL GIRT DRAWN BY �I W \ BY BRIDGE MFR/INSTALLER = A.: 2 1 JPM { y I W I PACK WITH SAFING —METAL CHECKED BY .. SIDING MATERIAL ADT XQ XR \', j 311 CLEAR PER BRIDGE MFR,---I----r +- CAD CODE 3652,01\A-6 D SILL DETAIL � PROJECT NO. ) 3652,01 SECOND FLOOR PLAN -- CONCOURSE 1 1/2" = 1'-0u A6 A6 1/811 11-011 DRAVVING NO. k� r SHEET': OF - 9 9 9 9 • k 2 " 1 Y 2 r� r� TA-8 TA-4 TYP, . 321 DOOR 5'-101 ! p_ E TA-5x121-0"L, :a a ° CID� TA-2 TA-TA TA-1 TA-3 4 A7 A7 SIMILAR z> WOMEN TA-2 O o 10 2 TYP, TA-6 11 TA-9 ORAISED ' 21 61 LIP - Y 5' p" FD 71_g 71-211 8'-2u TA-14 TA-10 TYP- TA-9 TA-9 D TA-4 TYP. - Lo 21 61 MEN 51-011 4'-411 o f 214•11 51-911 EWC o '.£,:;cZ:t,.<�\•cb'i��vv�.'%3c:�xE<?.'*',o.uV..'�sti�'�' `k �...�f� ?c:Kcn.<s^ i>?�:a�tv 'O.�S�.i: �'.��a.,, O 0 TA-2 i 21-411 1 31-6' 1 4'-011 � �_-- 3'-511 111- 111 51-711 EWC tw.r<7 :i . + .•�. N TA-4 F t ( x' L ° Ta;-5 4-WOMEN ° TA-4 ° 204 _9 s TA-5x41-6"L TA-2/TYP 0 O MEN ° ° ° TA-10/TY , �k 0° o a TA-13 O O °O FD TA -2 ao FD oa >' TA-12 A-10 61_pu O 61_pu TA 12 r u� TA-3 TA-1 TA-2 TA-1 z TA-2 a TA TA-8 1 �< 1 1 TA-9 TA-6 TOILET 203A SEALANT CONT,� E. LAM, PLASTIC ON 3/411 PLYWOOD z LAM, PLASTIC ON 0 DELETE RAISED FRONT 3/411 PLYWOOD EDGE WHERE SHOWN / BACKSPLASH z Q ON PLAN 0 D_ cv - j w TOILET 21_g" ; co� cD — — z H 0 ~ I, H RIPPED z 2X4 FRAME PROVIDE WALL - w �o BLOCKING FOR KNEE w LAV,- (SEE FLOOR BRACE (TYP, I . PLAN FOR LOCATION & QUANTITY) W_.. I' � � Q 2X4 BRACING @ 11 S11 o z 0 O Lu W I 24 O,C, �-% LAM, PLASTIC ON o z EXPOSED SURFACES o o OF 3 LAYERS 3/411 Q LO PLYWOOD KNEE BRACE AT 3211 C/C. RESTROOMS 203A & 203D +' 3 VANITY DETAIL N �, �, - 1/4 = 1 •-0 A5,1 A7 q. 1 N 1u,11_pu A7 A7 a �, . D n. o° o EWC 0 0 e O � .�.. cc m 4.. TA-13 — o� A7 A7 TA-5x81-0"L I - —— n a._ o TA_1 RESTROOMS 202 & 204 2 SIMILAR TA-12 as ° A-2 1/411 11_011 A5.1 A7 o 0FD ° RAISED LIP-_(� 5'-1011 3211 DOOR 0 F_ -7TAF87 T 7 T 1 T 1— T —1— —1 RESTROOMS 102 & 103 1 1/411 ; 11_011 A3 A7 4 A7 A7 RAISED LIP ° no no 0 TA-8 -' ° ° O O A-2/TYP. TA-6' TA-4 TA-5x11'-0"L [ T 0 `~�-TA-9 16�-211 21'-7u TA-10/TYP,, 1 WOMEN ' 210 a - TA-10/TYP, TA-2/TYP. TA-12 T- \ A-3 �! FD I+ I TA-1 I' TOILET ACCESSORY SCHEDULE MARK ACCESSORY/MODEL NO. MFR. DEPTH OF MOUNTING HEIGHT RECESS B-6806,99x4211 1211 OFF BACK WALL TA-1 8-6806.99x36" 611 OFF SIDE WALL BOBRICK - 3311 TO TOP B-28407 SURFACE MOUNTED 1911 TO CENTER TA-2 MULTI -ROLL TOILET TISSUE BOBRICK - HOLDER TA-3 B-293 FRAME TILT MIRROR BOBRICK - 4011 TO BOTTOM 1811 x 3011 OF UNIT TA-4 - B-82265 LIQUID SOAP DISPENSER, DECK MOUNTED BOBRICK - COUNTER 13-290 3611 HIGH, FRAMED TA-5 MIRROR, SEE DRAWINGS FOR BOBRICK - 4011 TO BOTTOM LENGTH TA-6 B-35007 RECESSED SANITARY NAPKIN/TAMPON VENDOR BOBRICK 411 4'-0" TO COIN SLOT TA-7 8-239 x 34 MOP/BROOM HOLDER BOBRICK - 5'-0" TO TOP OF UNIT 5-36907 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 13-35307 RECESSED MOUNTED SANITARY NAPKIN DISPOSAL BOBRICK 411 2'-611 TO TOP OF UNIT TA-11 5-68061.99 GRAB BAR 48" LONG BOBRICK - 3311 TO TOP TA-12 B-3067 RECESSED LIQUID SOAP DISPENSER BOBRICK 411 40" TO SPOUT TA-13 12" DEEP URINAL SCREEN TA-14 TOILET PARTITION TA-15 B-262 TOWEL DISPENSER BOBRICK SURFACE 4011 TO SLOT TA-16 B-279 WASTE RECEPT. BOBRICK SURFACE 30" TO TOP ® > N Cy) a Fa ®cc ¢ �_ O a - p� U W u- O O W W 1' LL a ¢ s LLz +- T z .� W ` w W Z W Z Z m m a° 0.2 � c O U 2 d a 1 W0 O.J U N ro Q • �/� N W V L �J co y� �-- J ,. W I®- e w = w UZ CC I: QI 1 0 07' m V. W Alk I 1 ,i V ® a c m 0 U) , �fA-1 a NOTE BOBRICK IS LISTED AS A BASIS OF DESIGN - OTHER MANUFACTURERS MEETING THE I I o A-2 R QU REMENTS ARE ACCEPTABLE, �^ cc I I O NOTE REFER TO 1/8" SCALE PLANS FOR NOTES REGARDING REUS 0 O O O O O O E F EXISTING ACCESSORIES, TA 1 0 0 0 0 0 0 0 w/ VJ W �r CL !' EWC i l a L.l.. �r :D LL II o 0 no c® h ® I II I TA-1 TA=3- I I TA-13 TA-2 0 , Wcc I I TA-12 FA .. .jc ; FD N i, t Q LL; I TA-2/TYP. TA-1 I ® C. MEN TA-8 0 51_811 _j 0 L... i ' _ 61-011 61-211 9'-411 1 i. � LL D 71_><.M I� 1 1 f a TA-9 ��^^ 0 Q Ul I I4 TA-9 io TA-4 TA-5x8'-0"L RAISED LIP.,�-- _j 1 rr I_ TA-8 ::> _ V Cc I 77-1 W 1 4 F t A7 A7 RESTROOMS 209 & 210 6 1/411 ; 11-011 G 0 0 a 6 i AT t I 'LLUTT ' S) ( T 10'-gu I I PATCH OPENING @ REMOVAL OF EXIST DOOR & FINISH TO MATCH ADJACENT FINISH STANDING SEAM METAL ROOF TO MATCH EXIST CANOPY FRAMING & PURLINS BY MTL BLDG MFR 111'-4" EAVE HEIGHT 0I '-I0S'HS . rN FT NOTE, FOR ALL OTHER NOTES ON THIS SECTION REFER TO SECTION E/A-10 CONC WALK -SEE CIVIL I DRAWINGS T,O, FOOTING SECTION THRU CANOPY 12) STANDING SEAM METAL ROOF -MATCH EXISTING T DECORATIVE T EIFS REVEAL EIFS ON CMU - METAL SIDING 0 G ELEV 135'-4" P OF CMU N N.5 I EXTERIOR ALUMINUM z � w SOUTH WINDOWS (FIXEDI 'L'CONC COLUNNS -APPLY ELEVATION EIFS BASE &FINISH COATS � SHADED WINDOWS INDICATE a � LL SEE SECTION F/A-10 � �-� SPANDREL GLASS -TYPICAL `n � FOR OPTION 7/411 HEAT STRENGTHENED C4 CERAMIC FRIT-COLOR TO o N � � BE SELECTED �'' 14 13 12 11 10 9I . 8I 7I 6I 5I 4 3 2I 1I C3 C2 C1 FRESH -AIR INTAKE LOUVERS BE 1OND a N� i @SOUTH SrD� OF STAIR TOWER ROOF (3Y DIVISION 73 CONTRACTOR) _CONCOURSE -IN SECTION � Z a " � p GUTTER & DOWNSPOUTS*N �Ti J111.11 11IM-Mm.1-mTrm-Fill 1111111 1TFFF1 111 11 IM11 III III 11111 11111-1111 111T11 III III FTT7:- nP �- u EXISITNG BUILDING � ��lillllll� II��IIIIIIIIIIIIIII�II'�hlllllllllllllllll�ll� � � � I - - I � cc �I I ELEV 114'-g° PAINTED GALV STL GUARDRAIL A � �� A �� i'" l�f-�U hdV I �O: � ® � METAL ROOF PANELS /� /�LL WALL LOUVER --SEE MECHANICAL DRAWINGS CONT GUTTER __ _ C'i u��ii iFTi�111-= �� 10010 REF, I I I.�I�I 114'-0" FIN FLOOR DEFS T 0 LOUVER 41�ELEV � IL z 18 17 16 15 CONT G �TTE I I I iMilli Wllllllllll)I Illlilllligll u�� III I —TOP OF 4-HOUR CMU WALL BEYOND ELEV 136'-�011 TOP OF CMU Q P Q.5 P.5 I I I S / \ DS AACTAI (ITn7NIf� vvvlvvvvnv�.. �vl vie 0 a 0 0 5 , i Y S FIXED ALUM WINDOW SYSTEM W\ S SHIM AS REQUIRED U • CONT SEALANT BEAD EACH SIDE 0 BACKER ROD &SEALANT m Y` SHIM AS REQUIRED S'' i CONT METAL FLASHING AS SHOWN CONT PT 2 x BLOCKING FACE OF STEEL FRAME AND GIRTS ELEV 118'--10" f . `; CONT METAL FLASHING AS SHOWN CONT PT 2 x BLOCKING BOT OF WINDOW FRAME 1 1/2" EIFS ON 5/8" SHEATHING BOARD - CONT METAL COUNTER FLASHING E STEEL GIRT CONT CLEAT W/ SEALANT 5/8" SHEATHING BOARD E SLOPE 1/4" PER FT 6�� MTL STUDS 24�, oc W/ 1 3/4" EXTERIOR GRADE PLYWOOD @ 5/8" MR GWB ON EXTERIOR MTL FLASHING BY ROOF PANEL MFR SIDE & FACED BATT INSUL EXTEND BUILT -UP -ROOF MEMBRANE BETWEEN STUDS BEHIND FLASHING &CLEAT 1 1/2" METAL FURRING ON STEEL GIRTS t — CONT PT WOOD CANT STANDING SEAM METAL CANOPY ROOF 0 12 ROOF PURLINS BY METAL w 6 BLDG MFR BUILT -UP -ROOF ON RIGID INSULATION j CANOPY ROOF PURLIN T STANDING SEAM METAL CONT PT 1X4 & 2x4 BLOCKING METAL ROOF PANELS, PURLINS, ROOF -MATCH EXISTING `S INSUL &ROOF FLASHING °�, `' METAL DECKING BY MTL BLDG MFR EAVE STRUT STEEL BEAM CONT GUTTER BY METAL BLDG MFR , BATT INSULATION ELEV 139 8 DETAIL � DETAIL SAVE HEIGHT FACE OF FRAME AND GIRTS 2 1 1/2" = 1'•-0" A-2A�10 P �, ��F_INISHSQF'FIT LEV 138'�4 EAVE STRUT Q CONT PT WOOD PLATE o u METAL ROOF PANELS 8" PURLINS & ' 1 1/2 METAL FURRING @ 24" oc ROOF INSUL BY MTL BLDG MFR EAVE TRIM W/ CONT CLEAT Q METAL ROOF PANELS, PURLINS, CONCEALED DOWNSPOUT BEYOND INSUL &ROOF FLASHING �i �i� CONNECTED TO PIPING BY DIVISION 15 ELEV 135'-8" BY MTL BLDG MFR EIFS W/1-1/2" INSUL ON 5/8" SHEATHING EAVE HEIGHT i BOARD ON MTL STUDS FRAMING -NOTE: FRAMING BY EIFS INSTALLER -TYP I EIFS W/1-1/2" ON 5/8" SHEATHING ON 6" MTL STUDS FRAMING BY EIFS ° v c _ - I STEEL BEAM BEYOND INSTALLER -ATTACH EIFS FRAMING "�' rn 4 Q N TO EAVE STRUT & GIRT >CL ELEV 133'-0" v wco FINISH SOFFIT STEEL GIRT ® � Q o 1 HOUR ROOF ASSEMBLY; O Q o U c (2) LAYERS 5/8" TYPE "X" J m CSC (� °' ro GWB ON 7/8" HAT CHANNELS � � �, @ 24" oc ON SUSP 1-1/2° COLD- ELEV 131'-7" STEEL COLUMN (BEYOND) W/ ELEV 131'-7" UL ¢ �LL ROLLED CHANNELS @ 24" oc I 1I_4ii 9n FINISH SOFFIT SPRAYED FIRE -PROOFING FINISH SOFFIT w w o� m W CC z m i f F— w m CL k 1 I1FS W/1-1/2" ON 5/8" SHEATHING ON a FACED BATT INSUL / METAL FURRING BY EIFS U) � •9 m BY MTL BLDG MFR INSTALLER -ATTACH FURRING TO PURLINS O �' N STEEL GIRTS & WALL INSUL METAL COUNTER FLASHING W/ _ � � j y BY METAL BLDG MFR DEFS SOFFIT ON 5/8" SHEATHING CONT SEALANT BEAD Q BOARD ON SUSP METAL FRAMING BY ' EIFS INSTALLER METAL TRIM & FLASHING BY --� ROOF PANEL MFR .I I 3/4" EIFS FINISH ON EXPOSED END STANDING SEAM METAL ROOF STEEL FRAME BEYOND W/ OF CANOPY OVERHANG -TYPICAL @ �.. W �. SPRAYED FIREPROOFING \ ;. ALL EXPOSED CANOPY ENDS 12 CANOPY FRAMING BY MTL BLDG MFR 16 w \ CONT GUTTER BY MTL BLDG MFR SUSPENDED CEILING z REVEALS 4-SIDESmw �ZVE EV 125'-0 D ; I 5/8" GWB ON 3 5/811 1� HEIGHT. �p U MTL STUDS @ 24 oc J — — — — - — — — I METAL CAP FLASHING W/ I _W ' FIXED ALUM WINDOW , - �;_INISHSO'FFIT LEV 123'-" CONT { W/ SPANDREL GLASS CLEAT EA SIDE - ROOFING MEMBOFINGRANE C STEEL COLUMN BEYOND � � � � � ENCASEYW/I FURRED GWB I. 5/8" GWB ON 3 5/8" MTL UP BEHIND FLASHING W/ SPANDREFIXED ALUML WINDOW I C FASCIA. 3/4" EIFS ON 5/8" SHEATHING Q STUDS @ 24" oc UP TO 4° ABOVE CEILING 3/4" EXTERIOR GRADE I. o PLYWOOD i MTL STUD FRAMING BY EIFS INSTALLER i, 0 6" MTL STUDS @ 24" oc W/ PT WOOD CANT & CONT 3" WIDE SOFFIT VENT { 5/8" MOISTURE RESISTANT GWB BLOCKING I' ON EXTERIOR & FACED BATT I SOFFIT: DEFS ON 5/8" SHEATHING INSULATION BETWEEN STUDS 1'-;0'! BUILT-UP ROOF OVER 2 ON 1-1/2" MTL FURRING CHANNELS TAPEREDLPOLYISO INSUL A-10A-10 �� ETA DECKING i / � A � SEAL AROUND PENITRATIONS WITH 1 I I A-10 A-10 �` — I JOINT COMPOUND t ELEV 118'-0" — FINISH CAP TRIM - t. ELEV 116'-0" TOP OF SLAB '�' � .: ,.:. :; .a �.. •.'�. ,: ,.; . :; 'a' CONC FLOOR ON MTL N �` STANDING SEAM METAL ROOF DECK CANOPY FRAMING BY MTL BLDG MFR vl Ltl ® ;. 1 5/8 STUDS @ 10 oc • • ,; i i STEEL BEAMS -SEE I SUSP ACOUST TILE cc z CONT FIRE -STOP MATERIAL " PER FOOT. STRUCTURAL PLANS CEILING � 1'-2" SLOPE 1/2 �' \ • �' T � � @ SECOND FLOOR -TYPICAL 12 FIT END INTO 44 PIPELL ELEV 113'-6" FINISH SOFFIT � CONT GUTTER BY �- ELEV 112'-4" �^^ METAL BLDG MFR STEEL BEAM W/ 0 I EIFS W/1-1/2" INSUL SPRAYED FIRE -PROOFING i- ii I 5/8" GWB ON 3 5/8" METAL • ' ' ' � � I � . B ELEV 111'-0" — - - STUD FRAMING @ 24" oc I I ELEV 111 4 OF MECH DIFFUSES I. I STEEL COLUMN (BEYOND) W/ WALL DIFFUSER -SEE I SPRAYED FIRE -PROOFING EAVE HEIGHT B T , MECHANICAL DRAWINGS I I i 3/4' DEEP EIFS REVEALS -WIDTH - - I - 110'-0" . '� � • •. � " .. � ---------- — ELEV i ELEV 109 -4 I _ jAS DIMENSIONED FACED GATT INSULATION FINISH SOFFIT BOT FIN BULKHEAD ATTACHED TO FURRING x I � I i ii EIFS W/3/4 INSUL ON 5/8 SHEATHING CHANNELS -BY METAL SUSP ACOUST TILE ELEV 109 -8 ON MTL STUD FRAMING BY EIFS INSTALLER BUILDING MFR �� EIFS W/3/4 INSUL CEILING DOWN LIGHTS BEYOND -SEE I I ON STUD FRAMING ELECTRICAL DRAWINGS I SUSP ACOUSTICAL TILE CEILING METAL STUD FRAMING I U i BY EIFS INSTALLER x CONT 3" WIDE SOFFIT VENT. FIXED ALUM WINDOW I. �� REVEALS 4-SIDES DEF SOP IT ON 5/8 SHEATHING FURRED COLUMN FURRED ROUND COLUMN BEYOND I BEYOND REVEALS 3-SIDES I' GWB STOOL ' SCHEDULED BASE I " • I i EIFS W/1-1/211 INSUL ON 8 CMU W/ HORIZ REINF @ 16" ; 11j-011� SOFFIT; DEFS ON I ` 5/8" SHEATHING ON 1-1/2" x f 21-6" MTL FURRING CHANNELS _. II BY EIFS INSTALLER CONC COLUMN AROUND I I STEEL COLUMN -FINISH x W/ EIFS BASE & FINISH I COATS C 2 LAYERS 6x6-W1,4xW1,4 rid J a 11 a 0 12 a ,, .,:. - - -- - - - - , ' , ,. • , 5 4 . 3 , 2 1 Qo� X11 10. X10 U Q 1 ;� , . . Qf1N!.I m�M �1"0ANS1_-I.., I611."1t1N 4�"�,%1,..1Ao1'I,.-wo.1,1. - I.I_A4t, I.1I--1F1:1!M 1...191`,�21-�,q..h�1.- 111.%1%V,,..4-.,1 ,i1I�:1.\1.11kl.-II*-go iVL �` �'w�l..i . "1.1., 1.-� .11 _1101V1. -", ,%,,I�1%%I pA "-""r, a \�,,,l11 ` , J :,,,-1 ,iI_j,�. I -"I -r. - - :: __ 0I. I .-�-II.I� � - �1-11111I 111i�� 1"I. . ,II��I�Il...11: �;e:� �," k1' ',=-p-'l. 0: �IIII LI ,t,Iff.iI�.III1 '*Ii.1_-.t,.11�� 11 4"l :-,,.'g,�:KIIl�� .�1��1"e II c-r 0_lr00I.I t ,,��t,c ,j.m.) V.-_.-��.. ,,,� ), I�,.--.) j�1� r .,S j,,I,-.-. I . .._,.. _I , I �, �L. II I� � I L,,c�-�II 1�I II ,�1I1�I I 1� 1III .._ 1. ,1 " 1_ II "_� I. 3/4 EIFS ON CMU m j } .. 10'-7 1/2" 2'-0 1/2" II -- - 1 `� _ CONT MTL CAP FLASHING 8" CMU (4-HOUR RATED) W/ - I W/ CONT CLEAT EACH SIDE HORIZ JOINT REINF @ 811 oc - I- II CONT SEALANT - - 122 0 T.O: STEEL r I SLOPED P,T, WOOD NAILER CONT. CONT CHANNEL FASTENED TO _ - _ METAL COUNTER FLASHING 1 CMU @ 18 oc _ _ 5/811 SHEATHING OVER 411 18 GA MTL, STUDS 5/811 EXT PLYWOOD. SHEATHING n DIRECT EXTERIOR FINISH SYSTEM (DEFS): :I . CONT EXPANSION JOINT FLASHING SEPARATE DISSIMILAR MATERIALS MTL TRIM AND PRE -MOLDED E I _ - 118'-6" CLOSURE BY BLDG MFR CONT FLASHING FASTENED TO TOP , • - WITH A HEAVY MASTIC COATING EAVE HEIGHT HIGHEST OF EXISTING PARAPET WALL @ 181oc S E - - I t _ ------ . MTL COUNTER FLASHING AND p n • - - : - MTL TRIM AND PRE -MOLDED CLOSURE ; F CONT SEALANT I ' `� CROS FRAMING AS REQUIRED FOR SUS CLG . w EXISTING CAP FLASHING - - 5/811 SHEATHING WITHOUT FINISH I z � EXISTING PARAPET WALL I -_ STANDING SEAM METAL ROOF PANELS EXISTING METAL ROOF.: - ; «. .�;, ; , EAVE STRUT &CLIP ANGLE BY BLDG• MFR• w �M 1 < p CANOPY FRAMING BY MTL. BLDG. MFR. I- i a �, : Q W ' Wa>« CONT GUTTER BY MTL, BLDG. MFR• EAV STRUT ' 3" SQ• DISHCHARGE INTO ENCASED i>,F RAINWATER LEADER ll- 1 1/2" - 1-0" A-11 A-11 ;: ,z I ' _' ',, _ X 1 1 '`3^4: ALUM REVEAL MOLDING R13 INSULATION ., L.<.1 I R19 INSULATION w ul a. _ @ CLG, (TYP•) ¢ ®' ', , "' , D t6 . `^ 4. 110'-211 � N ,; ::.n P.T. 2 x8 WD PLATE _ 1_1/2u W/ 1/211 x 1011 ANCHOR BOLTS 3211 O,C. 1 - Q r .° FACE OF GIRT FACE OF FRAME ;e„� ;� B4O. STEE A� " ""` .. � 411 18 GA DEFS FRAMING SUSPENDED ACOUS• CEILING 1 `* -ni 6r WALL GIRT BY BLDG MFR METAL ROOF PANELS' ; METAL ROOF PANELS, PURLINS, 'I CONT 3" WIDE SOFFIT VENT i 5/8" GWB OVER 1-1/2" MTL 411 81, PURLINS & ROOF INSUL 3 ELEV VANES FRAME &ROOF INSUL BY � .. DEFS ON 7/811 FURRING FURRING CHANNELS D 1� BY MTL BLDG MFR W, '; f CHANNELS AT 161•-On O;C. DEFS � j D METAL BUILDING MANF ^ �� SEE ROOF PLAN ` 107'-6 1/2" FURRED COLUMN BEYOND EAVE STRUT 1 6;"� T.O. DOOR 'FRAME II II ! ( z Q U o .r <.< a k a DBL P.T. BLOCKING W/ 5/811 SEALANT CONT BOTH SIDES � SLOPE 1/2 PER FOOT• FIT r_ II , u �� ` ::, `' Q I1 I 41I %h PLYWOOD SHEATHING ® > cN L .`` METAL GUTTER , END INTO 4 0 PIPE _ W ELEV VANES 4 J '' ELEV 131-0 1%4" 2 6 0 I_ it vJ :< o v , EAVE HEIGHT }a - --=_ AUTOMATED ENTRANCE SYSTEM op 2 k 1 HOUR ROOF/CEILING ASSEMBLY: <�:`s _ W o 9� ` (2) LAYERS 5/8" TYPE uXu , - Z o ro GWB ON 7/8" HAT CHA ~' ll1 Z W cn o m NNELS Z k: 5 U METAL SIDING - @ 2411 oc ON SUSP COLD- 'E SEE SECTION E/A-10 FOR 1 FURRED STL TUBE COLUMN BEYOND �' (n co D 6 u �^ - - - - A STEEL FRAME (FIREPROOFED) = ROLLED CHANNELS @ 24 oc 11 11' I w v! -� m . ; COLUMN CONSTRUCTION O N SEE STRUCTURAL DWGS L6x4x5/16 LLHxO'-8'! @ 6'-0" O.G• -j a STEEL GIRT � < uo m o I _ - I XK t N W m N 3. a: II II .. III II CLOSURE STRIP . W/ 9/16 DIA x 2 VERT SLOTS 4 PVC PIPE RAINLEADER BY DIV 15. SEE CIVIL 0 & TRIM BY MTL I. .................:...:... .........:. r ,� _ - W/ (2) 1/2 DIA EXP. ANCHORS l k� F i ",.we 1 DWGS FOR CONTINUATION BUILDING MFR 1 HOUR ROOF/CIEILING ASSEMBLY: .4 - - (3 1/211 MIN EMBED) I- _j (2) LAYERS 5/8 TYPE X M _ rs` W/ FINGER TIGHT NUT & LOCKNUT I �. I U < 1 GWB ON 7/8 HAT CHANNELS @ 24" oc ON SUSP COLD- g EIFS W/ 3/4" INSUL, ON CMU-- I1 W �' W `a I II W 4-HOUR RATED 8 CMUTt �100-0. ROLLED CHANNELS @ 24" oc W/ CONT HORIZ JOINT A �. TOP OF SLAB REINF @ 1611 oc VERT £�. , W a\ SUSPENDED CEILING _ = FULLY GROUTED - - - 97 8 :e b L! Ef^x - DOWNSPOUT FURRED COLUMN BEYOND _ '` FSA, SEE FDN SCHEDULE T•0• FOOTING • �• BEYOND ("' - A-11 A-11t ON DWG S-2.1 _:� r+' 1 w V _' EXISTING METAL , ..�1"..I �1 I.�..I� -�I' . . .II :.I I .-II ,I1, I �1 III . I I, 1� .II .I.I . I �.1-. �II.I 1� . . I1.I.I � I7�. ,I�. II ,� ,.1�,11,,II,�.1.� 1 . �I-� I. .r :" �-It. g;, l, -"-�I.'%.....'.I ... ..D...-_.._�1. -,,��."�i" ',\.��,�._�I�L��A�-�_.�.N�.�O_:zff,��._. a.Iw p.G11 � .I..,,,.b�L.M.I.,�. ..�,..*. :IrII�%.1.�.?.m. .,1,\1I %.,1�XXxxxi.1_....... .11_*----�--_---- ---=.-_I..::..*.l.. : ....- -,I . .. .11......,- .��..�"., .. � , �_�:,.l�j..l...l'-&iz;.�.i,1,:�I<"fi.;!lx,"1Ul*,.: .val�,l,. lA %�"l.,,�..�-.Q.x:vI 1NI 1,i,i.��,l� . .� . ".%..l1I 0.1� �.kN- N p O � W I 1 A;$y.;q.' g�.�y,', . ROOF I - I i e ELEV VARIES I- - - -OPi Q- s, W x,.'h,'-.!;*"�pI'.NIII-�.9 I.l1,, l1I � .11,I I I. -I"II I11�'I,l..<N.:,, t��,�I ..._-�',�"..l.�.....�z. - S". _",, I.� .�. .: .*I.�-I�-.tE-i.lI-. ,,�,'I.l \I I.1 �.,,.' 1;. - ,,-4..� I,1e\%� "_,aa. o,_,._..�_., .�. . -I , . I -I.\ ..� I - .I., : I1 �.IIII.6Tv.- _-l.1�I1�,.3. 1. -._IIIIIIIII�IIIIIII1I _� III � ,.� ., o,.,I. .l 1,.11..., - WALL SECTION H2 u 1 (� I �� - TOP 0� EXIST PARAPET �� . a T r - Ii 1 FIXED ALUM / �. A-3,2 A-11 WINDOW BAND - - - - - a W �.: _ 1% �4 .. i - t :, \\ jai r �,✓ "CO:�' s :' 4 I `� 1; _ ,0c> �a°Cia`;u::: t" $.^`3 $ ` V� X 1 1 is':� " "'T �:,� '".as.n - a� s., `^4 i` tea' -`^ ce,.;,`...*,>.�:`�,§ae1 ^re �z�' �� { -I , ` ;,�3 s : y"+4c r;°: e :s`x's: �..w^.m '�s y �1 �'f x^3' +b`S i, `` ax a meg'3'<�2.c.�:.n's„4e - ' - i ,:fzC "�. fe. 1l1. CLOSURE STRIP 4 W � � � ` ��:m EXIST STEEL r' FOR CONTINUA IION .,.�,. END WALL FRAME SEE SECTION H Wk & TRIM BY MTL - -.., BUILDING MFR I 8" CMU E I n _ .1 4-HOUR FIRE WALL - STEEL BEAM W/ SPRAYED ' I, a �__ - �l _ \�3 s" ' = FIREPROOFING �L:: L__ ( 1 ELEV 116 0 = kk 3 O _ " Q•.. ,•♦.,,..... ,. : .:♦ 4♦ d' !I -♦.a'I J...aa i ♦ �+:'l.^ i �1._ a,f. •, J ea , c 3 EXIST METAL SIDING & EXIST METAL SIDING & TOP 0� SLAB r- a+ -- :. g.., STEEL GIRTS FROM 12'-4n .. - `�. :.,..., '' STEEL GIRTS FROM 12'-4n .• _ ::,:,;A P� AFF UP TO REMAIN ,_ n I_ a ue'> AFF UP TO REMAIN - Lox4x5/16 LLHxO 8 @ 6 0 0•C• A J, W/ 9/16 DIA x 2 VERT SLOTS (� " CONT FIRE -STOP z I W/ (2) 1/211 DIA EXP, ANCHORS � ` = .�.� - 3 1/211 MIN EMBED 3 a,. MATERIAL -TYP - - - \y, ( I - _ W/ FINGER TIGHT NUT & LOCKNUT � _ R N REMOVE EXIST METAL REMOVE EXIST METAL = € O � ""� I �` SIDING, STEEL GIRTS, SIDING STEEL GIRTS OVERHEAD DOOR METAL FURRING &GWB = STEEL STRUCTURE W/ SPRAYED METAL, FURRING &GWB - HOOD L STEEL BEAM W/ SPRAYED - FIREPROOFING . �_ _ , �J FIREPROOFING BELOW EXIST GIRT = BELOW EXIST GIRT = �, i CONFIRM REQUIRED �% I ' . @ 12 4 AFF @ 12'-4° AFF '- 11 �� CLEARANCE W/ DOOR MFR �, ' i _ . �� 11l - ELEV 111'-On w o U) j 1 I : SUSP CEILING �. Y STEEL COLUMN ENCASED I - - •' - uM a• - 9�3 - W/ METAL WALL PANELS I SUSPENDED CEILING I SUSPENDED CEILING .j O LLB B (BEYOND) I I _.1 B I BY METAL BUILDING MFR = ELEV 110'-0" LL ' V t. ` SUSP CEILING __ u X - " SOT OF SEAM DOUBLE 4 STRUCTURAL STUDS -� .� I I W/ 5/8" GWB FINISH ® �/y :: r n n PRECAST LINTEL (c :: 5/8 GWB ON 1 1/2 METAL FURRING I 5/8" GWB ON 1 1/2" METAL FURRING ^ 1 CHANNELS @ 2 2 • W/ #4 �' BAGGAGE MAKE-UP AREA, :.....i 1 411 °C .° ......t ) CHANNELS @HEAD, 1 ` S/8" GWB ON 1 1/2" METAL I ' STEEL COLUMN . (BEYOND) W/ 5/8" GWB ON METAL �� ,. 0 Yha, , I ;; 0' FURRING CHANNELS SPRAYED FIREPROOFING &ENCASED as FURRING CHANNELS FIRE DOOR JAMB @JAMB BEYOND I i ":,I-1--_iTT_t. ,..�. - ::. .. . .I..':".i. i1, . t. . .. .0. ,- . w` _�i..- - . .I.1a. )*-.I ._1I. II-.. .-_-.1.. ... ..'I,_1 -I-,*.�. .. : ..I - %, .. .. .. I . t� 0I.-m--------I.--Z-.--_---I�=�_----------w-------a------1-----�--------=--------- --------- I.1I1=,-4.I.. % ./.2.. ._._ � I .a=. ..... ... r III�II 11 �} '� @ 24" oc � I' W/ 5/811 GWB ON METAL FURRING �Fy TRACK BEYOND ' - - , UA w'� 1k,AM, rh. I . . . . .. I . IR�1 ��- I,,I,'-�/ .. -__ I -__A- __ - -. I ��IIIII�'I�II�IIIIII�I -IIII l t-\I':.::::.::.:.:.::.::::::::.:.::.:::::....:::::::::.:.:::.:::.::::::::.::.::::.::::.:.:::::::.1:::::II:::...:::::::::::::.:�1:.:::.:;.:.:..::.:.:::�,:1:::.e (4) 611� PIPE BOLLARDS SEE STRUCTURAL DWGIS, FOR ` I £\ �_ I FILLED W/ CONC @ EACH - I. HORTZ• & VERT• REINFORCING y,',�z COLUMN -TYPICAL - y` °:> I P I, d; m, "" `. a �x I �. ' u�=•,a �:.:: xM ' BASE AS SCHEDULEDY I* 1 I ,C`' X / I �` C. I - - y:� - I 4" CONC SLAB OVER h I u 4 CONC SLAB OVER ItIi :' i VAPOR BARRIER ON Y EXISTING SLAB •• • i EXISTING SLAB I VAPOR BARRIER ON E + n COMPACTED FILL I� "/ COMPACTED FILL , - �, Vl_ I ft.. .- . I. . . mm.:�, :.a� rII1II.III11III )'. \-..,,,�A: 1-*�.I\ ."._.M._ . 1 h. , <Q /\%.l�f� .. l"�" : I �� . 1.I I,�,,,F1,,1�A,11�1:.A�11 ,�Z,�%-\..�,.,` %� ItI��I .\m.:::::::::,::.::::.::.:.-..:.:":::...:::..I.::.::.::::..:::::.-..::::.:::::::.::-...\::.::.::::.:.:':::..::::.::::::::I:::,. Z. �. I 1 I. 1 -- d j3 -- . , :: ` Q. , ' •, ; K;f d - " d. a . ♦ j -'tDATE. .I \I, \.�.�.*.1�'..1:/ :�.I 1�1,: .,,4A", ,I,... d,-... .I.\_'*_�.--. _�.- .-I�-_-�,-I-� 1I. --w .N, .. -- I wIM-I,-.-I-- - �ix1�,t10� x. . :: , ♦ I I II I_I I I. FY u. I i _ w tI �-I:ip,01ft. . .m _�xI..,>_... .....1 1-27-95' d - - I ... ' . ♦ .. AL III -III .y : � r _ ' n _ _ _ _ _ _ III -III- :: :. .:; - - - - - emu..", - .h: ,,, ." �; :.. ;a - - E - - - - �eaC,r.,:.: ,.,. ; d ♦ _ rs ,,,. :� f ,e v .,i I III III y 1 I_I I I -III III -I I (_III -III- .e <� III I , k� �. . , - ;.:::, n F \::: _ -_ " -_ -i- N _M,; III II I _III-1 I =1 I II I I_I I I- -I I ITI I I-1 w. V _•u wn "e a s� ® ;4 - - - I I_I I I_I: T AST/JLs 1 _ _i I-1 11=1 I I I- �Ci -III-rl I-1 L I III -III ; �6i ;a. III III -III- .. s,�, � �- -I -1 1/2" EXPANSION I=11ITI CONC FOUNDATION -SEE r4 �$; V ,_ ' `` ,:.� DRAwry BY -III=� 1=III-III- N - >. II-II1-1I:11 I �: M A I-III-III-III=1 I `. �(/ .1..��1I 1.IM� 5�.::1..�1f�.1V41n�:"'%A,I,",11&.1I (I,,.0, %11�w, -"_klI 1��1I'1�Rt1.. ,, �,l � A:7A%�1 _, JOINT MATERIAL STRUCTURAL PLANS �£` .1 JLS A L - - - - J 0 ® v \ f p f ' � � CHECKED BY. . " I', .•. R„` VAPOR BARRIER 1 v . .,«:., v::° ..''z"f.,.,,,,,a,.w�<r��':` ` ;y, e <vp - €',g^yw ,r.,:s y e:`u� .g€ a - - a `£ ,.;k,w°a"' uw` • s , ". ,<�a'.`"a, *`s"`s �t""�' .^'�'`a."'�. >a - <1 off' e'ne £ e:e . i `� rw•:;z CAD CODE Ci'ION C`�IOi� C�TION H C�ION C`i'IOF Ci'IOI1 f6ff <�'_ a, aN: qf£5�� J �:, �i K <y, 3 6 5 2 01 \ A -11 f' I I� �I I_ �� .Z - �� I- �� \y \. tiw't`.5 VJ }a``�:,y�`o 1 2 - 1-0 A-3 A-11 1/2 - 1 0 A-3 A-11�: 1/2 - 1 0. A-3.2 A-11\�r,;:,,^;, n - I_ ii A-3 A-11 �;.•.,. ii e I " _ _ " _ 1_ ii / LLa _. Ai> 1/2 - 1 0 A 1/2 1 0 A 3:2 A 11 � 1/2 1 0 A-3 A-11 O. y,=" PROJECT N v n � ,:: . ..� 5•.:5 . �o; ,,,:. :a, yM., 9,1;;r,.. ,u%:%:;:� 5^*` ,,s : :a,., a'a„°, ; 7;a9 ,. gc`:= -,:<:>e ^: ;<. DRAWING NO. ;;;t;,"a , f `r,.oS'.:.: rtr`^�a - :N, i ,h - �.. C`�R�° , •F t h, >s. n;`::;� �� :,..m: „g;.. ^',"' g,^�.�;5.: .t '�'•.?�, 2 '�'.. �., .. .r.;%CG'�:';«3 `er rv��,2„�r., :�J .>:: ;.;� z,�: .ki,a'i'c'_ ..,%"> :2?, »yno , : ex, esy e..:. �., . : �.,n as °i ^ .: a,. ;I I `'�f .`�:��',``., Y :: �C,,, ,`: ;opl ,sc}iV �, ,tr ':"`x, ::ice' ...o> O� '<`w`..z,.w "v"�;,�,° `°w„\��.:.aw "*`��'<�`.. "n-..,:a:;i:.' `O`4:a, �,'£c`:.``.'a;,c \\:',: uv4. _ 1110 II I. • o _ ._ SHEET ' OF , ] 611� I 0 1 1 1 I I I I I 11 � � - _. L . I 11 1_. L L L I I I ' 1, I I I LL I L 1. I] x, I I L r I � I I", - � ,: Ij 5 ,• �- , . :,., 3 , ,; -" , 2 9 9 9 9 9 9 : 5 4t. , r ' < " u Y t- h 3 2 3 II 11 II m ` 1 211 CONC,'TOPPING W/ MIN MIN 6x6 - W14xW1.4 WWF _ @ 24 1 #4x3 II •. ry '-pl' " O.C, - IIII II I I II IIfIIII II I°I IIiI`; 3/411 DIA x 511 LGs. 1 E SHEAR STUD @ .2411 O,C. I I I I I I i I I I III III I I I I I I I I I E 611 NORMAL WEIGHT PRECAST HOLLOW CORE I .. w.,: SLAB Z STEEL BEAM, BY MTL _O ul BLDG MFR. z { a.. DETAIL ►- w. w FIREPROOFING� `� ;� 1 1/2n = 11_pll A-12 A-12 CDIL �.. w� z a 1S °'?" Lu "s• C 1 K.8 �� 2lu i1G 0_ ° 3Fv O11 {,U I , a, w ,.. u C 2 w METAL ROOF PANELS In METAL ROOFOPOANELSUL 3, ~" PURLINS & R F N .r; ' PURLINS & ROOF INSUL �- 4 BY MTL BLDG MFR 1 i 21 BY MTL BLDG MFR i DETAIL EAVE STRUT ALUM GUTTER & FLASHING METAL ROOF w 1 -01I - - BY MTL BLDG MFR BEYOND th ALUM GUTTER & FLASHING p f BY MTL BLDG MFR EAVE STRUT o „aAma aa� '"Gwr I II ELEV VARIES ELEV 132-0 EAVE HEIGHT Al TOP OF CMU *, (SEE ROOF PLAN) r ---�'- 8nxj211 MIN CONC BEAM. ® s•: c W/ (4) #5 CONY WITH (,� G- #3 STIRRUPS AT 12" O.C. ® O •° o v<,s, DOWNSPOUTS BY METAL I L6x4x5/16 LLHxO'-8" @ 61-011 O.C. o BUILDING MFR i __----------- ______�_____-_ Q ° A ��r: , I W/ 9/16" DIA x 211 VERT SLOTS (] > co L m z,K•• 1 — W/ (2) 1/2 DIA EXP. ANCHORS W rn m 'n• ,, EIFS W/3/4" INSUL ON CMU v v C'r �_a METAL BUILDING 'n py� A. ® w " r �4 off•; ,:• u - V J Ll. - T- rn :'< € 1 HOUR ROOF/CEILING ASI�MBLY: (3 1/2 MIN EMBED) Q INSULATION O o O cc,;) LAYERS 5/8n TYPE IIX" W/ FINGER TIGHT NUT & CC PARTIAL /�� a. GWB ON 7/8 HAT CHANNELS LOCK NUT " . m i� ARTIAL SECTION � �. ` STEEL GIRT � � V-. Q @ 24" oc ON SUSP COLD-y " ¢ sa W ¢ i• - > / ROLLED CHANNELS @ 24" o STEEL FRAME W � ,. ,x 1 7 1 6 :. A-3 A-11 LL CONT CLOSURE & TRIM W j m Q m W/ SPRAYED �. .. WRAP 1 HOUR ROOF ASS ` BLY FIREPROOFING 0 ROUND WINDOWS -TYP C� (,U Z Z m o .. �y€r� HOLD H,C• SLABS AROUND BEAMS (BEYOND NIN �3 3/411 OFF SIDING _ ro m 4 HOUR CMU FULLY GROUTED LL) U,) O � Y a FIX5, ALUM WINDOW FIRE -PROOFED STEEL G LUMN BEYOND W/ CONY HORIZ JOINTCL '� Lo co I iI SUSPENDED ACOUSTICAL TILE I REINF @ 1611 oc VERT ~ /y CV m c CEILING 1 rrry� c� s Or s3 �� .' V J �«\; I FIRE -PROOFED STEEL COLUMN BEYONDb. VJ 1 I VU r y II 5/8" GWB ON 1-1/2" MTL 2 A21 SUSPENDED ACOUSTICAL TI METAL BUILDING CEILING INSULATION PURRING CHANNELS. W _ >� STEEL GIRTS rYOND a @ 24 oc •N.STEEL GIRT �. n 1 8 TRIM, CLOSURELASHING PT BLOCKING @ WINDO HEAD, 'f N 1/4 m GALV STEEL PIPE JAMB &SILL -TYPICAL ' @WINDOW SILL ,. LE W RAIL @ TOP & BOTTOM W/ C 3/4110 PICKETS @ 4" oc METAL WALL CONCOURSECONCOURSE MECH/ELECT O PANELS 2" CONC TOPPING ON 611 NORMAL n•�Qbb � WEIGHT PRECAST CONCRETE HOLLOW ' STEEL GIRT w CORE SLABS (LIVE LOAD=100 PSF) 5/811 GWB ON 1 1/211 METAL 5/811 GWB ON 1 1/211 METAa�:ERRING DOWNSPOUTS BY METAL U 11 11 �, C FIREPROOFED STEEL FURRING CHANNELS @ 24 oc CHANNELS @ 24 oc BUILDING MFR fi .` BEAM BEYOND FIRESAFING I I Q CONT FIRE -STOP 1 1/4"� VERT POSTSki @ STEEL GIRTS I FURRED COLUMN POND II SCHEDULED BASE _ MATERIAL @ SECOND }6'-0" oc SET INTO GALV 2� FURRED COLUMN BEYOND FLOOR -TYPICAL POURED CONC ON METAL DECK :a 1! GROUT SOLID -CONY POURED CONC ON . t PIPE SLEEVE, : SCHEDULED BASE METAL DECK ISO 0 D II I_ !I� j..� a; - 16'-On FIREPRO SLOPE 1/4 /FT ELEV 116 O POURED CONC ON =.ETAL DECK ELEV 1 htIff ADJUSTABLE GALV PIPE COLUMN SYSTEM BY METAL n TOP OF SLAB s , a '�. TOP OF SLAB ° BUILDING MFR I I. 000000000 Q�tijwf O O O O O O O O O O I STAINLESS STEEL GUTTER s e''' METAL METAL ROOF PANELS, INSULATION - ELEV 1141-811� W/ FLASHING BY E . 4 , s BUILDING MFR ! ` & PURLINS BY MTL B�.LDG MFR TOP OF SLAB° I °' — 1 a I POURED CONC ON \, A - METAL ROOF PANELS �` EAVE FLASHING BY MTL FLASHING 13Y METAL METAL DECK I I PURLINS &ROOF INSUL r a BUILDING MFR BLDG MFR.? EACH - _I BY MTL BLDG MFR PIPE SUPPORT CONT FIRE-STOPoLATERIAL @ SECOND FL -TYPICAL Q ,rR 1_ !1 = _ STEEL BEAM W/ ' ELEV 112 0 s I _ = SPRAYED FIRE -PROOFING U^ r - _ I •�. _ 1 I_ 11 ) EAVE HEIGHT _ 1 2 GUTTER WIDTH i METAL GUTTER & — STEEL BEAM W/ DOWNSPOUTS BY SPRAYED FIREPROOFING STE ' BEAM W/ x6x 8 1_ " 1_ 11 �- ` MTL BLDG MFR a SPRAA D FIRE -PROOFING = W 9/1 11D A x211VERT SLOTS I C � CC U. SUSPENDED CEILING a s = COUNTER FLASHING W� 2 1/2" DIA EXP. ANCHORS I BY METAL BLDG ( I1 FIRESAFING w 1 MFR (3 1/2 MIN EMBED) CL STEkCOLUMN BEYOND = L/OCKI NUTR TIGHT NUT & I. ENa OBED W/ METAL SIDING �✓� METAL BLDG FRAME W/ 1 HOUR ROOF/CEILING ASSEMBLY: I ' C) � I i � f " r . SRAYED FIREPROOFING _�I• 811 MASONRY BOND BEAM { 8 MASONRY BOND BEAM G LAYERS 1 H TYPE NN - AT 4'-011 O,C. W/ (21 #4 CONT AT 4'-011 O.C. W/ (2) #4 CONT ' • GWB ON 7/8" HAT CHANNELS �o ( >� = � _ ., • I @ 2411 oc ON SUSP COLD- 5/811 GWB ON 3-5/811 .__I LL [3 ROLLED CHANNELS @ 2411 oc METAL STUDS @ 24" oc �' - EIFS W/3/4° INSUL ON CMU " I• L,1a, ;B METAL SIDING STEEL GIRTS '' : SECURED STEEL GIRT - I METAL BUILDING STEEL FRAME : , I BAGGAGE i W/ SPRAYED FIREPROOFING - .I STORAGE I : ' �-• BATT INSULATION s :g \ BY MTL BLDG MFR STORAGE STORAGE SECURITY - - I SECURITY 4 HOUR CMU FULLY L1.! WAITING :.. _ I1 CONC OLUMN FOUNDATION GROUTED W/ HORIZII I = #5 AT 24 O.C, E BEYOND -SEE FOUNDATION PLAN JOINT REINF AT 16 c = O,C, VERT. I _ I� #5 AT 2411 O.C.It Zu I SEALANT AND EXPANSION _ - j I JOINT MATERIAL I ELEV 100'-811 = TOP OF SLAB I I 1 ELEV 1001-011 REF E — — LEV 100'-0" ELEV 1001-01, 1 ° f .., • t• .�,. a ..�. . e .. .. • .� G.• 1 ,. ,.:: :�', Q'• d - :�: .a,. a..,., a III III III I I hI I I q'...� , TOP of SLAB _ � _ _ .. �a...•.:.'•.• ; TOP of SLAB III-IIIIIII I i-IIII I ... - _ = TOP of SLAB I I II I _ =1 - _ _IIIIII-I _ IIII-III- - - _ - - II Iil III - I_I _ IIIIII-III-III III- . _III -III -_I + • ; a� ° -I I 1=1 I 1=1 I' I -III -III -III -I I -I I �' • r°A I 1=1 I I-III=I I - •. b _ I IIIIII-III- .. �� _ _ _ .. i � � ....�..:.• - - � _ Y I II I -III -III III IIIIIII-III- I -I I II -I i ICI I I --III III I i - 1=1 11=1 11=1 I I 11 1 1=1 1 1 -= -I 1=1 -- -1 I I 11=1 I I- '=1 I 1 _ _ • � --- is III=1 1=1 1=� 1 1=1 1=1 1=1 ' I_i 1 1 I 1=� 1/2" EXP. JT, >` -1 I I III 1=1 11= 1 i I I I I 1 1 1 1 1=1 11=1 1 1- 1= I I 1 I 1 1 I I- 1 1 1 I 1-I 11 1 I 1=1 1=1 11=1 � 1=1 I l=1 I 1=1 I I III-IIIIII-I I' I -III I I -III.. _ _ _ _� �� ,, �� ; �� _� � �_� �- -,-II MATERIAL • -1 I I-1 11= I I I I 1 =111=1 11-I I Ill I-1 1 III III III i I=1 I I-1 I I=1 I=1 I I1 I=1 I=1 I I1 I I -III -I �-g " "� IIIIIIIII=III=III=III=III=III=III=III= DATE 'r :q 411 CONC SLAB OVER 1-27-95 fA'dm, VAPOR BARRIER ON DESIGNED BY ! ryCOMPACTED FILL a ` z• ti SECTION 1 w:. ,,.•'•.a ADT /J L S `vn,rsT' s 1 2" 1'-0" A 3 A 12 N411 < MEW / - X DRAWN BY S y v'a 3 g T'• �'yw•e , f"�"�z�� CHECKED BY " ., «; .� �f'� :•: r. ADT I CTION �SECTION� �, CAD CODE' �'.. ,N` II: I_ I _ !I I_ II _ 3652,01\A�-12 ,- I,• II 1 A-4 A 12 - A 3,2 A-12 1/2 1 0 A-3 A-12 `�° C(j�� 1/2 - 1 0 A-6 A-12 2�3� 1/2 - 1 0 1/2 1 0 II S! I O I 4\s y PROJECT NO. o� r d,a II _ 1_ 1! A-3 A-12 ns, IBM 3652,01 k llh 104 DRAWING NO. t(?.f�`3,Y a;y,Fa`bY„'�,3 `/'/�� i q. \: 3 ' 'O � '� W..x �.•: Y �.,,avr. @ Ys.. . _ SHEET OF OEM o . • s u 0 0 VJA II 9 N ,: .. - ,. , ' - ° l `: . j 4 5 3 2 1 1. A '' .i v� ' ., :..r N-g"`Y \ .C,#o tJ'' .��'L�" .>�, z. 3r'\�"''''. °`\��.:`>°\.a:il< ash L e�``:, Y i,1. - .'«..l . . ' � ' ,, ,. PRE-ENGINEERED MTL, U - { � 8'-011 I 14 TREADS @ 11" 12'-10'1 9'-011 ROOF SYSTEM & INSULATION BY MTL' J.8 STAIR N0.2 iy A I I 11 WIDTH 9'-0" BLDG MFR m_j o . , . 131-011 14 TREADS @ 1111 = 121-1011 12'-0'1 STAIR NO,3 -I. . - �: e WIDTH = 12'-011 I `�.� ". %LOOK STAIR WIDTH = OUTSIDE FACE OF STRINGER a :` - FOR SILL DETAIL T'0 OUTSIDE FACE OF STRINGE^ a, R �y` . uo .' , 0\1��< "t E.. C', y /. I ' 1 1/4" ID PIPE HANDRAIL 1-HR FIRE RATED ` CC 2u L 411 HT TOE BOARD.r - SCHEDULED LAY -IN GWB ROOF CEILING - .G � �6 1 1/411 ID PIPE POST CENTER RAILING: 2'-1011 HT CEILING ASSEMBLY E 1 3/411 DIA PICKETS @ 4" CiC MAX 2-EQ, SPACED INTERMEDIATE RAILS EXTEND TOP AND • BOTTOM 2411. 1 I 1 0 ' f� O , `b L I _tm � � � � � �/T�'l - - '__ 4�" - I_ i �.'Y 1161_011 o " W � . . . FLOOR1.1. a 1.. . . � L � �' � '- _'�N � ' " \ \ TI I . .7__ � ESCALATOR LOCATION u� i METAL GRATE DECKINGA CONTROL POINT Z �, _ K METAL GRATE TREADS - N ;..... . z." _ . _ - N "s- I v . � �.x 11 - SEALANT AND BACKER r,. - .., J �...,. , 1" NOSING, TYP 11 MAT'L CONT W n I _ i • In GLE ' FIXED METAL BEARING AT RN MFR.BY y, o 0 0 „ 2 o N NOSING PANELS u) . _ NOTE,..., HANDRAILS NOT SHOWN FOR CLARITY, u I ko w .. PREFAB EXTERIOR11 , SEE 1/A-14 FOR SIMILAR CONDITION __ STAIR SYSTEM WITH W HANDRAILS &GUARDRAILS w �, 10 7' - 9 1 / 2 u a<�o J. . ` I K � 0 7 p In �o N GWB ON MTL I I_ II LANDING I II STUDS 2 0 I �, 0 116 - O _ � r •• .tr • ... _ `v TOP OP CONC UPPER '• - �• � �� .� •�� . T �a I 11_' - , -'-'� - STAIR COLUMN BEYON �_ _ ESCALATOR �._. '\ � _ ;�� t" � BY STAIR MFR u WORKPOINT ,� �� i N L (ALL MATERIAL USED NP `n _ <.P a _ _ EXTERIOR SHALL BE " METAL GRATE CKING '� `K � MON, STAIR NO,1 SHOWN FOR REFERENCE.. k i ® 11 z � tz --� 28 EQUAL RISERS @ 6,57" EA = 15'_4 . D �� 1 GWB ON METAL ST'U U GALVANIZED) -7 �� !._- -. > .. 26 TREADS @ 1111 EA (W/ 111 .NOSING) & . aIff v . FRAMING -MATCH FIREPROOFING o O v , W X 6-0" LANDING r ESCALATOR SLOPE -�--- u, FIREPROOFED �� N 100 0- by _ 1_ II STL, BEAM BY MTL. ��" \ emu 1 :`L� .-. ,: 611 1111-0" 0 > co @, BLDG, MFR, � ____ \ >x . "o ate,>> -•� �- W a� _A ITOP OF FLOOR � � x �� I (� ,Q SEE CIVIL DWGS - `n ---' = o co C O o rn FOR RAMP GRADING ui � �T•�- o �r �' u .u�i>,\� . o: "> �zs`.U"g�• `��`'"; .exv; <c d e W I I I "`.,,�. •.... ... W V r—c> Ir" :� �::<``<\.,.oa„:°„�``,`xw�.,i.. ,a. .R>"vL °`�w�` ;..w \; s•a.�., \ & CONSTRUCTION11 a= .< \ ��.ir "� , ��. 99 -7 ASSUMED- . O 1 I m �.< e V.M a9� `" EDGE OF SLAB SUSPENDED CEILING lJ. O �• � t" �a 2\1% �n -FIELD VERIFY �. F W _j a � . :" !A . y. _ __- ,_ _ _ W LL L ' • 'r "s TOP OP PAVEMENT OF BEAM �� ww _W`�'` 1'-5" � z m 2'-0° x WIDTH OF STAIR + 1'-0° '.;. ;:' ��: S•S BAL S D ~ W ro a I.QEDGE OF BEAM 6 9 U TRA E ;a e w/ 3 #5 BOTT "...:............:.....:. F c :: I_ N � . UE (I ESCALATOR W � � (. " "1 (n D cr m V 1 �° rim m $°' k., TYP FOOTING 2'-0° 5Q x 1'-0° t",� r„�',"" �` �h. , hg "` DEEP w (3) #5 EW BOTT EQUIP. ROOM �� 7 (n U ro`` `�r�` v" ' : `� ' `�. �..1 ``�" ;'•`1bay,� o, _ LOs;:<. . �r .r y'� ' 1 2 5 ``• .. ,....,. o -11 :, STAIR `y ` STAINLESS STL INNER CV W 1 r' h� " `ti �J u TYP. SKIRT BY ESCALATOR r___,:,� .M. II b "...W.�1 � MFR < co � aA . - 5 1/4 � � 3/8°=1'-0° NOTE: STAIR 4 S MILAi A-2 A-13 I jn � ®> � � \� � , \ _ _., _ 2 SEALANT AND BACKER U N i � to��M :, MAT'L CONT $ 1/ 11 8'-5 3/8" 26'-6-11/16" �� 7'-2 1 2 I ' 6 6 /�, ;:.>: w t 4-_ a mar �.; . �c 30° f: r_ . .z 100'-811 _--- _ I U 11 14. - ., �V ' ° • , ..d : c ° a °. ..... „ ' ' d: °e : • ° A. ' ; � .`,.r �. � « 4 �"'.. o "".s`I.. wa:<L.'u . .: , \ t S ,,_ ,I TOP OF CONC. '•. coa ° ° °•: .: 130 8 �] ROOF INSULATION PURLINS%mgx a x'�s n L3x2x1/4 TOP OF BEAM ;I 1�.;;:`¢, 5/1v ALUM. PLATE COVER d- LOWER cn �,.;•; ;�: LLV @ 2'-0" o,c, ESCALATOR N I (� & SUPPORT F�AMING IS BY w _m w nq W/STIFFENERS & LIFT HOLES .J VAPOR BARRIER ItTAL BUILD NG MFI WORKPOINTcr)} +/- 41-21, W X 51-311 D *` @ STAIRS NO. 4 5 & o ` �� '� Y �- F � j r.. �,q" �`r I 1 2 da. CAST -IN -PLACE RUNGS- �' 7 b ..\Ca.?a,:o\. cC.�`:'k"• � :.:^.aY„c; w;:x`aa>e``ti.:sgk�„�a� > W`"n,'`ai .,,.. \ FSo .;s: ,r: 3 PLACES "":' � 1 s .. F sue" ��.:o �;yv.`>��: @ E ° U ;yX.v,"` CONC PIT WITH SLOPED `y;*� z \ ..:a .aa y: s>.. Jr \;c. ;-: r,,o \:: *�.`L L \\,'g .I `�,\� V \�:: ..'� C y' ' 30' Ou ; ;;. v FLOOR TO SUMP - SEE STRUCT DWG • SLOPE N; �� V . 0 STAIR N0. 1 & . IT d WATERPROOFING MEMBRANE & { SUMP BEYOND (18 X 18 X 24) X I �� PROTECTION BD, I I STAIR N0, 1& 4 n u n LANDING 13 TREAD @ 1111 = 11'-11° LANDING II /i m <:Y.> :.`«°. 11 /-- y �� WATERPROOFING v i MEMBRANE �,\.A � •r e>. f `''' � Cis"e: � ti �8� • F1. '°*"c; �, � .'''""` <`-,"';"`.`„ ' n;iia":,az�'' `` '` .;E, ,§i�' I 1 ..w Y ';3�'�. "`eci�L"�e >• vov� ?3�y, far.; r .raLr,L ` '. ]u``��:.,. ..:: e `,`F, xcw, SUB 5 L A B jZ'?,'zwa^` '`' ..'wspa, j0.Y`'` �.a.2: " °3i C y,•"' ca s'°'" 'hSt\„ .�,iskw. k �" y ``^7;`i3ioa �"':3"',.'2 \: , .`. ' vat`:: ' �c..,,.,.•. L — — — — — - " j L & , 111b U) �� L'.. 11� SUSPEND D CEILING`"i, L 10. 1 �. '- ON JIVI: ��i" , IN SECTIi . . I -) .)" 2 a ' UNPAGED FIBERGLASS BAITS I_ n 126 8 ?.. 3/811=11_oll 4' 126 On I.. � I !... 0- () I I I , I `, '; SUSP CEILING X:.:,`yLNh Y 2 3 2 F 28'-011 4a W . ,.:tin t STAIR NO. 5 & 6 _j II 8i_pn 11-r14" 8'-111 �, 8'-011 12 TREADS @ 11° 11'-011 7'-011 '`� LANDING a. STAIR N0, 5 & 6 I STAIR WIDTH = 7'-O" OUTSIDE FACE OF STRINGER 11 - LANDING 13 TREADS @ 1111 = 11'-1V' SEE FLOOR PLAN »< TO OUTSIDE FACE OF STRINGER _� !� "' h .MVO .��'k it mm z —11_11FOR SILL DETAIL i ' eGI I I I % I �"& : . U's < , � ' �� L.0 DOOR LOCATIONS VARY : 1 1/4" ID PIPE HANDRAIL 11 � . GUARD RAIL '4�-CONSTRUCT SEE PLANS I.12n 4" HT TOE BOARD cc '� AEIFS SYSTEM SIMILAR TO HANDRAIL SHOWN. v ON 8" CMU LIGHT FIXTURE @ STAIR NO.1 & 4 ONLY I 1 , 1 1/4" ID PIPE POST �I SEE ELECTRICAL DWGS " CENTER RAILING: V-1011 HT 3/4" DIA PICKETS @ 4" C/C MAX 4 HT METAL TOE o PLATE CONT (BEYOND) 2-EQ. SPACED INTERMEDIATE A RAILS EXTEND TOP AND `�� ; r 1 1/411 ID PIPE HANDRAIL BOTTOM 24", � -j 0 � j o 114' - 811 --, B I 1% 1 1/4" ID PIPE POST -2.1 All �"`` I v•w L•.,. RIL"' FLOOR Q Y� wa h , ii N a 3/4" DIA PICKETS @ 4" C/C MAX - _s, x I 1161-011" _5� ,,- A. r i I� 1161_0 I � � N 0 '_� 1-1 � ---A— — 'e .: i L L � cr < . : 11 F I I �;t I LOOR '. ... < z I ` 4 O O O O O O O O ..� 1. Et , Er , 'L � , , , -...;.. .;__j "., I° _�' I ..'. 5�1 ':��' , . , .. . i.'t II . ..1 11 METAL GRATE DECKING Q wI � i 20 _ 0 O N - METAL GRATE TREADS 1' OSING, TYP-- `� INSIDE HANDRAIL °' HANDRAIL @ LIGHT FIXTURE �� CONT AROUND OUTSIDE WALL S E ELEC DWGS 11,!-_�y `� i E FI D METAL ( i L%✓ a NO NG PANELS Lu @, @j METAL CHANNEL STRINGER _ �., -- PREFAB EXTERIOR - E PREFAB METAL PAN STAIR SYSTEM WITH i • ;r . ;� o �, — STAIR SYSTEM 1091.4111 HANDRAILS & GUARDRAILS 1071-611 J d � d ., N _ o LANDING ` 108'-0" 108'-4" @STAIR II HANDRAIL @WALL BEYOND7 21_pn _ 4'.' POURED CONC. BEAMS LANDING SEE STRUCTURAL DWGS, STAIR COLUMN BEYON _ it 2 � :.'}` . BY STAIR MFR �� xr z w (ALL MATERIAL USED N v x .,:Q EXTERIOR SHALL BE 1 11" Q ._ : � ., HOLD LANDING I „ V �]°° V f'�. w 11 z.: I 2' 0_� GALVANIZED) ,,s o TO 6 DEPTH •�,J fill METAL GRATE ECKIN11 G F, co <;11 ` Q METAL CHANN DOOR LOCATIONS VARY DATE i "SEE PLANS E _ BEYOND .� :t 1-27-95 A., W. SEE CIVIL DWGS su<L ,<a, (NI--�*-� L y� FOR RAMP GRADING w DESIGNED BY I 1° `� :' &CONSTRUCTIONN EXI5TING CONCR TE SLAB S DOOR OUT OF PAPER �� ADT i �;a 1O0 4 ASSUMED ,„ I_ n cn cn SHOWN FOR REFERENCE ^^ w � w p.G� � >r @STAIR N0,4 ONLY -FIELD VERIFY DRAWN BY !1 F TOP OF CONC JDA SIDEWALK CONC. SL PER CIVIL s CLIP A GLE CHECKED BY N . �uI �' LVAPOR BRIER I '..' 0 :.:A � IL 100'-811 @ STAIR NO. 1 ONLY n A D T -1 = =1 _ 1 TOP OF' CONC k go CAD CODE ' I- O P Oi I-1 i 1=! - ! -_-_ - - - - - - - - - - - _ - — . " - = 11-111=111-11 I_I I !-III-III- _! I=1 I=1 I=1 � F I 1=1 m I- I- _i i=1 !=1 1=1 I 1-1 1=1 1- I . � ... � --= _ - - .' - - - - - - -- = 1= 11=1 1=1 ! 1=1 ! !=111=11 I_ b ! 1-i I l 7111=1 I 1=1 1=111=111- 3 6 5 2 , 01 \A 13 1_`IT -1 I i=1 1=1 1=1 I I 1 h_ I =1 1=111=1 1=! 1=1 I 1=1 I 1=� a _ _ _ _ - _ (R�' ----WMI �., . ___- =1=I I I_I I !_ ;eur :? s ,. � =111=1 I F1 11=1 11=1 11=1 11=1 11=1 I I I I 1=1 I I-1 11-1 11=1 I F1 1I- I !_III -I 11-_ 11-1 i-! 1-1 1-1 1-- _ ' _ _ f.. ,,: :� \ - :`" 1-11 I-1 I I -I 1 I-11 i-1 I !-111-1 I! -I ! I_ - , -, -11-1 I -! 11-I 11-I 1-I 11-' PROJECT NO. > I I II -_ _-= I 1=1 I 1=111=1 11=1 I-1 1=1 1=1 f I_I A, .; ::::<<':. - - - - - - - - - = - - - - - - - , d _ I11=1 1=11 !=1! 1-1 I I-! 11=111-i I 1=11 !=1 I 1=1 11=1 1=11 !_ ;.> fix,:. =1 !=1 i=1 !=1 f=1 1=! 1=1 !=1 1=! 1=1 !=1 1=! 1=1 1=1 1-1 1=1 1=! 1-1 , — h F t I s: 3\ Qo f=_-_I=1 I I: 1 1=1 {=1 I I-1 1=1 11=1 1 1=! 1=1 1=1 1=1 I I-1 I I-1 11=1 I i=1 1=1 1 1=1 e;. F-1 11=1 11_I 11=1 11=1 11=1 I I I I! I 11_I 11=1 I I-! 11 1 I I I I_I 11=1 I !-1I -1 3 o _ _ =� _ _ _ _ _ I= _ _ _ _ _ _ � �. =1 11=1 I IEI I 1=1 I i-1 I I=! 11=1 11=1 I 1=1 I 1=1 I !El I =III=III=111=11!=III=1 ! 6 5 2 , 01 II1 III III �Iil III III III III II{ II. III III III III III III III III by ---___ _- �] / f"'� 1 _ _ _ - _ =1 _ - - _ I_ I_ I_ - - _ I- 1 V 1=111=111=111=111=! 11=1 ! !=111=111E111=111=111=111=111=1 I 1=111=111= I a G \ ' V I -I I I_!11-111-I 1_II!-III-III-11!-111-111-1Ii-11.-11,-111-111 111-11!-111�� :;y f 1 �d ®. 1, 5, v V ® - - - - - - - - - 1- - - - - -' 4� a _III=1 I I=1 I I=�1 I I=1 I I=1 i l=1 I I=1 I I=1 I I-1 I I=1 I I=1 I I=1 I !=1 I !=1 I.=1 I I=1 i l=1 I. -III-1 I I_I I I_I I I -III -I I I_LI-1 I !_I i-1 I-III-11 I -I I i-I I_I I_I I I_ 4 D R A VV l N G N O. - - - _ - - - =1 = _ _ _ _ _ _ _ _ I=1 I I=1 I I-11 I=1 I=1 I I=1 I= I=1 I I=11 I-1 i=L I I=1 I I-1 i=1 I I=1 I I=i' ,,< I=1 I=1 i 1=1 I !: I -I ! I -III -I i I -I I f i III III-1 I III l 1 I III III I i I III - ` — — III —I i—I 11—I l-111-1 I —I 11-111—I i l—I t—III—III—III—t 1—III- ,''.J� 3/811=1'-011 - — — — — — — — — — — — I— i= ' - _ _ __ I_ _ _ = I- _, _, I_ - 1= -I I - ' 3 A -13 =1 I-1 I-1 ! I-1 I=1 I I=1 I I=1 I I=1 1=1 I I-1 11=1 I I=1 11=1 11=1 f 1=III-I I rn -III—III III Ili1 lii=lii=lil=iii lil li, li•. it i i I li ° —I—— -- A ='_____ ---_ - - - - - - - - - - - - - - - w I-III_I11-I1Pi"-If1-il1-111-111_I1l-Ili-111_u!-IIr_1!!TI1! 3/811-1'-0" A-2 A-13 I_I I I_I i I_I (I_I I 1-! 11_, I-{ 111 I_I I I_I I I_i I_I i. i ! I_I I -I I I_I I-! I I_i I I_ (5T R 5 S WN) ,,, 3 oLo - . <.`. W` SHEET OF o >:.: «. ,.. , , I. J ,', . s ,. -.. =dry] .. .. ... .. .: :� - .. _ :. ... h : .._ ...:- ... .., , u .� ,. r. ,.-, , N 9 a U 12 U N 12 T „ s .; .. - (, Q Q N PRE-ENGINEERED MTL P ROOF SYSTEM & INSULATION BY MTL } Q I BLDG MFR : m 2 I • 1 4 c I 5/811 GWB ON 3 5/811 E MTL. STUDS @ 24" 1-HOUR FIRE RATED O.C. - BRACE TO ROOF z GWB CEILING ASSEMBLY SEE REFLECTED THRU GWB CEILING 0 } TO SUSPENDED FRAMING TOP OF GWB CEILING PLANS BEYOND Z 1 Z Q 128 -0 0 ... .. . -. ......... ... ..........................................:... .:..:::. ......::. :::......: - X FLOOR i t1� F w (D � z H FINISH CEILING < (N,I,C.) ESCALATOR LOCATION I FINISH CEILING CONTROL POINT (N,LC.) LD W cr) Q!f SEATING AREA I o W (2001 Lu a o ;:: QL GWB CLOSURE TO WALL BEYOND Lo PAINTED GUARDRAIL BY----,, W Lo SEALANT AND BACKER MONUMENTAL STAIR I MANUFACTURER Q N MAT'L CONT ----- ------ i `i 1-1/4"I,D, PIPE NEWELS `V BEARING ANGLE BY @ 5'-0" O.C. MAX, ESCALATOR MFR. ' \ ` STAIR PROFILE SHOWN j l 116'-0" FOR REFERENCE 1-1/411I,D. PIPE I FLOOR W..fi 5/8" GWB ON 3 5/811 D I \ \ MTL. STUDS @ 24" o `O,C, - BRACE TO FLOOR a) •`o_ STRUCTURE AS SHOWN o m _ FIREPROOFED STEEL �' � o STRUCTURE ® r15 FIREPROOFED EDGE OF SLAB y ( -� ` STL. BEAM BY MTL, ° . \ ` 111'-8° O = < o rn BLDG, MFR. OF BEAM \ ` O o m - ° '`� _ SECURITY AREA w --� [a v w ao CEILING HGT w LL O ¢ O m I 511 EDGE OF BEAM • '- ' W ¢ s T w 110'-011 _ W o :� t m -�l 11 �- - \ ` ' SECURITY AREA BOT OF GWB r� �j N o 8 1/4 e"BULKHEAD �l W z z I ry U) ui U) U S.S.24 BALUSTRADE ESCALATOR "� W° \ ` I 1 11 5/8 co z j EQUIP. ROOM i -11 U, +- 114A �22 `�. a' � �� {^ -_ Y \ \ TYP. STAINLESS STL INNER � „J N PRE-ENGINEERED MTL P • m SKIRT BY ESCALATOR U ROOF SYSTEM & INSUL BY MTL �a .��• �` may` BLDG MFR MFR, 111 f _ 8'-5 3/8" - 2'�'f I 7'-2 1/2SEALANT AND BACKER -'MAT'L CONT z LL ff- 10 0'_ p II<s qw A TOP OF CONC °' Q j e �^-+ 5/811 GWB ON 3 5/811 1-HOUR FIRE RATED a " V 5 16" ALUM, PLATE COVER L3 x 2 x 1/4 LLV 3' _ Q MTL. STUDS @ 2411 GWB CEILING ASSEMBLY / :° @ 2,-011 o,c, A VO ° yVAPOR BARRIER O.C. - BRACE TO GWB CEILING SEE REFLECTED W/STIFFENERS & LIFT HOLES '. 0 0« ; CEILING PLANS 128'-011 CAST -IN -PLACE RUNGS- .... ...:.:... .....:....:. y,t . ..........: ...... ........ :.:...................:......,. :.::..:...:.......... ::.::::::..:.: :...::::.:.:........:. ...................:........: ............................................................................ S ........... .. ..3 PLACE FLOOR � CONC PIT WITH SLOPED SLOPE I , FLOOR TO SUMP - SEE STRUCT DWG it<� .. "a Y • • • WATERPROOFING a " MEMBRANE & FINISH CEILING SUMP BEYOND (1811 X 1811 X 2411) — I /X\a° PROTECTION BD, FINISH CEILING i� WATERPROOFING MEMBRANE .x (N,I,G) SYSTEM (N.I,C•) SEATING AREA SUB SLAB GOO � T �-// 1a1-111 wr•r• � i I 8'-5 3/811 I 27'-8 1/2°- KID'S ROOM EDGE OF SLAB 8 Q/4" I 077) 1 0 I. ESCALATOR NO. 2SECT ON 2 OF BEAM , ux _ 4 EDGE OF BEAM '°� PAINTED GUARDRAIL BY .s?3 �3 -- UPPER ` MONUMENTAL STAIR ��'4� '�`' `�� ,�'.�� ' ESCALATOR R° M I MANUFACTURER WORKPOINT , .1V RETURN HANDRAIL TO I _..-.W_... W ___. s< O " 1 1-1/4 I D, PIPE NEWELS ESCALATOR BEYOND �.y A3 A22 @ 5'-0" O.C. MAX, _ l0 R Um uj SEALANT AND BACKER wh ; " MAT'L CONT ' 3 1-1/411I,D, PIPE '1" — FLOOR — A ^-': \ 5/8 GWB ON 3 5/8 MTL. STUDS @ 2411 cc O.C. - BRACE TO FLOOR 0 STRUCTURE AS SHOWN = I FIREPROOFED STEEL ( ' STRUCTURE 2� 11 w I " � !� FIREPROOFED ��•�� Y^, '"�\ � Hn �> STL.BEAM BY MTL, I 11 4 SCH, 40 PIPE CONVEYOR . " 111-8 R �� CONFIRM WI H CONVEYOR BAGGAGE SUPPLIER cc ' BLDG, MFR. �, ' . • �,� ,,,,,V -- � � t ` SECURITY AREA ;.::., ESCALATOR TRUSS `b CEILING HGT u`` z \ ��y. BEYOND ..110'-0° Al�� 3/4" x 4"W BENT PLATE , , � � -®- GYPSY M BOARD ': @ 3'-0" c/c WELD (� \,, h ,; a BOT OF GWB TOP & �� SHAF WALL SYSTEM � � ••U. 2 HO �R FIRE RATED BULKHEAD � CONT, TO PIPE SIDE TRIM z`� (PAINTED) BY CONVEYOR 108'-011 PREF i B MONUMENTAL e.c , *�5 \ MANUF/INSTALLER STAI SYSTEM .. ": ;,.... , : ................ .............. . ... ......... ........ u 3\ n< II ..,.a % STAIR LANDING 2-HR FIREPROOFED �d 3/4 STEEL �, � \ GUSSET I 4 PAIN ED STEEL �N SECURITY AREA 1 STRINGER BEYOND AN \, VARIES ELEVATOR EQUIP. ROOM PAINTED GWB \ 21-On 3/4" CHAMFER a ° 1 BEYOND 0. 114 1" NOSING TYP. o 4 - 1/2"0 EPDXY _ 'r 1 1/4" I.D. PAINTED r ELEVAT R -�_ wa co� ANCHOR BOLTS 41 ILI EQUIP, ROOM ANDRAIL x:� C S h :� 1 1/2 VARIES s GYPSUM BOARD ESCA ATOR BEYOND` a SHAFT WALL SYSTEM - i° a a 2 HOUR FIRc RATEDy `,t�. 4 1 a s ° a d a ° a ° FIREPROOFED STAIR c \111 COLUMN BY STAIRt 6" CONC, SLAB MANU ACTURERt _,e._..... _-_. ,� DATE «$'. SEE STRUCT• FOR REINF, y 1_27_g4 ) 1001-01' �` t, '\ 2" 611 CONCRETE ) II a • , .. e ° • a • • •.. n d,n • n a - • a _a ° e G d • .. ° ¢'aY^,,A: 0 d .. a _^ I • G .. - .d' n d•° n.. • ° . 4 I^ I I PAVING Ae DESIGNED BY - - - - - - I a — _ •,ems a I �.j. TOP OF CONC —I . = I _1 I ADT k _ _ I '—'=1 I I-1 lip I-1 I I- ` LOWER I -I I 1=1 I I_ '_ _ =1 I I —I - _ � CONCRETE SLAB -SEE I=1 11= I= =1 I I=1 I' -' 1=1 I 1--1 = I =1 I I=1 11=1' STRUCTURAL DWGS ESCALATOR I P II -III III-1 I I OR BARRIER WORKPOINT DRAWN BY or u w.: E J M 5+-211 11!-11" 6'-011 11'-1111 ) r •, M STAIR DIMENSIONS 13 TREADS @ 1111 - 111-OI' LANDING ) 13 TREADS @ 11" 11'-0° CHECKED BY (+ 1" NOSING EACH -TREAD) I) (+ 111 NOSING EACH TREAD) x y h • A DT CONC. ESCALATOR PIT BEYOND ONVEYOR SECTION l� MAKE- 1f\ r P AREA CAD CODE t — _7 _.�� . �� W� � �., : ;..�o�V..�:�,. _,._: �.��W --W.. d,.mm -�. �.�u ��.W ��.:�:.� •�.:,W� ..� �: �+ �..� :.� � W 3 6 5 2 , 0 2 \A 14 „ �.,r ) � •�) �� PROJECT NO. , �A r s' ) SEE STRUCT DWGS FOR STAIR FOOTING A'3 A-14 i 1�1.ON� A�.E NO. 2 1 € 3652.01 ' �: 3 .�DRAWING NO, 0 3/a11=11-011 :w'• A-3 A-14. `s A14 SHEET OF I . I , :, STAIR 4 - UP L--- JI II--=�- - r------J -- If —— — �I�--II---�- r---II--- 1I —II-1r T IF --411� -- j u ® I i FURRED DOWN SOFFIT; FRAME W/ 3 5/811 METAL STUDS @ 2411 oc & FINISH W/ 5/8" GW5. SEE WALL SECTIONS, z W ' NOT USED w1 A Di�5/811 GWB CEILING ON METAL SUSPENSION SYSTEM, { GENERAL NGiES� / l 9- ALL CEILINGS ARE 9'=0" AFF UNLESS NOTED OTHERWISE, 2- ALL CEILINGS ARE SUSPENDED 2 x 2 ACOUSTICAL LAY -IN TILES UNLESS NOTED OTHERWISE. DATE 17 a 0 N a U 0 0 12 a 0 19 0 0 0 0 U a j N 11 13 _TT7� 11'-611 FLACK G NOTE& 0 < ADJUSTABLE SHELVES C1 3/411 PLYWOOD DOORS — -- — — — — — — — — - tl GWB BULKHEAD-5/811 GWB ON 3 5/811 METAL STUDS AT 2411 ON CENTER AND WIDTH AS NOTED, ALIGN WITH WALL CONSTRUCTION BEYOND - — — — — — — - - — — — — — — — — — GWB BULKHEAD -REFER TO SECTION 2/A-13 ® i EXPOSED PAWLING EXPANSION JOINT COVER 11JT11 FOR 211 JOINT I I II II E STRUCTURE OR APPROVED EQUAL FIXED PANELS @ SINK ..... .... METAL SOFFIT PANELS ON METAL FRAMING BY THE SINK -SEE PLUMB DWGS METAL BLDG, MFR, r < 0 LU < w LLJ < LL JIL — — — < > J111cn 411 BACKSPLASH __j Lu &' F ELEVATION ADJUSTABLE SHELF AT INS BREAK ROOM #173 ❑ ''I -T--i;i J. 8 G rT;F l 1/211 11-011 < ....... ..... Lu ----- -------- --I Tit up M 101-01, LL ADJUSTABLE SHELVES I T Tl 3/4" PLYWOOD DOORS Ilk UK IT kffl f::A�A Rv. Iffff Xj_ ..- I . 1.77 c 11 P9 - I - nil '� I I I I I ! ®', PANELS @ SINK DSEE 0 SINK PLUMB DWGS 0 c)) II > w D o CL 00 1 —7 1 17 11 1 LL LL c) — 0 -0 < 2 w zo z LLJ Z :D Z. o 0 2 411 BACKSPLAGH—J U) :D 2 0 --I— F T— ADJUSTABLE SHELF Lo r c 0 _j ELEVATION AT CUSTOMS BREAK ROOM #149 w 00 U) J Lu J A o Fj c PARTIAL FIRST FLOOR REFLECTED CEILING PLAN N 1/811 = 11-011 N ADJUSTABLE SHELVES 3/411 PLYWOOD DOORS II - - - - - - II - - - - - - - II II II 0 11 5 AF f D A _5 6 7 8 9 10 11 0 13 0 U 19 9 0 M a N 8 19 U j 13 U 19 U 6 341 T 7t F17TFTT TTT I I I ftl 11 111 FTT71 I I I I HIIIII IFFIFFT-T-17-1 is ilkLLJ It 7-17 FF I I I II I I I 1 11 1 1 1 1 1 1 1 1 1 11 1 1 111 111 1 1 11 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 11 T T -T T =pm ................. BY JLS CHECKED ADT ipw . 4 - 3 2 1 , �' >�y < \,ADS' ^'6R' "A 4. �`k 3. DOOR TYPES MASONRY OPENING r 1/411 p-pu k � _ AS REQUIRED Q I BY MFR m o (- _1 SEE HEAD \s MASONRY OPENING i DETAIL PROVIDE FIRE DAMPER 1/411 TEMPERED -2 & FUSIBLE LINK WHERE SAFETY GLASS INDICATED ON THE PLANS 511 X 201' j E TINTED � , 1/2 TEMPERED _ _ z E ' cp DOOR SAFETY J-1 z LOUVER) GLASS O O _ lu a. ::. -J, ALUMINUM S-2 c� o w z zQ ENTRANCE e3 X C I. • :\ > Lu a Q) /� a ® E F G H K1 K2 K3 K4� L1 A 3 HOUR B 1 1/2 HOUR NON -RATED NONRATED D 1 1/2 HOUR B 1 1/2 HOUR NON -RATED NON -RATED NON -RATED 3 HOUR FIRE RATED Q SCWD DELETED DELETED � 3 HOUR FIRE RATED - DELETED � FIRE RATED FIRE RATED. HM HM FIRE RATED FIRE RATED C FUSIBLE LINK OPERATED, FUSIBLE LINK OPERATED HM HM HM SCWD �� COUNTER CURTAIN GR 20 MINUTE aEw i FIRE RATED x . e'.... w y z LU Xi CS fVF—I(1' - 13'-0° 18'-011 Q IL • t � -1 12 0 cat \ / \ ia► • \ O O r £ \ / \ �\ / L Q N a e \ £> �2 �, w a� E TINTED �.. 1/4" TEMPERED Q o C ' 0o�'w DELETED NOT USED NOT USED EMERGENCY EGRESS TEMPERED EMERGENCY EGRESS SAFETY GLASS ® O o °'ro•s THROUGH ALL PANELS SAFETY THROUGH ALL PANELS m LL O �C GLASS �. AUTOMATIC SLIDING DOOR w Q AUTOMATIC SLIDING DOOR �. �S Z to m [� m U 0 H.M.DOOR�, .2 rom .V m ON 1/4" � 11_011 � Lo m `1a'— >*\ ",>,<� "4 `;v ...`a""'w`'�'+\!ar,. ». .�:'it :. .. O N w m C - e`•^^ .uu .wea oa e:t; , , w;... Vl U> 2u 2" ,_ a 2" 11 i_ n 11 II 1_ n n 4 -0 u n 11 " 11 n 3 0 ' 1 — 4 0 6 0 2 2 i 5 8 2 2 3 0 211 211 61-011 211 211 '- " 11 x , 211 , 1, 11 11 II 2 1_ 11 2 2 1_ 11 2 2 1_ 11 11 'd 60 2 2 80 2 2 1 3�-0" ? 40 - - 60 80 "2 - - - - - - SIMILAR - -4 - - - _ _ _ _2 -2 -2 -2 -2 -2 W � � � W :1 uj Z..' A.. d • s V; J- J- o J- o `� J_ o J_ o H_ o J-4 J-4 J- J- o H- o_ o -2 ►-2 F_ -2 '� -2 F_ -2 -2 -2 -2 ti r; H - SIMILAR -2 -2 -2 J- J- _ H_ I'' V' W 1.. �`> -2 31_p11 b -2 -2 (� I I L L I ► -1 ems` I I �.. C 2� �'A �Q 5 6 — 9 10 �1 5 7/811 WIDTH 5 7/8" WIDTH 5 7/8" WIDTH �., 5 7/8" WIDTH% 6" WIDTH 6 3/4" WIDTH 5 7/811 WIDTH 6 3/4" WIDTH �,e. 6 ,3/4" HWIDTH 5 3/4" WIDTH " n " a F rY , :: 5 3/4 WIDTH 5 3/4 WIDTH 'DOUBLE EGRESS f : < < •,» ._ �,` � W GWB PARTITIONS SHAETWALL PARTITIONS MASONRY WALLS GWB PARTITION MASONRY WALLS METAL BUILDINGS WALLS .,. > Ga" ,.,•:,,:,4•,e _; wh<.:\. ... .: a ��\<I. 'ar x -ri,v\` Rat a`.w.\\,<�'..,,a `.:�\:ze... ...,. ^;., )..<\. ,�. .`off, ,,� �y� Z , ES ' yae ,;a ,;>,na^>&,a )5. `'� ,<.s>":;xu4 E \.. \ 4,u 'Ci:�t. ',..4 INTERIOR %� _u W .w �, . : I :: ,: ve a e� ti�3 a s 1/4" 11-011 z r /� lvaa .. Q �/ '01SEE FLOOR PLAN FOR, �`» co �,, MULLION SPACING wr^-- ` `� H 2 SIMILAR VJ S' 61-011 <;. - 1 1/4" CLEAR TEMPERED SAFETY GLASS ALL LITESCL y 1/411 TINTED TEMP ED. N SAFETY GLASS N W oLL o ®U. I 4-1/2" HT, SILL SECTION AALUMINUM STOREFRONT 'Z`i,:.y:a\,. ♦aV ass\`, �,u�".�,:;�k \ �,+y q..w,r'f `ti: ,a$,r ,e. \:� E,, 4C\;,F.'3c ;i\,., .>£3vc, :.> �I II. �> ., ti ,�<, \ y' e 4 1 3/ 4 );.. X 4 / 2 F R A M E ' ��iaCS.i 3<`<'. „ .F i;• ,.9*�>.``. �''�a,.ac''`,`;;� \'\Vz:: `w^sH°. Nk �w'a,: O O : s>\ R3,.nz.,• 'c,..� :i�°'- ' ALUMINUM STOREFRONT 1 3/4" X 4 1/2" FRAMES NOT USED DELETED DELETED DELETED bey : \» 77� ' + ^Rat^ ;s IL In Mw H.M. IVVINDOW FRAmES ,p , eNEW HDW GROUP G N RAL� NOTES F_ 11-011 V01111rW <a.o .r+Y`':'`zwy<, .''`a„\`,.:a..c.;'a.' <: w» t� > Y`n e N CONTINUOUS c, a 1, SEE BUILDING q ,f " ` ELEVATIONS FOR 0 .. WINDOW BANDS AND WALL SECTIONS FOR HDW GROUP 27 .'$ SIMILAR DETAILS, ONE WAY . UMM: ,& r' -2 1/4" CLEAR ;TEMPERED "lw 3 PR BUTTS BB 5004 NRP 2, SEE BUILDING ELEVATIONS FOR CLEARSTORY SAFETY GLASS 1 SET AUTO FLUSH BOLTS FB-7 41_p„ & CONSOURSE WINDOWS AND WALL SECTIONS FOR FIRE CURTAIN K-1)y 1 EA STORE ROOM LOCK 35H7 EW 2 EA CLOSERS 4040 x TB 3. FRAMES SET DOOR WIDTH, 2 EA FLOOR STOP FB-14 alel 6'-8" _ r 12'i 0" err 16'-0" 3a k 4 SILENCERS yw 4• DOORS SET OPENING FIRE RATINGS. 3 _QUA_ SPACES 4 EQUAL SPACES i 5, SEE FLOOR PLANS FOR SILL DETAIL FLAGS, f°..... .. .......... ..... ........... ........... ........... g'_p" 6" DEEP DRAINABLE BLADE SIMILAR -2 SIMILAR -2 3 EQUAL SPACES � STORM LOUVER PAINTED -2 I HDW GROUP 28 s:. _ � l FINISH TO MATCH METAL DATE 1 1/2 PR BUTTS 5000 J_ _ SIDING PANELS 1-27-95 _ A I -2� BY METAL BUILDING MFR, - - - E PRIVACY LOCK 35H7LF _ J-1 w Jr- � J- w 1 EA CLOSER 4040 XTB o e DESIGNED BY -2 F, -2 SIMILAR` 3 EA SILENCERS GJ64 _ SIMILAR SIMILAR �,, �� ADT - - .Fy ;;a DRAWN BY °D ONE WAY ONE WAY C? S-1 1/4" CLEAR TEMPERED - co 1/4" CLEAR TEMPERED - \ JDA A SAFETY GLASS J SAFETY GLASS ' "\Y 4 IL HDW GROUP 29 ONE WAY _� CHECKED BY ' — — — — — — — — — — — — — — — — — — — — — — — — — — 1/4" CLEAR TEMPERED o 3 PR BUTTS HAGER BB 1191 4 1/2"x4 1/2" US 26D ADT RCC RCC RCC SAFETY GLASS 1 EA LOCKSET BEST 93K7D15DSTK626 CAD COD 00 �. - 2 OVERHEAD HOLDERS GJ-100 — E FL R FLOOR `-I I FLOOR I 4 SILENCERS I 3652,02\A-20 PROJECT NO. ow 3652,01 p n n " 11 REMOVABLE ALUM LOUVER o ,x FRAME WIDTH 7 3/4 FRAME WIDTH 5 7/8 FRAME WIDTH 5 7/8 FRAME WIDTH 5 7/8 �, ,. �; WITH INSECT SCREEN DRAWING NO. .'G?f :s•:. :FV.\ c`:` <:...::.a^". Z z�i. ng ``F,, .; �'`:�k 'oSy c"t. %= a}. .: .os'�:) n°.<�;\ \;; cif <R '=3 .:eC x;) ,'t,'.: +r' ..,.o:a e..� u �:. Cyr psi ) v s a •.� F; :,,� .^[i%o`..otw ,.x> W n .>5 `h 3 ..... o, . '•..ate">s�.- di:.. `:, , .:' va ,`" � ��J ��ry. }\. ,:� G,.Y� ... ... »,:. e .''' s I ,. ` .. ,t.:a .' T ROOM 116 Y ' �2: C. \;�' ""F'a .�'ti '/. `'�bu.. ^) ,,��,> f � " �ivn•4.s.+>) Yw® .>�' ,.W> \k ,w'C %, i \.,- �:,^)':.tiaw' mY „ a'>%�,'A'• v'ii. 0 O:'Y �. ��:a.;» Gas �� .<.<.,3d> At:: �. eoV �I::u`Y>. ,..k.. >' i .:c �>'.-r;�i> >az.`.R, \u. "<: ic: %a'..':;;amiss ♦ ..3<. .,5;<'w>£ \<, +c>»"> SHEET OF o a. r , , 3 2 11 isms Y ! 1 5/811 X 20 GA. U o 0 MTL, STUDS 5/811 GWB ON MTL. STUDS PIPE TYP & SIZE VARIES 5/811 X 20CG& MTL SEE PARTITION TYPES Q I SEE WALL SECTIONS FOR REVEALS STUDS BRA T / / ��/ m IL ® I I' w COLUMN @ MIDHEIGHT SPECIFIED CABINET ' METAL CLIP ABOVE 5/8 GW EXTINGUISHER " B 1 5/811 X 20 GA, 5/8" GWB ON MTL, STUDS - - MTL, STUDS SEE PARTITION TYPES / \ - BE 0 G FIREPROOFED METAL STUDS ABOVE/BELOW _ STEEL COL SPECIFIED CABINET SCHEDULED _ - ( w EC BY EIFS INSTALLER U, ' '� PER STRUCT `n 1 � • " & EXTINGUISHER WALL STUDS - / CABINET PROVIDED I E ..::.. ' 5/811 GYP SHEATHING — — 5/811 GWB STEEL COL PER STRUCT CORNER BEADS - 5/811 GWB - I RL I w FIREPROOFED R L - _ Z M1 � STEEL COLUMN , R L 2 FIREPROOFED ;:., O i� i //� STEEL COL >uj N : PER STRUCT t„ 1 1/211 WNSUL. � COLUMN DETAIL 5lu N 0 T E CORNER BEADS SEE FLOOR PLAN FOR PARTITION TYPES ,... ... • . :. 1 1/2" 11_Ou A-3.1 A-22 i VARIES ` AND NUMBER OF DRYWALL LAYERS 11 RIES VARIES VARIES CORNER BEADS ` COORD, W/ CABINET VARIES AS REQ'D A "� \ PROVIDED E C _ DETAIL RL TO ACCOMMODATE RL a�°N RL iu UTILITY 1 1/2u _ 1i Ou A-3 A-22 2 a f , 2-HOUR FIRE COLUMN DETAILv 6 o EXTERIOR COLUMN DETAIL f RATED SHAFTWALLLU 4 = SYSTEM 1 1/2" 1'-0'I A-3. I A-22 a u COLUMN DETAIL 2 u _ 11-On A-5 A-22 1 1/2 - 1 1/211 = 11_On A-3 A-22 W t 5/811 GWB ON m 4 �a'. � w � 3 5/811 STUDS ` � : '' 4 w 1 6 @ 2411 0.C. FIREPROOFED 0 i CL OF B AM - / ��' STEEL COLUMN a `° �2"1 _ uD / PER STRUCTURE j a cw 2 X 6 P,T, WOOD - PLATE TYPICAL N j ; 5" 1'-011 5° 211 ' //� GAS FLUE SHIM AS REQ D j z p O w d' P� 2X6P,T,WOOD .... Q O PAINTED HANDRAIL/ SEE SECTION L,1 SHEET A-12P<-e > rN7 �' PLATE TYPICAL W rn d GUARDRAIL BY FOR EXTERIOR CONSTRUCTION "' _ �' FIREPROOFED --� B Y w STAIR "MANUFACTURER STEEL COL, ® 09 o °�' ` - Q t w - i! W LL II SUPPORT PIPE GUARDRAIL - -- W o 1 1/4 I,D, PIPE NEWELS POST OFF STAIR HANDRAIL @ 5'-0" O,C, MAX _ _ F /i i W m a Z U cJ GWB CLOSURE BEYOND „<.� - / //, �/ , N SCHEDULED WINDOW SCHEDULED WINDOW w / Cn ff BACKER ROD & '� Lo Co U' F, SEALANT CONT, N � csw 1 1/4" I.D. PIPE / j BACKER ROD & BOTH SIDES W a" 1 SEALANT CONT. Q z I j 0 I BOTH SIDES METAL STUDS 10" 71/2" a --J n w "�`" w 1 INSTALLER � SCHEDULED �� BY EIFS t 1 ,Q � i FLOOR FINISH GWB ESCALATOR ENCOLSURE BELOW L11 1." W I 17 On M xr 2x2x1/4STEEL g ^, w TUBE CONT ,; n I L� R L SEE WALL SECTIONS FOR REVEALS ' PIPE A WEL SET IN w '5LOtVE WITH GROUT �� EXTERIOR /8_GWa — - 5/8" GWB ON m ,. COLUMN D 8 I FIRESTOP- SEAL 3 5411 STUDS COLUMN DETAIL 7 (� @ 24" O,C, TIGHT TO ADJACENT ��. ,�`i _.,.1 1/2" = 11_011 A-3 A-22 CONSTRUCTION W/ FIREPROOFED Ma aI_ II :;:.. a = y,.f.pk. A-5 A-22 Q. U a L J TREADS BEYOND r. JOINT COMPOUND, STEEL BEAM pm 1 1/2111 0 ff epr ti BACK-UP & - STUDS 14� .10 / 4 /, BRACE TO BEAMIlk SEAL CONT / 6„ 4n q u 6n I I I I a ::;;;,� FIREPROOFING / Nk, SEATING OFFICE — — — — - / € 2OO SHAFTWALL- -- -- / SYSTEM i/��ii PROVIDE SOLID :,t // ///// �: < w / WD BLOCKING w "��5 � FIRESAFING � @ HANDRAIL SUPPORT /i/j / / /// 2'1/2" STUDS BRACE TO COL. /� SPACED AS SHOWN i �J SEALANT 3 /811 STUD @ 24" 0,n GET CLOSE TO x / � . CONT. -I' FACE OF a� ESCALATO11 R UNIT DECK WITH Cr n� a$=SAFING MATERIAL 2" CLEAR 1, ES ALATOR UNIT WIDT — 1 1/4" I,D, PAINTED - I ; 5/8" GWB STEEL PIPE HANDRAIL CONFI M WITH SELECTED MFR. — — — — — — — — _ — 5 5 3/4 �;3�` < WALL GIRTS� ' / O ON 3 5/8° STUDS n� /. B 515 OF DESIGN "t' BY MTL BLDG M METAL CLIP @ W L L EACH STUD; 20 GA. GALV, MTL CLIP ANGLES 2 LAYERS 1/4° GWB, AS REQUIRED ON MTL, STUDS STUD TRACK PROVI DE K SOLID WD C N A sw BELOW PAINTED STRINGER II HANDRAIL SUPPORT I 5/8 GWB ON ;' I ....J 1 1/211 FURRING COL _,\, 1 1/411 LD, PAINTED Y B a`. 1-HOUR FIRE R TED : COLUMN DETAIL LL 9 {� STEEL PIPE HANDRAIL O f SUSPENDED CIJG. 1 1/411 I.D. PAINTED W SYSTEM - SEE SECT ON `s 1 1/211 1'�0" va A 3 A 22 STEEL PIPE HANDRAIL V L:1 SHEET A-1 >e a WALL GIRT ELEVATOR SHAFT " , `v r R L R L @ S O M E '":,: �.._- �... \ 11 zg LOCATIONS op 5/8 GWB a SEALANT ACK& ON 3 5/811 STUDS ESCALATOR UNITAz \ v• ' ga'a,�T 2v t ' CONC. FILLED �'a,<Y META BLDGs PREFAB STAIR SYSTEM uT SIDIN1� T<: STAIRS BEYOND RUBBER TREADS & RISERS { AMETAL BUILDING SIDING 2t CC L BACK-UP & SEAL CONT f A , t.y 5/811 GWB ON 1 1/21' FURRING O 0 I 5/8 GWB ON 3-5/8 METAL wjli�. % n n n `f r WHERE SCHEDULED FIREPROOFED �VI STUDS @ 24° c/c, STEEL COLUMN DATE 11-411 `;�" I 1-27-94 1 VARIES DESIGNED BY I VARIES y} BOTT OF ESCA �laTOR u n (�� j a 5/8 GWB ON 3-5/8 \ DRAWN BY ' METAL STUDS @ 2411 c/o. _ ,\ BOA SHAFTWALL SYSTEM STOP GWB @ BOTT OF ESC UNIT / CHECKED BY i 3 � � ESCALATOR EQUIPMENT ROOM STRINGER Ap 11 CAD CODE M�z 7 1/2" loll SEE PLAN loll _ 611 FACE OF ri= FIBERGLASS GATT, INSUL, METAL BUILDING - OUTSIDE FACE y, ®® �, STRINGER' BY MTL. BLDG, MFR, GIRT SUPPORT CLIP 7 1/211 OF GIRT 3652,02\A22 I , BY METAL BUILDING PROJECT NO. f ' as INSTALLER CROSS SECTION MONUMENTAL STAIR 2/ESCALATOR 2 z10 f, 3652,01 -_ CROSS SECTION � ELEV 2�� - 1 � w�� COLUMN DETAIL 1 2 r7 A-3 A-22 . Ii _ I_ II Jw —3 A-22 >=a II I_ II — 2 . .�` it li A DRAWING NO �g1 1/2 1 0 <� �: A-3 A 2 I 1 1/2 1 0 I .. _ ��:':a.,..:w >.. �.,, < > � � � SHEET OF S 1 _ O 0 • 0 • • • a a s,F ,fi v r 4 `j I 138'-0" @ SECTION "A" GENERAL NOTES; STRUCTURAL STEEL VARIES 129'-i4'n TO 130'-0" ° ii " m t' v4 GENERAL, � @SECTION B 8 x16 CONC, BM, CL FTG,, WITH 3 #6 EACH FACE CONT 1. ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH PROJECT 1. ALL STRUCTURAL STEEL SHALL HAVE THE FOLLOWING MINIMUM YIELD AND #3 STIRRUPS I @ 1 2" bC. DRAWINGS AND SPECIFICATIONS, STRENGTHS, UNLESS OTHERWISE NOTED ON THE DRAWINGS: ° ° 3 #6 CENTERED CORNER BARS --]3'-011 10-1/2" 2, THE CONTRACTOR SHALL WORK STRUCTURAL DRAWINGS TOGETHER WITH STRUCTURAL TUBE FY 46 KSI 3'-0" I ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS TO OTHER SHAPES FY = 36 KSI LOCATE DEPRESSED SLABS, SLOPES, DRAINS, REGLETS, BOLT SETTINGS, 2 ALL DETAILING, FABRICATION AND ERECTION SHALL "CONFORM TO GRADES, ETC,, ANY DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING AISC SPECIFICATIONS AND CODE OF STANDARD PRACTICE, LATEST EDITION, UNLESS OTHERWISE NOTED, STEEL COLUMN WITH THE WORK, 3. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED 3, ALL BOLTS, NUTS AND WASHERS SHALL CONFORM TO THE REQUIREMENTS 126'-0" 116'-0" 109'-4" BY MTL BLDG MFR z TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR OF ASTM A490 UNLESS OTHERWISE NOTED. ANCHOR BOLTS SHALL BE T/BM SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT ASTM A307 OR AS INDICATED, r ANCHOR BOLTS z Q DETAIL IS SHOWN, 4. ALL WELDING ELECTRODES SHALL BE E70XX, 8"x24" CONC. BM, SEE COL, SCHEDULE x WITH 4 #6 EACH FACE > 41 THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS 5. ALL WELDING SHALL BE DONE BY AWS CERTIFIED WELDERS AND SHALL CONT AND #3 STIRRUPS @ , „ 12 #5 (4 EACH EDGE OF F4) w c� UPON THE INTERACTION OF VARIOUS CONNECTED COMPONENTS, PROVIDE CONFORM TO THE AWS OF D1.1 "STRUCTURAL WELDING CODE -STEEL", #5 @ 48" O.C. SECTION 12" O,C, 4 #6 CENTERED CORNER BARS 3 -0 10il z ADEQUATE BRACING SHORING AND OTHER TEMPORARY SUPPORTS AS LATEST EDITION. REQUIRED TO SAFELY COMPLETE THE WORK, 1'-8" Q 6, ALL BEAM CONNECTIONS SHALL BE STANDARD BEARING TYPE CONNECTIONS 3 5, DESIGN WIND LOAD; REFERENCE - 1991 STANDARD BUILDING CODE, UNLESS OTHERWISE NOTED. Q BASIC WIND SPEED, 100 MPH 2" NON -SHRINK GROUT Lu 7, CONNECTIONS (OTHER THAN BEAM CONNECTIONS) THAT ARE NOT DETAILED USE FACTOR, 1,0 OR REFERENCED AS TYPICAL SHALL CONSIST OF (2) 3/4" DIA. (A490) 101'-9" - FOOTING, SEE SCHEDULE h- 6, FOUNDATIONS AND SLABS ON GRADE ARE DESIGNED TO BEAR ON SOIL BOLTS OR WELDS DEVELOPING 10,000 LBS, MINIMUM. T/FTG Q -WITH A MINIMUM SAFE BEARING CAPACITY OF 3000 PSF. 8, ALL FILLET WELDS SHALL BE 3/16" UNLESS NOTED OTHERWISE, BUT NOT #4 @ 24" O.C. ° ° ° W i 7, DESIGN LOADS; LESS THAN THE AISC MINIMUM. 4 #5 CONT, SLAB, SEE PLAN EXIST. 12" o 2ND FLOOR LIVE LOAD; 9. THE FABRICATOR SHALL FURNISH A STRUCTURAL SUBMITTAL WHICH SHALL ° ° ° ° CONC SLAB u BE CHECKED BY THE CONTRACTOR FOR COMPLETENESS AND CONTENT 100'-0'' ALL AREAS 100 PSF REDUCIBLE PER SBC Al x x x ESCALATOR REACTION 15,000 LBS VERTICAL PRIOR TO SUBMITTAL TO THE ARCHITECT%ENGINEER FOR REVIEW. T/SLAB , _ w Lo ROOM THE SUBMITTAL SHOULD INCLUDE FABRICATION AND ERECTION DRAWINGS � LIVE LOAD. 20 PSF RE UC BLE FABRICATION SHALL NOT COMMENCE UNTIL THIS REVIEW IS COMPLETED. DEAD LOAD; 5 PSF COLLATERAL` LOAD; 10 PSF IN COMBINATION WITH LIVE LOAD 10. SIZES OF STRUCTURAL STEEL CANNOT BE VARIED FROM THOSE SHOWN 0 PSF IN COMBINATION WITH WIND LOAD ON THE DRAWINGS WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT/ENGINEER, DRILL AND EPDXY ROUGHEN SURFACE TO GENERAL NOTES; CONCRETE 11, CUTS HOLES AND THEIR REINFORCEMENT (REQUIRED BY OTHER TRADES) 2'-0" 3'-0" i� GROUT 1/4 AMPLITUDE, COAT W/ 1, ALL CONCRETE STRENGTHS SHALL BE AS FOLLOWS; SHALL BE SHOWN ON THE STRUCTURAL STEEL SHOP DRAWINGS AND BONDING AGENT CONCRETE COVER ON METAL DECK 4000 PSI LIGHTWEIGHT STRUCTURASHALL BE L STEEL SHALL ADE IN THE HNOT BEEPERMITTED G EXCEPT BY WRITTEN OF HOLES AND S IN � �� C 0 O U c ALL OTHER CONCRETE 3000 PSI I GINEER. �'� A B `" °C a PERMISSION FROM THE ARCH TECT/EN 3/4" = 1'-0" S-2 S-1S-3 S-1 3/4" = 1_�u S-3 S`1 ¢ N 2 2, ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO 12. FLOOR BEAM SUPPORTS METAL DECK AND SLAB. FLOOR GIRDER SUPPORTS AT ASTM A615 GRADE 60 (FY=60 KSI), ® w °' °' E LEAST ONE FLOOR BEAM AND SLAB, SEE SECTIONS FOR CONNECTION -' ¢ 3, ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND SHALL BE 0 o � O . REQUIREMENTS, � O � � o rn `-' LAPPED ONE FULL MESH PANEL PLUS 2 IN. AT SIDES AND ENDS AND BE .� m °� " T �l. O Q 0 ,� WIRED TOGETHER, GENERAL NOTES; METAL FLOOR DECK W 6L. 4. REINFORCING LAP SPLICES; „ W cc z PROVIDE LAP LENGTHS DETERMINED BY MULTIPLYING THE LENGTHS SHOWN 1. ALL METAL FLOOR DECK SHALL BE `NOMINALLY 1 1/2 DEEP, 20 GAUGE,A(� W z z N o E i IN THE BASIC SPLICE LENGTH TABLE BY THE FACTORS INDICATED FOR COMPOSITE GALVANIZED WITH 3 1/4 OF LIGHTWEIGHT CONCRETE COVER. Z ( m a I TOP BARS AS APPROPRIATE. REINFORCED WITH 1 LAYER 6 x 6 W1,4 x1,4 WWF, U) :D .2 m BASIC SPLICE LENGTH TABLE; 2. PROVIDE ONE #3 REBAR X 3'-0" LONG AT EACH CORNER OF ALL Lo OPENINGS THRU STRUCTURAL SLAB AND DECK. c~v BAR SIZES NO'S, 3 4 5 6 7 8 9 10 11 P SHEAR CONN �� 1� 1� ,1 „ „ „ 3. STRUCTURAL PROPERTIES OF FLOOR DECK (MINIMUM) FLOOR GIRDER J F C 31000 PSI 16 22 27 32 39 51 64 81 100 MOMENT OF INERTIA, I = .19 IN4/FT. BY MTL BLDG MFR SPLICES FOR TOP BARS; SECTION MODULUS, S = .22 IN3/FT. BY MTL BLDG MFR Q I TOP BARS ARE HORIZONTAL REINFORCEMENT PLACED SO THAT MORE 1i4'-3 1/4" w THAN 12" OF CONCRETE IS CAST BELOW THE BAR, LAP TOP BARS W 1,3 TIMES THE BASIC LAP LENGTH SHOWN IN THE TABLE. T/BM � W � 5, ALL CONCRETE WORK SHALL COMPLY WITH PROVISIONS OF ACI 318, 315, Al •_w AND 301, LATEST EDITIONS, UNLESS OTHERWISE NOTED, 1 112'-11" 6, MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS, r � ; STRUCTURAL ELEMENT MINIMUM CLEAR COVER 0 U' FOOTINGS CONCRETE CAST , ( BOLTS, TYP W AGAINST AND PERMANENTLY GENERAL NOTES; METAL BUILDING 11 _ EXPOSED TO EARTH) 3 INCHES WP C FOOTINGS AND WALLS 1, BUILDING MANUFACTURER SHALL FURNISH A STRUCTURAL SUBMITTAL BEARING THE SEAL AND CONCRETE CAST IN SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF FLORIDA, THIS SUBMITTAL STEEL COL _ Q r ( GUSSET PL FARMS PERMANENTLY SHALL BE CHECKED BY THE CONTRACTOR FOR COMPLETENESS AND CONTENT PRIOR TO BY MTL EXPOSED TO EARTH) 2 INCHES SUBMITTAL TO THE STRUCTURAL ENGINEER OF RECORD FOR REVIEW. THE SUBMITTAL SHALL BLDG MFR - I SLABS (IN CONTACT IDENTIFY THE PROJECT AND LIST LOADING AND OTHER DESIGN CRITERIA AND ,INCLUDE C j WITH EARTH) 2 INCHES FABRICATION AND ERECTION DRAWINGS WHICH INDICATE IN DETAIL THE CONSTRUCTION OF THE CROSS BRACING STANDARD STRUCTURE USED OR AS MODIFIED TO COMPLY WITH THE REQUIREMENTS OF THE - PEDESTALS (TO TIES) 2 INCHES PARTICULAR PROJECT, THE DRAWINGS SHALL INDICATE ALL CONNECTION DETAILS, OPENINGS, AND SS L ,�''�� • , BEAMS (TO STIRRUPS) 1 1/2 INCHES OTHER SPECIAL DETAILS, THEY SHALL SHOW THE MAGNITUDE AND LOCATION OF BUILDING GUSSET P COLUMS (TO TIES) ABOVE GRADE 1 1/2 INCHES REACTIONS ON THE FOUNDATION UNDER ALL DESIGN CONDITIONS, CALCULATIONS SUPPORTING THE GUSSET PL �. DESIGN SHALL BE SUBMITTED NOT ONLY FOR THE STANDARD STRUCTURE BUT FOR MODIFICATIONS 7, HOUSEKEEPING PADS FOR MECHANICAL EQUIPMENT SHALL BE COORDINATED, AND FOR RELATED COMPONENTS REQUIRING STRUCTURAL DESIGN. WHEN CAMBER OR DEFLECTIONS �. LOCATED AND SIZED WITH MECHANICAL SUBCONTRACTOR, ARE SPECIFIED, IT SHALL ALSO BE ADDRESSED IN THIS SUBMITTAL, FABRICATION SHALL NOT COMMENCE UNTIL THIS REVIEW IS COMPLETED, co 2. CONTRACTOR WILL VERIFY jTHRU THE BUILDING MANUFACTURER) THAT THE FOUNDATION® - GENERAL NOTES; MASONRY REACTIONS FOR THE BUILDING SELECTED ARE NOT GREATER THAN THE REACTIONS INDICATED, t� 1. DESIGN MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH 3, ANY CHANGES TO INCREASE FOOTING SIZE DUE TO REACTIONS THAT ARE GREATER THAN b-92 " UILbING CODE REQUIREMENTS FOR CONCRETE MASONRY INDICATED WILL BE AT THE CONTRACTOR'S EXPENSE. ACI 53 B J STRUCTURES",LLj 4, FOOTING SIZES SHOWN ON DRAWINGS WILL NOT BE REDUCED IN SIZE IF REACTIONS WP 'Q 2. GROUT SHALL BE IN ACCORDANCE WITH ASTM C467 STANDARD INDICATED ARE LARGER THAN THOSE GIVEN BY BUILDING MANUFACTURER. BASE PL SPECIFICATION FOR GROUT FOR MASONRY. MASONRY( SHALL BE IN �- 0 ACCORDANCE T EORNMASON WITH ASTM C270 STANDARD SPECIFICATION FOR MORTAR 5, BUILDING MANUFACTURER SHALL SUPPLY STRUCTURAL CALCULATIONS AND PROVIDE DETAIL i� D ADDITIONAL OR LARGER MEMBERS TO SUPPORT ROOF MOUNTED EXHAUST FANS (200LBS EACH, �'ilLjL 3, CONCRETE MASONRY SHALL BE GRADE N TYPE II ASTM C90, 3/4" = 1'-0" S-3 S-1 W � � SEE MECH DWGS FOR LOCATIONS) AND TWO FUTURE KITCHEN HOODS/FANS (2000 LBS EACH, 4. PROVIDE UNIT MASONRY THAT DEVELOPS AN INSTALLED COMPRESSIVE LOCATED BETWEEN COLUMN LINES P,5 TO Q AND 6 TO 7). 0- STRENGTH (F'm) OF 1500 PSI, 5. ALL VERTICAL REINFORCING STEEL BARS IN CMU WALLS SHALL BE CENTERED IN SOLID GROUTED CELLS AND ANCHORED IN THE CONCRETE Li THICKENED SLAB OR FOUNDATION AND IN THE BEAM AT THE TOP OF THE WALL WITH STANDARD HOOKS AND SHALL BE CONTINUOUS THROUGH ALL '� ® �" B WALL BEAMS. B �- W 6, ALL CMU REINFORCING STEEL BARS SHALL BE CONTINUOUS WITH LAP SPLICES OF AT LEAST 48 BAR DIAMETERS, 7, ALL OPENINGS IN CMU WALL SHALL BE REINFORCED WITH AT LEAST (1)-#5 ® Q s BAR ON EACH SIDE TOP AND BOTTOM, EACH BAR SHALL EXTEND 24" PAST THE EDGE 0� THE OPENING, THESE BARS SHALL BE BENT AND EXTENDED TO OBTAIN THIS ANCHORAGE WHERE STRAIGHT EXTENSIONS ARE NOT POSSIBLE, W 8, ALL CELLS ADJACENT TO DOORS WINDOWS, OPENINGS, CORNERS, AND AT END OF WALLS SHALL BE REINFbRCE , 9. ALL VERTICAL REINFORCING SHALL BE INSTALLED AS FOLLOWS; W PROVIDE CLEAN -OUT SPACE AT BOTTOM OF CELL TO BE REINFORCED AND FILLED AT LOCATION OF REINFORCING STEEL DOWEL IN FOUNDATIONS ( OR PREVIOUS CONCRETE PLACEMENTI, COMPLETELY CLEAN OUT AND I. FLUSH CELL TO FILLED, INSTALL VERTICAL STEEL AND TIE TO DOWEL AT BOTTOM AND TIE IN PLACE AT TOP, CLOSE CLEAN -OUT OPENING, AND FILL WITH GROUT. (3) #4 CONT a 10, VERTICAL CELLS TO BE GROUTED SHALL HAVE A MINIMUM CLEAR DIMENSION OF 3 INCHES AND A CLEAR AREA OF 10 SQUARE INCHES, GROUTING SEE ARCH DWGS SHALL BE DONE IN A CONTINUOUS OPERATION IN LIFTS NOT EXCEEDLNG FOUR FEET WITH A MAXIMUM TOTAL POUR OF TWELVE FEET, GROUT SHALL NOT BE ALLOWED TO FREE -FALL MORE - THAN 3 FEET, THE GROUT SHALL BE CONSOLIDATED BETWEEN LIFTS BY PUDDLING, BODING, 100'-0" OR MECHANICAL VIBRATION, 11, REINFORCING FOR BOND AND CONC BEAMS SHALL BE CONTINUOUS AT #4 @ 12" O,C, • • - 6 CORNERS AND INTERSECTIONS OF WALLS HOOK REINFORCING AND/OR @FTG BEYOND 0� #3 STIRRUPS " PROVIDE SPLICE BARS, � � _ _ � @12" O.C. SATE ' 12, ALL CMU ELEMENTS SHALL BE ADEQUATELY BRACED TO PROVIDE STABILITY ® • • 1-27-95 UNTIL THE ENTIRE STRUCTURE IS COMPLETE AND TO PREVENT DAMAGE DURING CONSTRUCTION ESPECIALLY DUE TO BACKFILLING AND SOIL o DESIGNED BY COMPACTION OPERATIONS. I I MILLER 13. LINTELS OVER ALL OPENINGS IN CONCRETE BLOCK WALLS (NOT SPANNEDBY BY BEAMS) SHALL BE PRECAST CONCRETE, LINTELS SHALL BE THE SAME DRAWN RC SHALL - "`�"-�....._..,.r..FTG, .BEYOND ARCHER A WIDTH AS WALL, U-SHAPED CAST OF 3000 PSI CONCRETE AND HA BE CAPABLE OF SUPPORTIf�G 225 POUNDS PER LINEAR FObT IN ADDITION i TO THEIR OWN WEIGHT. LINTELS SHALL BEAR EIGHT INCHES ON EACH CHECKED BY SUPPORT AND SHALL BE EQUIPPED WITH GROUT HOLES AT THE SUPPORT r ELLIFRITT POINT TO FACILITATE THE INSTALLATION OF JAMB REINFORCING AND GROUT, CAD CODE 3652,01\S=11 PROJECT NO. Ah DETAIL G 3652,01 3/4' = 1'-0° S-2 S-1 DRAWING NO. N SHEET OF5. N 0 N 0 G ,FA IJ IJ 8 a 0 4 ter t., 0 lJ 1J I I V I V V/ I I n O EXP JT MAT'L _ U U FULL HEIGHT L � __--F8 L� __-_JF8 L___-JF8 L�.._JF8 L-.-J � F8 CJ U v CJ NOTE 2 Ci CJ CJ ............................ ... _.............. ........ i MCJ CJ i E A 5-2.1 S-2.2 CJ I I CJ I I CJ I I CJ ci I I I I I I I I I C I --JF8 L---JF8 L F8 l_--_J L.-�_1 F8 o u� _ NOTE 1 =� NOTE 1 U U U U U U U -- -- - ---------- -- -- -- — —---------- CJ - TE - - - IIIIIIIIII MASONRY EXPANSION — — — — — -, I TE L_ -I F6 L-- _J F6 L _ — — — — — _ J F6 v JOINT W/ 1/2 x8 TE2 TE2 TE2 � �F6 TE2. EXP JT MATI L d FULL HEIGHT cr, u'l -I— - I -1 1�� I w�) I I , I 't�if ��i f1ft�►�SS{�t�ffflf4��f�`R�� )�7a7)I�7»�� /EI�l�IO��7I�77� V � 1 I FOUNDATION � DUL MARK WIDTH & LENGTH THICKNESS REINFORCING TOP OF FDN ELEVATION UON MAXIUMUM REACTIONS (KIPS) GRAVITY UPLIFT F8 81-0" x 8'-0" 1'-8" (8) #6 EW BOTT 98'-8" 192 0 F7 7'-0" x 71-0" 1'-8" (7) #6 EW BOTT 98'-8" 147 0 F6 6'-0" x 6'-0" 1'-3" (7) #5 EW BOTT 98'-8" 108 0 F5 5'-0" x 5'-0" 1'-3" (5) #5 EW BOTT 98'-8" 75 0 F4A 41-011 x 4'-0" 1'-3" (4) #5 EW BOTT 981-81, 48 0 F4 4'-0" x 4'-0" 1'-3" MIN (4) #5 EW TOP & BOTT 101'-9" 108 9 F95 7'-0" x 95'-0" 2'-011 (14) #7 LONG TOP & BOTT (95) #6 SHORT TOP & BOTT .98'-0" 1300 300 F15 15-0" x 15'-0" 3'-0" (18) #8 EW @ 12" FROM BOTT 99'-0" TS3 31-011XCONT 8" (3) #5 BOTT 100'-0" TE 01-8"xCONT 8" (1) #5 TOP, (1) #5 BOTT MATCH T/SLAB TE1 01-8"xCONT 2'-0" (3) #41 #4 @ 24" OC 100'-0" OR 100'-8" TE2 21-0"xCONT 1'-411 (2) #5 TOP, (2) #5 BOTT, #4 @ 24" 100'-0" OR 100'-8" F9 9'-01, x 9'-0" 1'-10" (10) #6 EW BOTT 98'-8" 243 9 F8A 8'-0" x 8'-0" 2'-0" (8) #6 EW TOP & BOTT 98'-81, 192 25 F7A 7'-0" x 7'-011 2'-0" (7) #6 EW TOP & BOTT 98'-8" 147 19 F6A 6'-0" x 6'-0" 2'-0" (7) #5 EW TOP & BOTT 98'-8" 108 14 F5A 5'-0" x 5'-01, 2'-0" (5) #5 EW TOP & BOTT 98'-8" 75 10 F65 6'-0" x 4'-0" 2'-01' (7) #5 EW TOP & BOTT 98'-81, 72 9 F4B 4'-0" x 4'-0" 21--0" (4) #5 EW TOP & BOTT 98'-81, 48 7 19 12 19 ,FA 12 8 19 12 9 19 N u 11 ®_m 12 13 ' V V 1\ V 1 L.. !• V V I• I �... I\ 1 v 1♦ v v u •• r �• � v •. • n.. r u . r• ...� �� .i STRIPS PLACED IN FRESH CONC, FILL SLOTS WITH SEALANT 1/4 SLAB THK (1 1/411 MINI 1/211 ISOLATION JOINT WITH FILLER AND ELASTOMERI( RAI - 'A a SEE PLAN FOR RP--II111 CONTROL JOIN' !CJI KEYED CONSTRUCTION CONTROL JOINT !CJ� CONTRACTORS' OPTION UNLESS G-'riER''N[SE SHOWN ON THE PLANS � FTG &COL NTS S- S-8 CJ -2 #4x2'-0" TYP CONC OUTSIDE OF SLAB EDGE REPLACE CONC LEVEL 21-711 2'-7" TO EXTEND FROM TOP OF FOOTING TO ELEV, 99'-10" U,O,NI ---\ WITH EXIST SLAB RADIUS RADIUS SLAB EDGE SAWCUT & REMOVE "A JETWAY COLUMN //-- (8)-2 1/4110 A307 GALV ANCHOR BOLTS (4 EXT HEAVY NUTS PER BOLT) JETWAY MANUF iYP COL &FOOTING DETAILn � m 3/4"=11-0" y ... t E a: a 0 AD SD PD —CHWS- -CHWR- TURNING VANES 1r FLEXIBLE DUCT MAX. 6'-0" MANUAL VOLUME DAMPER FAN POWERED VAV UNIT W/ELECTRIC HEAT 450 LATERAL FITTING ROOM THERMOSTAT SPACE THERMOSTAT OPPOSED BLADE MODULATING CONTROL DAMPER BACKDRAFT DAMPER CEILING DIFFUSER NECK SIZE SAME AS FLEX DUCT RETURN AIR FLOW SUPPLY AIR FLOW SUPPLY AIR (POSITIVE PRESSURE) DUCT RETURN AIR (NEGATIVE PRESSURE) DUCT EXHAUST AIR (NEGATIVE PRESSURE) DUCT ACOUSTICAL LINING 0 INCH INSULATION-3 PCP LINER) DUCT SIZE. FIRST FIGURE IS SIDE SHOWN FIRE DAMPER/ACCESS DOOR (AD) SMOKE DETECTOR FIRE DAMPER CHILLED WATER SUPPLY CHILLED WATER RETURN PIPE DOWN PIPE UP STRAINER PRESSURE GAUGE WITH COCK THERMOMETER WITH WELL UNION BUTTERFLY VALVE BALL VALVE GATE VALVE CHECK, SWING GATE TRIPLE DUTY VALVE In CONSTRUCTION OF THE BUILDING AND THE WORK 0 WILL PERMIT, 2, CONTRACTOR SHALL PROVIDE ALL LABOR AND MAT TO PROVIDE A COMPLETE AND OPERATIONAL HEATI AND AIR CONDITIONING (HVAC) SYSTEM PER THE IN DRAWINGS AND CONTRACT SPECIFICATIONS, CONTRA COORDINATE ALL HIS WORK WITH ALL OTHER TRAD 3, ALL DUCTWORK INDICATED ON DRAWINGS IS SCHEM CHANGES IN DUCT SIZE AND OR LOCATION SHALL NECESSARY TO CONFORM TO SPACE CONDITIONS, W COST TO THE OWNER, 4. ACCESS DOORS AS SPECIFIED ELSEWHERE SHALL B WHEREVER REQUIRED FOR ACCESS TO FUSIBLE LIN CONTROLS, 5, WHERE VIBRATION OCCURS IN DUCTWORK WHILE TH OPERATION, CONTRACTOR SHALL INSTALL SUCH ADD MEMBERS AS ARE NECESSARY TO OVERCOME THIS 6, DUCT CONNECTIONS SHALL BE MADE TO ANY EQUIP BY THE OWNER OR UNDER ANOTHER SECTION OF T 7, IT SHALL BE UNDERSTOOD THAT THE SPECIFICATIO ARE COMPLEMENTARY AND ARE TO BE TAKEN TOGE INTERPRETATION OF THE WORK, EXCEPTION ARE TH DRAWINGS, WHICH REFER TO AN INDIVIDUAL ELEME MATE , �' ... - ABBREVIATIONS° HVAC LEGEND° HVAC GENERAL NOTES° HD HEAD 1, IN GENERAL, PLANS AND DRAWINGS ARE SCHEMATI HDT HORIZONTAL DRAW-THRU NOT BE SCALED BUT SHALL BE FOLL OWED AS CLO AF AIR FOIL AFF ABOVE FINISHED, FLOOR AHU AIR HANDLING UNIT APD AIR PRESSURE DROP ARI AIR-CONDITIONING & REFRIGERATION INSTITUTE AS AIR SEPARATOR ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS BHP BRAKE HORSEPOWER BTU BRITISH THERMAL UNIT BT BLOW-THRU CAP CAPACITY CC COOLING COIL CD CONDENSATE DRAIN CFM CUBIC FEET PER MINUTE CHWR HILL C ED WATER RETURN CHWS CHILLED WATER SUPPLY CH CHILLER CIR CIRCUIT CONN CONNECTION CONT CONTINUOUS CV CAPACITY INDEX DB DRY BULB DDC DIRECT DIGITAL CONTROLLER DIA DIAMETER DL DOOR LOUVER DN DOWN DU DOOR UNDERCUT DWG DRAWING EA EXHAUST AIR EAT ENTERING AIR TEMPERATURE EC ELECTRICAL CONTRACTOR EDB' ENTERING DRY BULB EDH ELECTRIC DUCT HEATER EER ENERGY EFFICIENCY RATIO EF EXHAUST FAN EFP EFFICIENCY EG EXHAUST GRILLE ELEC ELECTRIC ESP EXTERNAL STATIC PRESSURE ET EXPANSION TANK EWB ENTERING WET BULB EWT ENTERING WATER TEMPERATURE F, DEGREES FAHRENHEIT FA FACE AREA, SQ,FT, F/A FRESH AIR FAI FRESH AIR INTAKE FD FIRE DAMPER PC FOWARD CURVE FL FULL CIRCUIT PLA FULL LOAD AMPS PLR FLOOR FPI FINS PER INCH FPM FEET PER MINUTE FT FEET FV FACE VELOCITY GA GAUGE GPM GALLONS PER MINUTE HP HORSE POWER HR HOUR HZ HERTZ IN INCHES KW KILOWATT LAT LEAVING AIR TEMPERATURE LDB LEAVING DRY BULB LRA LOCKED ROTOR AMPS LWB LEAVING WET BULB LWT LEAVING WATER TEMPERATURE MAX MAXIMUM . MFR MANUFACTURER MIN MINIMUM MVD MOTORIZED DAMPER NC NOISE CRITERIA NO NUMBER NTS NOT TO SCALE OA OUTSIDE AIR OV OUTLET VELOCITY P PUMP PD PRESSURE DROP PDS PRESSURE DIFFERENTIAL SWITCH PDT PRESSURE DIFFERENTIAL TRANSMITTER PH PHASE PSIG POUNDS PER SQUARE INCH P/T PRESSURE/TEMPERATURE RG RETURN GRILLE RH RELATIVE HUMIDITY RLA RATED LOAD AMPS SA SUPPLY AIR SD SUPPLY DIFFUSER SF SQUARE FEET SPS STATIC PRESSURE SENSOR SZ SINGLE ZONE T & P TEMPERATURE & PRESSURE TEMP TEMPERATURE TG TRANSFER GRILLE THE TOP HORIZONTAL FRONT TS TEMPERATURE SENSOR TSP TOTAL STATIC PRESSURE TYP TYPICAL UBF UPBLAST FRONT UG UNDERGROUND UL UNDERWRITER'S LABORATORIES VAV VARIABLE AIR VOLUME VDT VERTICAL DRAW-THRU VEL VELOCITY W/ WITH WB WET BULB WC WATER COLUMN WG WALL GAUGE DIFFUSER AND GRILLE SCHEDULE 241lx24" SQUARE ALUMINUM SUPPLY AIR DIFFUSER, DIFFUSER SHALL ® INCLUDE 3 CONES, 360 DEGREE AIR FLOW PATTERN WITH A MAXIMUM NC OF 25 AND WHITE FINISH, NECK SIZE AS PER HVAC DRAWINGS, PROVIDE WITH OPPOSED BLADE DAMPER, SEE ARCHITECTURAL DRAWINGS FOR CEILING TYPE, BASIS OF DESIGN; TITUS TMS-AA ® 12"x12" SQUARE ALUMINUM SUPPLY AIR DIFFUSER SAME AS ABOVE, 241lx24" RETURN AIR REGISTER/TRANSFER GRILLE, ALUMINUM CONSTRUCTION, Z 1/2"x1/2"x1/211 ALUMINUM GRID, AND WHITE FINISH, PROVIDE RETURN AIR REGISTER WITH OPPOSED BLADE DAMPER, NECK SIZE AS PER HVAC DRAWINGS, SEE ARCHITECTURAL DRAWINGS FOR CEILING TYPE, BASIS OF DESIGN; TITUS 5OF EXHAUST AIR REGISTER, ALUMINUM CONSTRUCTION, 1/2"x1/2"x1/2" ® ALUMINUM GRID, AND WHITE FINISH, PROVIDE WITH OPPOSED BLADE DAMPER, NECK SIZE AS PER HVAC DRAWINGS, SEE ARCHITECTURAL DRAWINGS FOR CEILING TYPE, BASIS OF DESIGN; TITUS 5OF JET -AIR DIFFUSER SHALL BE A SINGLE UNIT, DIFFUSER SHALL BE STEEL CONSTRUCTION FINISHED WITH WHITE ENAMEL, BASIS OF DESIGN; METAL INDUSTRIES SIDEWALL APPLICATION 10110 MODEL OBD-D, SUPPLY WALL GRILLE, ALUMINUM CONSTRUCTION, DOUBLE DEFLECTION, 3/4" SPACING WITH OPPOSED BLADE DAMPER, BLADES INDIVIDALLY ADJUSTABLE. BASIS OF DESIGN, TITUS 300 FS, ---I- EXHAUST WALL GRILLE, ALUMINUM CONSTRUCTION, 45° FIXED DEFLECTION, 3/411 SPACING WITH OPPOSED BLADE DAMPER, BLADES ADJUSTABLE, BASIS OF DESIGN; TITUS 3FL i. 4 i i PRECEDENCE OVER SPECIFICATIONS WHERE THEY CONFLICT WITH SAME, i s 8, CERTAIN DETAILS APPEAR ON THE DRAWINGS WHICH ARE SPECIFIC WITH REGARD TO DIMENSIONING AND POSITIONING OF THE WORK, THESE D DETAILS ARE INTENDED ONLY FOR THE PURPOSE OF ESTABLISHING ® 0 GENERAL FEASIBILITY, THEY DO NOT OBVIATE FIELD COORDINATION FOR �. Nt N THE INDICATED WORK, w co i 9. ALL PIPING CONNECTIONS TO COILS SHALL BE MADE WITH OFFSETS Q D p o i PROVIDED WITH SCREWED OR WELDED BOLT FLANGES SO ARRANGED W —I m cc THAT THE EQUIPMENT CAN BE SERVICED OR REMOVED WITHOUT W V- 0O a DISMANTLING THE PIPING AND ALL SHUT OFF VALVES SHALL REMAIN u- o IN PLACE, cc z W t-- CL w Z Z U) o � U 10, IF AFTER PLANT IS IN OPERATION, ANY COILS ARE STRATIFIED OR AIR :D BOUND ( BY VACUUM OR PRESSURE ), THEY SHALL BE RE -PIPED WITH NEW Lo APPROVED AND NECESSARY FITTINGS, AIR VENT, OR VACUUM BREAKERS, AT NO EXTRA COST, Q m i-- J 11, INSTALL ALL NECESSARY TEMPORARY VALVED CONNECTIONS AS .MAY BE REQUIRED FOR THE .INITIAL FILL OF ALL SYSTEMS, MAKE NECESSARY PROVISIONS FOR CLEANING AND TESTING OF PIPING SYSTEM. HYDROSTATIC W t TEST WITH CLEAN WATER AT 1507OF DESIGN, BUT NOT LESS THAN 160 PSIG W MAINTAIN PRESSURE FOR NOT LESS THAN 4 HOUR WITH NO ADDITION OF 3: uj WATER, AFTER TEST FLUSH SYSTEM WITH CLEAN WATER REMOVING DEBRIS U SCALE AND SEDIMENT, (� Q O � 12, PROVIDE APPROVED CEILING TILE MARKER IN AREA WHERE REMOVABLE CEILING OCCUR TO INDICATE LOCATION OF VALVES, VAV BOXES, OR W OTHER DEVICES, a U 13, THE STAMP OF APPROVAL ON SHOP DRAWINGS DOES NOT RELIEVE THE Q C CONTRACTOR OF HIS/HER RESPONSIBILITY TO COMPLY WITH ALL co REQUIREMENT OF CONTACT SPECIFICATION, 14, WHENEVER A REFERENCE `IS MADE TO A STANDARD, INSTALLATION ;AND MATERIALS SHALL 'COMPLY..WITH THE LATEST PUBLISHED EDITION AT THE TIME OF THE PROJECT BID UNLESS OTHERWISE INDICATED, 15, WHERE AN APPROVED SUBSTITUTION OR DEVIATION REQUIRES DIFFERENT �--- QUANTITY OR ARRANGEMENT OF FOUNDATIONS, SUPPORTS, DUCTWORK, L PIPING, WIRING, CONDUIT AND ANY OTHER EQUIPMENT OR ACCESSORIES NORMAL TO THIS EQUIPMENT, CONTRACTOR SHALL FURNISH SAID CHANGES AND ADDITIONS AND PAY ALL COST FOR ALL CHANGES TO THE WORK AND THE WORK OF OTHERS AFFECTED BY THIS SUBSTITUTION OR DEVIATION, CL DEVIATIONS MEAN THE USE OF ANY LISTED APPROVED MANUFACTURER OTHER THAN THOSE ON WHICH THE DRAWINGS ARE BASED, 16, REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR LOCATIONS fr OF ALL CEILING DEVICES, C� °- O O —! a �. 17. THE CONTRACTOR SHALL PROVIDE CONCRETE PADS/CURBS FOR ALL j® i FLOOR MOUNTED MECHANICAL EQUIPMENT SUCH AS, BUT NOT LIMITED W TO CHILLERS, PUMPS, PANS, AIR HANDLERS, ETC, PADS SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES AND EXTEND 6 INCHES BEYOND CC THE PERIMETER OF THE EQUIPMENT, DIMENSIONS AND LOCATIONS i SHALL BE VERIFIED BY THE MECHANICAL CONTRACTOR, ®CC %" c� O 18, PROVIDE ALL SUPPLEMENTARY STEEL AND FOUNDATIONS FOR SUPPORT ,� ® U. AND BRACING OF ALL HVAC DUCT AND PIPING, J B 19. ALL AHU'S INLETS AND OUTLETS SHALL BE PROVIDED WITH TWO INCHES THICK DOUBLE -WALL DUCT WITH PERFORATED INNER WALL, WITH THE O Q (� i INSULATION ENCAPSULATED IN A MYLAR SLEEVE, 20 FT, MIN, LENGTH AT INLETS AND OUTLETS, LINED DUCT DOES NOT REQUIRE EXTERNAL INSULATION BUT SHALL BE OVERLAPPED BY A MINIMUM OF 12" EXTERNAL INSULATION, W 20, DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS, cr U V INCREASE DUCT DIMENSION TO ALLOW FOR THICKNESS OF ACOUSTICAL LLJ LINING WHERE DUCTS ARE LINED, DESIGN PARAMETERS 21. ANY CONFLICT WITH DOORS WINDOWS OR ANY OTHER EQUIPMENT SHALL i BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER PRIOR TO OUTSIDE AIR; VENTILATION, INSTALLATION, SUMMER 940 DB 15 CFM PER PERSON 760 WB 7.5 CFM WHEN OCCUPANCIES OF 22, PROVIDE PROTECTION FOR ALL CONNECTIONS OF DISSIMILAR METALS WINTER - 35° DB LESS THEN THREE HOURS AS FROM ELECTROLYSIS CORROSION, INSIDE AIR: PER ASHRAE STANDARD 62-1989 °19 2 CFM PER SQ. FT, 23, THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF SUMMER - 75° DB, 50% RH FOR TOILET ROOMS DIVISION 16 CONTRACT SPECIFICATIONS REFERRING TO MOTORS START S - x E R WINTER - 720 DB ETC, K • j m C ONLY AND SHOULD - SELY AS ACTUAL F THE OTHER TRADES AS REQUIRED NG, 'VENTILATION, TENT OF THESE CTOR SHALL ES, z ATIC, THEREFORE _o BE MADE WHERE > ITHOUT ADDITIONAL E PROVIDE IN DUCTS DAMPERS OR OTHER E SYSTEM IS IN ITIONAL STIFFENING VIBRATION, MENT FURNISHED HE E. SPECIFICATIONS, W NS AND DRAWING Q 0 THER FOR COMPLETE OSE NOTES ON THE a NT OF WORK, TAKE 19 0 9 u 0 12 N a a FA C 0 0 11 WOMEN 142A PIPES THRU 4 HR WALL WOMEN EF-7 SEE DETAIL, DWG. M-8 1428 1/2" DU it - 121 IN -TRANSIT LOUNGE 10110 4W 300 CFM (TYP, OF 4) 2-1/2" CHWS/R UP (TYP, OF �) FOR CONTINUATION 6x6 EG SEE DWG. M-5 70 CFM 11 CHWS/R MEN (TYP, OF 4) 142C 10°m 1°m 16"m 1i8"m 20°� MEN 142D 14x14 RG COIL 12x1 EG 420 C ra co x 14x14 EG p EF-5 �� \ \ % A 460 CFM i� 16x10, ! 16x16 J 1 MEN °X° 14x14 EG i �- I ❑ 14 3 ❑ 460 CFM ❑, 12x12 EG 420 CFM ° O WOMEN IP I JAN, -- O � ° ❑ 14 5' I 16°m 1 500 CFM PULL 18x18 TG � ( 0 8 W 840 CFM MECH AHU-.7 60 CFM ! 14x14 RG 14x14 RG 14x14 RG - - ,I\ (TYP, OF 2) 6x6 EG ° ❑ (TYP. OF 21 I - 2-1/2" CHi Sl 500 CFM 450 CFM 500 CFM 142E - C _ - - _ _ ao CFM FOR COiNTINUATION\ 16x8 16x12 20x12 20x14 20x8 2Ox10 SEE D�VG. M-2,2 \ I 14110 4W h 26x12 0 \ 500 CFM N 18x18 RG SD x II 1525 CFM t° F/A DUCT 20x12 20x12 3" CHWS/R 20x12 (TYP, OF 7) 20x12 1 - jIsm 1-1/2" /R CHWS •-. - ,. - -- -- �I 20x12 20x12 � 1 � ❑ 18110 26x18 26x24 3Ox24 36x24 40,,24 F- X o T: m i 4" CHWS/R jDp p ❑ ' 12110 12110 12110 ? O s J & ct N o Q T /'yam o p o o rn p J m U T O m I u- O INS w W J Q LLJU. ❑ °is ( _ i T N pp h W 4 � E 4 p c U° IDW Z Z N 02 14°m 14 °m °m U) � 2 14 CD a W � ®Lo co I N r 22°0& N W m I{ a U) ❑ ! 10um 4W W 300 CFM 'p W (TYP. OF 10) +� P W 18110 18110 18110 p N ❑-- - - - - -_ - _ - _- -❑❑ -- - - - - ❑❑ - -- - - -❑❑- - -- - - - - - - J , I 411 CHWS/R = W { V CC 41;� Q II wUJI s co a i W - _ { :3UJI ' I p 24110 fill 204 204 2 0"m 1 55x24 F:O,101 4 1 j it ii U� 4x24 F.O. 40x 4 P.0. 44x24 F,O, - - - - - - - ----F - T 75 INTERVIEW INTERVIEW Bum 4W 8°m�IW 8°m 4W 10°m 4W INTEL. X 10x16 120 CFM 160M 170 CFM 210 CFM 165 411 CH"lli �-- 18x18 2W WAITING SUPERV RECEPT. 1000 CFM 8" m 4w 15 2 „ 1 8 15 9 67 16 3 DIRECTOR 44x24 120 cFM �o m Q Q T 16 4 W L (� I r 65 w o TECS INTERVIEW 400 FM INTERVIEW 52X24 Roots 17 8 157 I; 1 1 % 6 20x10 6x6 EG gum 4W FILES 8um 4W i N o64 84 4W i 8110 4W 90 CFM o cFM 160 130 CFM 160 CFM VAV-75 120 CFM 21:�73 Q T 70 10um 4W 10°m 4W 10"m 4W 0 LL ___-_ -------------- 0�� - a 270 CFM. GENERAL 270 CFM 270 CFM LL$ STOR, 8 m 4W - OFFICE VAV 65 L. o HOLDING 1 10°m 4W 18 O VAV-73 200 CFM 230 CFM C, AUDIT/LAB YAV-7DZ17 12°m 16 6 � i1 153 f $ O � $ r � � $ u) Li... kD 71 6"m-4W VAV-67 36x18 _...., g-- 2W �tOx10 EG T�`o r� i� 18��m 1100 CFM co 20"m 1: 200 CFM (�1230 CFMCFM 72 MAIL VAV-64 `�� I 12mVA 1_71 14m STORAGE T ) 1 % % 10°m 4W 6°m W ❑ 6nm 4W VAV-69 $ ' YAV-66 ❑ ° ', t H ' 230 CFM a 90 QFM 100 CFM VAV-68 - uj y 10x10 EG 12x6 SEC. 10110 4W 10110 4W 28x14 TRANSFER 10"m 4W ❑ ° w 230 CFM 8°m 4W STOR. 270 CFM DUCT ACOUSTICALL - 270 CFM 270 CFM 12x8 _ _ ( 120 CFM - -- - ' — - - — - ❑❑❑ _ LINED - - - - - - -- - --- u - —� ❑ N I' HOLDING 2 15 4 i o ii 15 5 66 e I ° 10m 2W IISO Fr ❑ ❑ � 1 1 300 CFM 28x14 TRANSFER n '1 ❑ VESTIBULE 10 m 2W CORRIDOR 6 m 4W $ ,r (DUCT ACOUSTICALLY 300 CFM «, GEN 80 CFM 1% 9 VAV-74 10°m (LINED 12um 1 6 9 14um STOR s I '— 167 -_-_ o ---T �.-�, �, �- YAV-63 10"m 4W ° 10um (T� (*L T�� T , 245 CFM `❑ - 4- ❑%jam _�%� RA GRILLE ICJ ICJ SD SD UD �10°m 3W I° x8 10110 3� z (TYPICAL) SUPERV ❑ 1300 CFM o <� �= ❑ 0 NO CFy TRAINING 17 0 - \ - 1 12�'m ❑ ° �° ❑ 10 m 6110 2W I 174 AHU -5 - 0 2-1/2" CHWS/R ❑� 10'1m - -- N 100 CFM 1 DATE - - - - -- x WOMEN I 14"m 4W 10"m 4W 8°m 4W J 1 -- -- 0 6-1-95 MEN - � �- _Em 17 2 , 18x8 ❑ `" 1 % 1 T 74 ® 600 CFM 330 CFM 200 CFM , 24x12 1 ROOM 1 % 3 ❑ BREAK20X2 o DESIGNED BY _ ASA I R - - - - 2 12 G EF-11 42x18 SEARCH 14x10 TRANSFER ' - - - - - - T M 7 T f I I T i- I -1 "' /� I DRAWN BY 1410 CFM EXHAUST 8 DUCT ACOUSTICALLY MECH/ELE _ 1 I 1 1 I 1 1 1 1 I 1 1 1 MECHANICAL FIRST FLOOR PLAN INS C 1 �I � � AM (- A , 1111111111111 N LOUVER 1 1SF-5 11 1 III 11 1 I I UP (TYP. OF 4 LINED 1 6 8 SF 5 1/811 = 1'-011 ' SPRINK FOR CONTINU TION ❑ CHECKED BY 1 CLOSET SEE DWG, M- I I i I I I III TL-1 � ✓u Lug LMH 5TA1� 6 17 5 I I ❑ CAD CODE I 1 3652,03\M- -02-1 NEW STIB PROJECT NO. — 1 , a ❑ 3652,01.3 Ljj LD ❑ - DRAWING NO. 1 2 3 4 5 M-2.1 }, SHEET OF ffinowd , jl l Il i� �y N 0 u 8 J 0 u U 8 19 a j j 0 j :7 7 4 3 < FUTURE FUTURE DUTY < < RETAIL SHOP FREE SHOP -------------- ------- __/ ------- < _m= ------- --------- — - — - — - co ------ - -- - ------------------ < amgy 111100H m 100 �ggpp�:.; g N, 0%0 30 01,1.>M.1� 0. R.. REESHOPAND %TY F WN 12110 t RETAIL SHOPS� NO CEILING IS PROVIDED IN THIS CON RACT DUCTWORK AND DIFFUSERS mm m: G E. w 1310 , 11 �m m. ggv 14116 M Ml. LOCATION MAY CHAN 0� MEN' r �Wffl Mi M, mmon "W" mix NO F a 00—F -ggw z 0 < mils go 12110 m gg� go co x mu Lu mlEll g OMM 10,10 4w < g %momg. g. M - - W 300 CF .. 10- wx:*z g _X,z (TYP. OF 4) z Lu -:91 OF-1 'Ki on, ADE-- I L_ _j Ll n7l 16110 < nano T26 �D o- VAV-30 8110 4w 10'10 4W Lu b VAV-31 200 CFM VAV-27 300 CPM p Lu �TYR OF 2) (TYR OF 4) C�l <1 LL loll loll 4W 4w 1011 Sp 0 4W 0 300 CFM 300 CFM 300 CFM < �TYP, OF 4) �TYP, OF 4) (TYP, OF 4� Id n- VAV-33 < sps 'ZIT VAv_ 5x 10110 4W 16110 12`0 4W o 0 rr 400 CFM 300 CFM 0 SEA�ING VAV-26 �TYP, OF 41 (TYP. OF 3) > cy) _15 = (D w 0) 1E, r2 0 01 14- EF-19 < 0 EF-18 i i :D o It o _j 0 L_j co �M- 16 0 22 23 LL 32 14'10 12"0 )N w VAV- U- 24 w CC 0 .2)-o VAV-32 16x16 UP TO _Z w 1-- W a) CL r) 0 EXHAUST FAN ON W z Z U) o -E E �o ON ROOF z U) :D (VD) 16flo ID :D w U) 011 co Lo 0 cr_ 1 4W 1610 c'u— a VAV-22 e ? — _c; 14x14 UP TO 300 CFM c\j W wi EXHAUST FAN (TYP. OF 4) w < co .2i WO CIO VAV-23 w ON ROOF 12 0 0 - — - — — - — - — - — N.5 z < LIJ :z ;mJ V V. 21 Lu 8`0 4W Lu w 200 CFM ... ........ lu 0 w _u �TYP, OF 6) 10`0 4W r 0 z 300 CFM (TYP. OF 4) ELEV c; -1NO 3 > M 16 0 Lu w VAV-34 34 8"0 4W -5 200 CFM VAV �TYP, OF p C 0 8 4W Z 8110 4W 2 0 CFM 0 200 CFM [TYP. OF 2) (TYP, OF 6) G� 10. p 00 VAV-15 8110 '4W VAV-18 8110 4 W 0 VAV-36 VAV-19 0 1611 200 CFM 16111 200 CFM (TYP. OF 6) �TYP, OF 6� 77 _w% VAV-20 26110 'E31 44X28 PO - — - — - — - — - — -- P.5 VAV-17 VAV-14 VAV-1 0 co VAV-13 FA 16� ZL co _f, _p vil I < ; I LL 0 w 0 'Ell :D Z 6x18 EXHAUS] I EF-17 0 0 OUVER UP TO _j 20 - — - — — - — - — - 15 ------ EHIND w _0_0 F --------- p 18 20x2O Up p 0. 14? 17 TO 'o EXHAUST FANT 12110 10 -0-1 ON ROOF CAP FOR FUTURE KITCHEN LAYOUT 18 F 666 j 0 LL WOMEN _j z EF-2 'B' u 20x1O _j 14x14 EG 14x14 EG 10110 4w CORRIDOR < co R 300 CFM 530 CPM 530 CFM 18x18 TG (TYP, OF 4) EF-21 I EF-20 1 11060 CFM I& P� Lj L _J YP. OF 2 w 6x6 E_G 0 FOR 100 C FSTAIR 41 FUTURE DISHWASH co JAN co Li� ILU, Uy CAP FOR FUTURE L 212 ON KITCHEN LAYOUT 18x18 TG 12x12 EG 12x12TEG> T 840 420 CFM 4 2 0 C-F, MEN x F1 14110 18x18 T 1OX1 EG + 100 F1 260 'CFM 10x10 TG T FF 16 260 CF� rr F /J" STOR �Gf! T T T DATE F=F1 FF- -1 %0 1-271-95 DESIGNED BY ASA GENERAL REVISION DRAWN BY 7 2 D BY LMH CAD CODE MECHANICAL SECOND FLOOR PLAN IDI3 EAST 3652.02\M-03 1/811 11-011 N PROJECT NO. 0 3652,01.3 6 > DRAWING NO. -3 0 M 0 4 2 j 19 j 13 13 y - - -- - -- - -- - - -- - -- - -- 11 F T A� F_ L= 053 54 z z I Ll I MECK)ELf-C. 10110 p IRE053 No z 10110 4W 0 I. ii I rill wvEno 300 CFM M X 0 �TYP, OF 4) W"i Milk w 8110 4 W 1py-w", AV mill 200 CFM LIJ z 55 VAV-51 49 8110 4 W VAV-53 10110. 4W 200 CFM AV-54 300 CFM (TYP, OF 61 (TYP. OF 4� F= III= III ' x � v&60 XQ XR 10110 300 CFM BPS �TYP, OF 4) 1,111 12111 10110 1, 1_0 - 12110 16110 0 w VAV-55 VAV-49 10110 4W 300 CFM Bps 57 Z �TYP. OF 41 z 10110 4W VAJ,-56 300 CFM 14 0 10 E - (TYP. OF 4) 47 Q�o ------ Nt 'T cl: m -------- ------ 2 coo < c\j CL VAV-48 4 C) > '6 Z 10110 4W Ill C3) .9 E 41` Z 8110 4 W U) 300 CFM o :D < 200 CFM 0 0 0 Q'� 0 C;) �TYP. OF 4) �TYP. OF 61 W _j m CC (.5 0 w U- 0 _j ILL 41 w LL z zo W w z z Z U) 2 ran) 16110 12`0 Cf) :D 2 -DO o _j a) VAV-57 14"0 16"0 Lo co VAV- CL:2 - — - — - — - — 10 0 3: a) N W VAV-46 in 84 4W 1011 co (D D F= 0 4 �W 0 200 CFM 300 CFM �TYP, OF 6) (TYP. OF 4) 10"0 4W co I TING 300 CFM w (T Y P. 0 F_ 4 w f fo- _0 z .......... w z 10110 '12 0 14"o 16 0 L.L 58 ------ 0 NAVA& 4-4 -- — - — - _Cy TO tj : N _1 T C6 T �059 45 Lu 16 14"0 4 _j w WALL LOUVER VAV-58 STAIRWELL \,/—SEE ARCH. DW(3, < 10"0 4W F/A 300 CFM VAV-43 16 GA, REINFORCED SHEET METAL (TYP� OF 4) 16110 12"0 ANCHOR TO 13UILDING STRUCTURE :7 10110 12110 AND SEAL AIRTIGHT VAV-44 14"0 0 T/ROOF F-: VAV-42 ui y z 10"0 4W F 300 CFM (TYP. OF 4) 10'10 4W 10110 4W 10110 300 CFM 300 CFM rn t-NL:bH AIN L)UU I �TT�J, Or- q) �TYP. OF 2). U) (D 40 CONNECT DUCT TO S.M. PLATE SEE PLAN FOR AV- IM7 - W wmm ----------- AND SEAL AIRTIGHT �TYPICAQ SIZES gg 12110 ME 7- 10110 10 4 z g �10110 m 14110 VAV-41 cc SECTION 10110 4W Lij LL M-31 M-31 V 300CFM NTS . ....... . IN Ix -SR�'5 AV-40 . .......... ICL (TYP. OF 2) SECURIT Y N OFFICE 2 30110 81 cc cc IRE I F �81 k, LL 14xl4 UP NURSERY 10110 VAV-76 VAV-77 TO ROOF EF-3 16110 14110 LL VAV739 61, 9 " 91.10-lill!"Ell 4 W 14110 4 N TO LET 14110 4 W Q.(3 540 CFM '-2-0 3 �A L 6x6 EG 560 CFM 8 0 NLOL FM 120 CFV 7 F M z C\j 0 z 1C w Q: TRILET STORAGE g. z 7: 0111� I.I. m 811' 4W cc 18x6 6x6 EG 14xl4 14xlo 1OX8 loo CFM 180 CFM �pm IN - - - - iJO, - - - IN IN 2 'Do 3 AHU- AHU �.No X 1OXI EG I COIL PULL Balm 220 F 0 L - - - - - - - - - - - - - - - - M Mm - - - - - -- - - - - - X2 8 ON IN .... . ....... iglHll� SD 1A Mg"g..' 60x3O L- - - - - - X.. 10. CORRIDOR OMEN 2 ME IN ca:z 4x24 10110 4W > 204 MECHAELEC, 300 CFM .......... ...................... .......... .. ....... ........... ............ ............. x X DATE .......... .......... . .......... ..... .. . . ........... .......... ........... .......... .......... .......... . .......... ..... ........... .......... .......... .......... . .......... ......... F24)<24 4x24 UP F� 2 ....... .... ............. (TYP, OF. 2) , �= Fr_�� 8'x N/l 8x EG 6-1-95 g-l- u "All 2Ox2O.up r--:::- 11 DESIGNED BY NOTE� 206 ------------- ------------------------------------- R F_ ASA 24x24 U P NEW SHEET _TPq 1OX16 UP LAI _DN RAN 22k22 UP -- NOTE "All CHECKED BY LMH WITH REINFORCED SHEET METAL ENING AT ROOF LIN I r- CAD CODE SEAL OP _31 M PLATE, SEE DETAILI THIS D.WG, MECHANICAL SECOND FLOOR PLAN IDB -WES, 3652,02\M.-03-1 1"011 J/ 8 11 1 Frr—rm =11111 I HIM Ill 11 HIM 1111111111111 HIM ill 11 3652.Ot3 DRAWING NO. M-3.t� 2 (3 U5 61 SHEET OF N 8 9 U u -- i CHILLER - ---�-- -� — — — — - -�- -- - =—! 1 Z Q —— — — — — -- --! —— ------- ------------! -- o � i w 11 13 19 N 19 8 U 0 N 19 13 19 _ 2 ,.: REMOVABLE Q ``^^ BIRDSCREEN HOUSING IMPELLER 4 HOUR FIRE RATED CONCRETE ::. '. ,. LAP SEALANT WHEEL FASTEN EQUIPMENTREMOVABLE BLOCK WALL } m Q Q TO CURB W/SHEET 26 GA GALV HOUSING MOTOR METAL SCREWS 12" SECURE FAN TO SUPPORTING MATERIAL COUNTER- OC ALL ROUND CURB W SS / CAULKWITH U FLASHING INSULATED PRE- SHEET METAL EXTERIOR GREASE SILICONE L CONE SEALANT u 1 (25mm) DEPTH CAULK CP-25 OR PUTTY FABRICATED SCREWS 6ii ALL DRAIN PIPE (TYP, BOTH SIDES OF FLOOR) INSULATED ACCESS DOOR 303 WITHIN WALL 1 ROOF CURB W AROUND WITH SASH LOCKS INSTALL PER MANUFACTURER'S :: SECURE CURB TO I P.T.. BLOCKING BOLT FRAME TO SLEEVE UL LISTING FOR PARTICULAR WALL TYPE -METAL PIPE OR CONDUIT E- ROOF W/METHOD - — — BLOCKING BASE 6" O.C. BREAKAWAY CONN, (TYP.) a n CONTINUOUS 1-1/2 x1/4 CONSISTENT W/ROOF DUCTWORK ANGLE IRON FRAME CONSTRUCTION z COORDINATE CURB (TYPr BOTH SIDES OF WALL) z BUILT UP LOCATION WITH FLOOR SLEEVE 0 ROOFING STRUCTURE ---- -COVER CAULK SURFACE WITH MASKING Z z GREASE o'o o FUSIBLE LINK TAPE OR SACKER ROD UNTIL CURED o r FLASHING — COLLECTOR R ° ° ° ,° ° ;. ° ° ° 1/8 1@6 (24-72 HOURS)(TO PREVENT SAGGING OF � x 'u CURS FASTENING = ° ° CAULK IF IT OCCURS)(SEE NOTE 5) > w FLANGE INSULATION BOLT FRAME TO SLEEVE 6" O.C. z RUN POWER LEADS INSIDE BACKDRAFT PREFABRICATED _ x Q � CONTINUOUS ii n 1-1/2 x1-1/2 ANGLE Q CORNER OF CURS DAMPER ROOF CURB BY IRON FRAME 6u INSULATED ACCESS UNFUSED FOR DUCT SIZE STIFFIN AS REQUIRED METAL BLDG MFR BREAKAWAY (TYP. _BOTH SIDES OF FLOOR) MAX. DOOR W/ SASH LOCKS WALL SECTION VIEW i.0 DISCONNECT SEE DRAWING TO SUPPORT WEIGHT STANDING SEAM CONN, (TYP,) WALL SLEEVE SWITCH OF EXHUAST FAN FOR DUCT SIZE METAL ROOF HORIZONTAL INSTALLATION VERTICAL INSTALLATION Q TYPICAL LOUVERED_ O SEE DRAWING NOTES, o MOUNTED EXHAUST FAN DETAIL UPBLAST EXHAUST DETAIL I DAMPER TAIL 1. FOR CONCRETE BLOCK WALLS, CENTER CAULK CP-25 OR PUTTY 303 WITHIN WALL WITH DAMMING ON BOTH SIDES, r NTS NITSf�I,T,S, NOTE; 4 HOUR WALL REQUIRES 3 HOUR UL LISTED DAMPERS 21 RECOMMENDATIONS BASED ON PRODUCT PERFORMANCE PER ASTM -814 (UL 1479) FIRE TEST AND UL CLASSIFICATION FIRE STOP" Q SYSTEMS 491 33 AND 91, Q U D VIBRATION ISOLATORSI4�—� DUCT SCHEDULE DUCT DIMENSIONS INCHES TYPE HANGER UP THRU 18 A 19 TO 30 A/B 31 TO 60 B 3, WET INSTALLED DEPTH OF CAULK CP-25 OR PUTTY 303 DEPENDS ON TYPE AND SIZE OF PIPE, WET DEPTH PIPE SIZE FIRE RATING 1/21i (13mm) MAX, 8" (203. mm) 2 HOURS 1" (25mm) MAX. 6" (152mm) 3 HOURS oar NANrIFP 4. UP TO 4OX SHRINKAGE OF CP-25 OR PUTTY 303 IS ACCEPTABLE AFTER < 0) 0 ri a o 4 3 2 1 , Y INSULATED OR INSULATED OR 0 UNINSULATED ,PIPE UNINSULATED PIPE CHILLER 1=IRE PROOF I STRAP 20 GA, 0° L FIRE PROOF SEALANT SEALANT VENT STD. FLOOR SPLIT RING 6�s UNION (TYP) I FLOOR ESCUTCHEON CUP 20 GA, PRESSURE I UL RATED FIRE UL RATED FIRE I I E GAUGE W/COCK IF EXPOSED TO SAFING SAFING E I DRAIN CONN, (1 1/4" CLEANOUT PLUG VIEW BELOW 1" FROM LOOP 1" TO LOOP FPT MINIMUM) PROVIDE GAL PIPE SLEEVE GAL PIPE SLEEVE FUNNEL NIPPLE ESCUTCHEON WITH PADDLE FLANGE - DRAIN PAN CROSS o 2„ BALL AHU VIBRATION _ VALVE > ELIMINATOR 2" MINr FLOOR PENETRATION FLOOR PENETRATION —\ PITCH DN GATE VALVE I DRY LOCATION DETAIL WET LOCATION DETAIL NTS NTS PETCOCK TO DRAIN � - 1" GREATER THAN TS FLOOR - GAL. PIPE SLEEVE - 18 GA, SLEEVE CHILLED x — 5 GAL, CAPACITY ESCUTCHEON NOT EXTERNAL PIPE WITH PADDLE FLANGE REQUIRED IN STD ESCUTCHEON FLOW SWITCH THERMOMETER WATER CONCEALED IN FINISHED OR PROTECTIVE SEALANT ALL SPACES EXPOSED AREAS COVERING SEE SUPPLY INSULATED AROUND SPECIFICATION CHILLED WATER RETURN SEE PLUMBING PLANS FOR CONTINUATION -- w UL RATED INSULATED OR PIPE INSULATION IF o BUTTERFLY VALVE (TYP) FFINISHED FLOOR FIRE SAFING UNINSULATED PIPE LEAD CAULK REQUIRED I` 3/4" TO FLD 4" HOUSEKEEPING PAD Q UL RATED FIRE SAFING AIR COOLED CHILLER PIPING DETAIL CHEMICAL POT FEEDER DETAIL DRAIN PAN WATER SEAL v NTS NTS EXTERNAL WALL ABOVE I : z NTS WALL PENETRATION DETAIL OR BELOW GRADE DETAIL _� > NTS NTS U) J ® 0 9 ' � ujm° °' PRESSURE RELIEF VALVE LL W Q PRESSURE GAUGE AUTOMATIC BACKFLOW PREVENTER ( W 1- Z w AIR VENT PRESSURE REDUCING VALVE 3/8" CONTINIOUS W z Z o STRAINER THREADED ROD � =o J ______ ATTACH TO- Q uo m PIPE FULL SIZE I I r 3/8" CONTINOUS STRUCTURE N w TO FLOOR DRAIN G.V. G.V, - PIPE SADDLE HAS THREADED ROD DOUBLE NUT u J � SNUBBER COLD WATER MAKE UP - FLARED EDGES NOTCHED TO FIT PIPE HANGER BUTTERFLY LINE BY PLUMBING - U Q � VALVE CONTRACTOR INSULATION CLEVIS HANGER SIZE W UNION TYP GLOBE VALVE FOR INSULATION ON PIPE W PER PROJECT SPECIFICATION W CHWR RETURN TYPICAL WATER MAKE-UP CONNECTION CORNERS ARE CLIPPED ° PIPE U FROM BLDG I � AIR SEPARATOR � BUTTERFLY VALVE TYP \ Q ., }- C CHWS TO PUMP ;U :\ W SUCTION -f . U f ALL INSULATION PASSES cc C CHARGING VALVE CLOSURE THRU HANGER UNBROKEN Q FLARED END LENGTH TWICE INSULATION FLARED EDGES GALVANIZED METAL FLOOR MOUNTED TO DRAIN NOTE; OUTSIDE DIAMETER SHIELD (SADDLE) FOR PIPE SIZES SEE DRAWING NOTE; NOTE. DIAPHRAM EXPANSION 1, WHEN SPECIFIED FILLER IS NOT OF PROPER THICKNESS PROVIDE PIPE SADDLE MINIMUM TWO TIMES TANK SUBSTITUTE FULL LENGTH TURNED WOOD BLOCK FOR INSULATION DIAMETER FOR INSULATION LINES CALCIUM SILICAT-E, 2, FOR FIBERGLASS USE FOAMGLASS OR CALCIUM SILICATE 3/4" DRAIN THROUGH HANGER VAPOR SEAL EDGES TO PIPE INSULATION, �..� W/HOSE BIBB II GRADE 3, UNINSULATED LINES DO NOT REQUIRE SADDLE, CONNECTION4 HIGH CONCRETE HOUSEKEEPING PAD' PIPING DETAIL EXPANSION TANK AND AIR SEPARATOR r INSULATED PIPE SUPPORT DETAIL � � • NTS NTS BOO W�- CL FLOW SET "S" VALVE FINISHED [� CHWR 3-WAY CONTROL GRADE ,� O u. � B VALVE ATTACH TO STRUCTURE L1 B MANUAL AIR VENT 3/8" CONTINUOUS — J CHWS THREADED ROD = I I I I --i O I I _ oc \ TRIPLE -DUTY VALVE SINGLE COIL III SECTION PIPE CLAMPS I I I I I I IEiII i '� Z O PRESSURE GAUGE FLOW SET "YC" I I III III III \\\\\\\\\\\� W WITH 1/4" COCKS VALVE \\�\�\�\\\�\\�\�\�\�\\�\\�\ ROCK FREE U � 1 PIPE INSULATION 3 FLEXIBLE RUBBER � � /� /�\/�\/�\/�\/�\/�\/�\/�\//�\ \ FLOW SET "HC" PIPE `v \\\\\\\\\\\\\\\\\\\\\\\\\\� \ BAC�Cr-ILL 5 PIPE CONNECTOR VALVE\ /\\/\\/\\/\ \ SUCTION DIFFUSER 2 PRESSURE/ PITTWRAP BUTTERFLY. VALVE � -- 6 II TEMPERATURE i9 6" MIN 5" MIN JACKETING \ 4 CONCRETE BASE AIRFLOW HOSE END PLUG 1 , FOAMGLASS 3 � 7 ADJUSTABLE SUPPORT DRAIN VALVE INSULATION FOOT � � u �' �V � �. SAND 12" MIN, _ • --- -- ----- ----- ----- -- --- � ,,BACKFILL C SERVICE ——FLANGE INCREASER COUNTER -FLOW WATER PIPE SPACE �— (IF NEEDED] COIL CIRCUITING ARRANGEMENT - z CLEARANCE CHWS ENTER COIL AT LEAVING PIPE SADDLE `9 s -- 2 AIR SIDE C WASHER (TYP) _ \ 0 \ DATE 3 - VALVE - BUTTERFLY VALVE, CHAMBER, UNION `O 1-27-95 � - - - -- - - - - - W/MEMORY. ADJUSTABLE FLOW GRAVEL ` UNISTRUT PIPING LOCKNUT (TYP) O n 0 6 HC - VALVE - BALL VALVE W/MEMORY STOP AND SUPPORT Ar AJLANI DESIGNED BY 4 UNION - A - VALVE - R YC COMBINATION BALL VALVE Y-STRAINER DRAWN BY ' AND UNION. W/TWO P/T'S, AIR VENT BY- Gr NULANZ 7 FINISHED FLOOR PASS ADAPTER AND HOSE END DRAIN CHECKED BY VALVE W/CAP AND CHAIN Lr HOUS-R UNDERGROUND PIPING r _ ! - BASE -MOUNTED PUMP PIPING, . DETAIL PIPE HANGER DETAIL INSTALLATION DETAIL cA 3652 o2\M-09 CHILLED WATER COIL PIPING 3-WAY PROJECT NO. N. NTS - NOTE, SEE PLANS FOR PIPE SIZES, < NTS � NTS NTS I 3652,01 a :II DRAWING NO. rn- u� • � J o0 MOM v - SHEET OF : , - r.. .,.. 4.. .. ., _ ..: ..,.. .. , , , . , . , h . : —. -:... ,.. n -. i• .: r . t .. ... "fr a _• „ _ — 8 0 G 13 i, ,FA D µ. C TO CHWR :ilk :177 Y Q Q Q = cn U Q Q Q R.A. 4' R.A. ca U ca m Q (D Q TS2 RETURN AIR TEMPERATURE T R H 0 A TS 1 A SUPPLY AIR X TEMPERATURE T z I O CLG 101 Z z I FA N.C.11-1 m Q COIL 0 X E H > ll--1 Ill ` O DPS R LH cc DA2 )TV1 L H SYSTEM z DAMPER CHILLED DIFFERENTIAL STATIC ~ ACTUATOR WATER VALVE z '-' PRESSURE PRESSURE O Q SWITCH SENSOR CHWR 11 Lu i:D LLJ CHWS Q D_ z O W W CU o z Al DO AO DO DI DO ' Al DO n O R Q u IL coM PWR DDC CONTROLLER (1 PER AHU) PANEL MOUNTED COMMUNICATIONS LINK 24VAC 120VAC D N `D to TO GLOBAL CONTROLLER BY E.C. TF TF TYPICAL EXHAUST FAN START -STOP TYPICAL EXHAUST FAN START -STOP SEE SCHEDULE FOR QUANTITIES. SEE SCHEDULE FOR QUANTITIES. D VARlAtr:")`LE AIR VOLUME AIR HANDLING UNIT UNIT 0 o A Q Q` N . ................. 11111111® / W T LIGHTNING ' " � a � PROTECTION LP1 ® ® �_ o PRESSURE J m U �- SENSORT5 8 CHWS O Q O [�l COMMON CHWS ` W J Q EXPANSION ( I I z W LL o 2) TANK ` cc g T2 W COMMON CHWR PRESSURE SENSOR FOR ET7 /W/^^ Z Z 0 2 TO BE LOCATED IN CHWR OUTSIDE AIR SENSOR ON �� vl U) 7D Y T1 i inir ir,t UAW 0A 7r I 1 1 I fn _ LIGHTNING PROTECTION LP 1 NOTE: PUMP P-2 IS STANDBY PUMP. x MULTIPLE:D cc a NTS U) J POINT POINT DESCRIPTION POINT POINT DESCRIPTION POINT POINT DESCRIPTION POINT POINT DESCRIPTION [� I EXPANSION TANK PRESSURE cr LOCATED IN RM 128 CHW PUMP 1 STATUS T-2, COMMON CHWS 13 CHILLER #1 STATUS T--1, COMMON CHWR 6 CHW PUMP 1 S/S 1101 T-3, CHWS CHILLER #1 [14 CHILLER #2 STATUS I z 3 CHW PUMP 2 S/S[7]11 T-4 CHWS CHILLER #2 15 a CHILLER 1 CHW RESET O CHILLER #2 S/S CH E # J CHW PUMP 2 STATUS 1121 CHILLER #1 3/5 16 w U. 181 T-5, OA TEMPERATURE CHILLER #2 CHW RESET j A Lij < 0 Ir CONTROL SEQUENCE FOR CHILLER { O I L BOTH CHILLERS SHALL OPERATE TOGETHER TO PROVIDE DESIGN CHWS TEMPERATURE (44°F ADJUSTABLE): IF ONE CHILLER UNLOADS L"' AND CYCLES OFF, THE ATC SYSTEM SHALL MAINTAIN COMMON CHWS TEMPERATURE (44°F ADJUSTABLE) BY RESETTING THE CHWSLL TEMPERATURE OF THE ACTIVE CHILLER (400 MINIMUM). J 2, ALARMS : A, CHILLER #1 FAILURE B: CHILLER #2 FAILURE C, CHWS TEMP, IS GREATER THAN CHWS SET POINT TEMP, PLUS 2° F A B rtm54'RVI ATION'S U) 0 j FOR CHWS #1, CHWS #2 AND COMMON CHWS. D. PUMP #1 FAILURE E. PUMP #2 FAILURE F. EXPANSION TANK PRESSURE IS GREATER THAN 65 PSIG G. EXPANSION TANK PRESSURE IS LESS THAN 12 PSIG, 1, TS - TEMPERATURE SENSOR z W 72 FDIGITAL 2+ AHU AIR HANDLING UNITS U A3 > I N.o, o3, RSDU - REMOTE STAND-ALONE DISPLAY UNITS ROLLER 4, O,A,. OUTSIDE AIR P YO OWNFRE FAdSPECIFICATIONS 5, VAV VARIABLE AIR VOLUME BOX - MONITOR ED T d 6, AI ANALOG INPUT 7. DI - DIGITAL INPUT-' A3 .� 8, CHWS - CHILLED WATER SUPPLY ' { 9. CHWR CHILLED WATER RETURN W 10, DO - DIGITAL OUTPUT PRINTER o _ _ 11. AO ANALOG OUTPUT 12, R --RELAY / f VEL DO DO DO DO DO Al Al 13, CLG - COOLING Cyr PRESS 14, V-# . - VALVE -NUMBER TRUNK 1 COM 15. NO - NORMALLY OPEN GLOBAL CONTROLLER IIIIIIIIIIII 486 COMPUTER WITH 16, NC - NORMALLY CLOSE {_ U 2 TRUNK MICRO -SOFT BASED WINDOWS' SOFTWARE 17, LWT - LEAVING WATER TEMPERATURE i AND COLOR GRAPHICS PACKAGE. COMMUNICATIONS LINK 18, DDC - DIRECT DIGITAL CONTROLLER DATE TO DDC CONTROLLER TO GLOBAL CONTROLLER 19, DWC -DIGITAL WALL CONTROLLER 1-27-95 I TRUNK #3 KEYBOARD A3 DESIGNED BY TRUNK 4 ASA j DRAWN BY A q GCN FAN W. RED WAV) CHECKED BY � LOCATE EMS IN (ROOM 1081(Z= ,CONTROL LMH I CAD CODE A 3652+01\M-10 rn ENk'ERGY PROJECT NO. jj 3652,01 ol F A3 ` DRAWING NO. m-10 .rn oY SHEET OF o _ r a 1 .. ° 15 In 11 FA a B -> :- - - 4 : ` 2 3 Y Q Q Q U Q Q FAIR HANDLING UNITS SCHEDULE UNIT AHU-1 AHU-5 AHU-3 AHU-4 AIR HANDLING UNIT AREA SERVED FIRST FLOOR FIRST FLOOR SECOND FLOOR SECOND FLOOR WEST CENTER WEST CONCOURSE MANUFACTURER ( CARRIER AS DESIGN BASIS) MODEL No, UNIFLEX 39 26LPA UNIFLEX 39 17LPA UNIFLEX 39 49LPA UNIFLEX 39 26LFA HDT/VDT/VBT VDT VDT VDT VDT UNIT ARRANGEMENT FC/AF AP AF AF AP TYPE OF FAN UBF/THF UBP UBF UBF UBF FAN DISCHARGE VAV VAV VAV SZ SYSTEM TYP IN. W. G. 1,2.4 1n25 2.23 On76 EXTERNAL STATIC PRESSURE IN. W.G. 2,72 2.70 3156 2,1 TOTAL STATIC PRESSURE BHP 9.7 5,9 19.3 7.1 FAN MOTOR � r HP 15 7 1/2 25 10 FAN MOTOR RPM 1472 1802 994 1328 FAN MOTOR V/PH/HZ 460/3/60 460/3/60 460/3/60 460/3/60 ELECTRICAL DATA ANGLE YES YES YES YES FILTER TYPE (30% EFPn) DESIGN CONDITIONS OUTSIDE WINTER DESIGN TEMPERATURE OF 35 35 35 35 OF 72 72 72 72 INSIDE WINTER DESIGN TEMPERATURE FDB / FWB 94/76 94/76 94/76 94/76 OUTSIDE SUMMER' DESIGN TEMPERATURE FDB / FWB 75/62n5 75/62.5 75/62n5 75/62n5 INSIDE SUMMER DESIGN TEMPERATURE ` 0 5 55 55 DESIGN MAXIMUM RELATIVE HUMIDITY 7955 5 FAN POWERED VAV BOX SCHEDULE AIR QUANTITIES FRESH AIR QUANTITY CFM 3010 2310 4500 2250 TOTAL AIR QUANTITY C F m 11900 7 500 21900 11000 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 15t PLR AHU-1 10110 800 600 .05 440 2 277/1/60 , 35 VPR-1018 HEAT GAINS 800 800 700 800 600 600 800 ,05 440 3 277/1/60 35 VFR-1218 VAV-2 1st FLR AHU-1 12110 1200 TOTAL SENSIBLE HEAT GAIN GRAND TOTAL HEAT GAIN MBH 355.9 219.5 555.7 284,3 n05 420 3 277/1/60 35 VFR-1018 VAV-3 15t PLR AHU-1 10110 1000 MBH 506,4 313,2 739,9 382n8 '05 420 2 277/1/60 35 VFR-1018 VAV-4 1st PLR AHU-1 10"0 900 DESIGN TEMPERATURE VAV-5 1st FLR AHU-1 12110 1200 '05 440 2 277/1/60 35 VFR-1218 I ENTERING COOLING COIL AIR EN AIR LEAVING COOLING COIL PDB / PWB 79n8/66,3 80n8/67n1 78,9/65n6 78,9/65n6 VAV-6 1st PLR AHU-1 10"0 800 .05 420 2 277/1/60 35 VFR-1018 05 420 2 277/1/60 35 VFR-1018 FDB / FWB 52n4/52.1 54/53n5 55.6/54,5 55,2/54n1 VAV-7 15t PLR AHU-1 10"m 800 ,05 420 3 277/1/60 35 VFR-1018 VAV-8 1st FLR AHU-1 10"m 1000 ° F 44/55n7 44/54.8 44/55n5 44/54n3 CHILLED WATER ENTERING &LEAVING .05 440 2 277/1/60 35 VFR-1218 VAV-9 1s0 FLR AHU-1 12110 1200 800 'COOLING COIL DATA 05 420 2 277/1/60 35 VPR-1018 EXPANSION, TANK MARK ET a SERVICE i CHILLED WATER MIN, OPERATION TEMPERATURE OF 40 MAX. ACCEPTABLE TEMPERATURE °P 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 AX-80V NOTE: SET PRESSURE RELIEF VALVE AT 100 PSIG MAX. AND PRESSURE REDUCING VALVE AT 12 PSIG Q z z Z < < m U E z O m z z 0 X Lu w cD ct z F- o H > L1 LL1 LLJ ::D Q o CL z (D LL1 W U Cl o z � C) O Q U !L L uj rn L rn rn o PUMP SCHEDULE MARK P-1 P-2 SERVICE CHILLED WATER CHILLED WATER FLOW GPM 663.6 663,E HEAD FT 115 115 MOTOR BHP 24.13 24,13 MOTOR HP 40 40 MOTOR RPM 1750 1750 ELECTRICAL V/PH/HZ 460/3/60 460/3/60 IMPELLER DIA IN 10,72 10.72 SUCTION SIZE IN 5 5 DISCHARGE SIZE IN 4 4 MIN EFF % 80 80 EQUAL TO MFG PACO PACO MODEL TYPE L 4012-7 40121-7 NOTES: O O O NOTES: O CONTRACTOR SHALL PROVIDE AND INSTALL COMBINATION MOTOR STARTER AND FUSED DISCONNECT SWITCH, FOR EACH PUMP, O PUMP (P-2) STAND-BY COIL MIN. FACE AREA AND MAX, FACE VELOCITY ROWS AND FINS PER INCH/CIR S,F, / FPM 25,8/500 16,2/500 49,2/500 25,8/500 VAV-10 1st FLR AHU-1 10 m 800 800 800 800 700 n05 420 3 277/1/60 35 VFR-1018 VAV-11 1st FLR AHU-1 10110 1000 No, /FPI/CIR 6/14/PL 6/11/FL 6/8/FL 6/8/FL '05 440 2 277/1/60 35 VFR-1218 VAV-12 1st FLR AHU-1 12110 1200 IN, W.Gn 0,84 0.78 0,61 0,58 .05 420 3 277/1/60 35 VFR-1018 AIR FRICTION DROP VAV-13 2nd FLR AHU-3 10110 800 .05 420 3 277/1/60 35 VFR-1018 WATER FLOW RATE AND PRESSURE DROP GPM / FT. 86n2/12n6 57n8/8,2 128n4/13n4 74n3/9,5 VAV-14 2nd FLR AHU-3 10"m 900 VAV-15 2nd FLR AHU-3 12"0 1200 800 600 800 .05 440 2 277/1/60 35 VFR-1218 I , N 3 2-1/2 3 2-1/2 RUNOUT PIPE SIZE '05 440 3 277/1/60 35 VFR-1018 VAV-16 2nd FLR AHU-3 8"0 800 TYPE Y 3-WAY 3-WAY 3-WAY 3-WAY CONTROL VALVE .05 440 2 277/1/60 35 VFR-1218 VAV-17 2nd FLR AHU-3 12"m 1200 / 4 2/65/4 2/40/4 AIR SEPARATION DEVICE MARK AS-1 MAX. FLOW GPM 663,6 PRESSURE DROP FT. WC 5 PIPE SIZE INCHES 6 MANUFACTURER ARMSTRONG MODEL VAS6' D d z p > Q CL 0 0o W WL' o Qo. z W I'- o !✓ W W OC Z Z z n z y, U) = W V Lo m x N J co W I�- W W U z 0 �. m Lu CL Q C F� t IA CONTROL VALVE: SIZE Cv & PRESSURE DROP IN / v VAV-18 2nd PLR AHU-3 12"m 1200 800 .05 440 2 277/1/60 35 VFR-1218 z r� HEATING COIL DATA VAV-19 2nd FLR AHU-3 12110 1200 800 n05 440 2 277/1/60 35 VFR-1218 TOTAL CAPACITY MBH MBH 114,8 VAV-20 2nd FLR AHU-3 10110 1200 800 ,05 440 2 277/1/60 35 VPR-1218 ENTERING AIR TEMPERATURE °F SEE SEE SEE 64.4 VAV-21 2nd FLR AHU-3 10"0 1200 800 '05 440 2 277/1/60 35 VFR-1218 LEAVING AIR TEMPERATURE OF VAV VAV VAV 82.0 VAV-22 2nd FLR AHU-3 12110 1200 800 .05 440 2 277/1/60 35 VFR-1218 AIR PRESSURE DROP IN WC SCHEDULE SCHEDULE SCHEDULE 0.15 VAV-23 2nd FLR AHU-3 12"0 1200 800 .05 440 2 277/1/60 35 VFR-1218 HEATER KW FOR FOR FOR 33 KW- VAV-24 2nd FLR AHU-3 12110 1200 800 .05 440 2 277/1/60 35 VFR-1218 ELEC ELEC ELEC 3 VAV-25 2nd FLR AHU-3 8"m 400 300 .05 220 3 277/1/60 35 VFR-0804 STEP N0� HEATER HEATER HEATER VAV-26 2nd FLR AHU-3 12110 1200 800 '05 440 3 277/1/60 35 VFR-1218 ELECTRICAL V/PH/Hz 460/3/60 VAV-27 2nd FLR AHU-3 12"� 1200 600 05 440 3 277/1/60 35 VFR-1218 ro �0 0 0 0 0 09 O VAV-28 2nd FLR AHU-3 8"� 800 600 n05 420 3 277/1/60 35 VPR-1018 NOTES; ® ® ©® ® @6) ® O ©® VAV-29 2nd FLR AHU-3 8110 600 400 '05 220 3 277/1/60 35 VFR-0811 1 CONTRACTOR SHALL PROVIDE COMBINATION STARTER AND FUSED DISCONNECT SWITCH. I SUPPLY AND RETURN OF EACH UNIT, WITH DIVISION 16. VAV-30 2nd FLR AHU-3 10"0 1000 800 05 20 3 277/1/60 35 VFR-1018 2 COORDINATE LOCATION OF DUCT SMOKE DETECTOR N 3 PROVIDE INLET GUIDE _VANES, VAV-51 2nd FLR AHU-3 12"0 1200 800 '05 440 2 277/1/60 35 VFR-1218 4 PROVIDE EXTRA SET OF FILTERS FOR EACH AHU, 277/1/60 35 VFR-1218 5 PROVIDE 2 " THICK PLEATED 30% DUST SPOT EFFICIENCY FILTERI FARR 30/30 FOR ALL AHUIS. THE 30% FILTER VAV-32 2nd FLR AHU-3 12110 1200 800 05 440 2 . SHOULD BE INSTALLED DURING CONSTRUCTION IN ORDER TO KEEP THE COIL CLEAN OF CONSTRUCTION DUST. NEW VAV-33 2nd FLR AHU-3 12"m 1200 800 .05 440 2 277/1/60 35 VFR-1218 FILTERS SHALL BE INSTALLED PRIOR TO TEST AND BALANCE, VAV-34 2nd FLR AHU-3 12"m 1200 800 05 440 2 277/1/60 35 VFR-1218 6 UNIT SHALL BE DOUBLE WALL CABINET OR PREFORATED WITH 2-IN INSULATION AND SHALL HAVE SLOPED DOUBLE O WALL COIL CONDENSATE DRAIN PAN WHICH COMPLIES WITH ASHRAE STANDARD 62. VAV-35 2nd FLR AHU-3 8110 600 400 .05 440 2 277/1/60 35 VFR-0811 VAV-36 2nd FLR AHU-3 8"m 400 300 .05 220 2 277/1/60 35 VFR-0804 KITCHEN HOOD (NOT IN CONTRACT) MARK MODEL HOOD LxW EXHAUST SUPPLY EXHAUST FAN SUPPLY FAN ELECTRICAL LOCATION HP MODEL NO. HP MODEL NO, N0. FT CFM CFM VOLT/CYCLE/HZ HD-1 CAB-SC1- 14x5 4200 2520 1 1/2 PENN 10 DUOS 1R RT ? 460/3/60 2nd FLR 168WW FX BFT HD-2 CAB-SC1- 10x5 3000 1800 3/4 PENN FX10 BFT 3/4 DUO -AIR RT-10-3/4 460/3/60 2nd FLR 120WW NOTE, 1, HOOD SHALL BE SHORT CIRCUIT, WATER WASH , STAINLESS STEEL 304 CONSTRUCTION, INCLUDING ALL SURFACES EXPOSED AND NON EXPOSED, HOOD SHALL BE U,L, LISTED, FANS SHALL BE ON A COMMON CURB. PROVIDE MASTER CONTROL PANEL, WASHCLEANING SYSTEM AND A WET FIRE SUPPRESSION SYSTEM, DESIGN SHALL BE CERTIFIED AND TESTED BY U,L, TO PERFORMANCE STANDARDS FOR HIGH HEAT/GREASE PRODUCING EQUIPMENT AT LISTED EXHAUST AIR AND SUPPLY AIR VOLUMES, APPROVED AND COMPLIES WITH NFPA 96 AND NEC 70, PROVIDE U,L, LISTED INCAN- DESCENT LIGHTS) PRE -WIRED TO JUNCTION BOX ON TOP OF VENTILATOR AND CONTROL SWITCH, CONTROL PANEL SHALL BE S,S, WITH PRE -WIRED SWITCH FOR VENTILATOR LIGHTS AND PRE -WIRED. SWITCH FOR EXHAUST AND SUPPLY FAN WITH LIGHT INDICATOR. ALL OTHER ELECTRICAL SWITCHES AND INDICATOR LIGHTS AS REQUIRED SHALL BE MOUNTED AND PRE -WIRED IN THE CONTROL PANEL AND LABELED FOR FUNCTION AND OPERATION MODE, ALL SWITCHES AND INDICATOR LIGHTS SHALL TERMINATE IN JUNCTION BOXES ON TOP ON VENTILATOR AND SHALL BE COLOR CODED AND NUMBER KEYED USING A TERMINAL STRIP, SUPPLY AIR PLENUM SHALL BE FULLY INSULATED TO PREVENT CONDENSATION, THE INSULATION SHALL BE APPROVED BY THE NATIONAL SANITATION FOUNDATION. THE SUPPLY AIR PLENUM SHALL ALSO CONTAIN AN AIR INLET COLLAR, COMPLETE WITH U.L. LISTED FIRE DAMPER PER REQUIREMENT OF NF PA 96, VAV-37 1sT FLR AHU-1 12"m 1200 800 440 3 35 VFR-1218 DATE 1-27-95 AIR COOLED CHILLER SCHEDULE VAV-38 1sT FLR AHU-1 10"m 800 600 420 2 35 VFR-1018 DESIGNED BY ASA COOLING EVAPORATOR CONDENSER COMPRESSOR ELECT CONTROL CAP/ INPUT UNIT EQUAL TO NOTES, PAN POWERED VAV BOXES SHALL INCLUDE THE FOLLOWING ACCESSORIES. DRAWN BY MARK TONS FLOW E,W.Tn L.W,T. MAX; OnA.Tn FAN FLA COMP RLA LRA DATA CIRCUIT MAX/ KW/ EER MFRn &MODEL 1. PROVIDE ELECTRICAL HEATER WITH MAGNETIC CONTACTORS, INCLUDING 24 VOLT CONTROL TRANSFORMER GCN A NOMINAL GPM (°F) (°F) P,D,(FT) F No, EACH Non EACH EACH V/PH/Hz AMPS MIN TON ALL CONNECTIONS SHALL BE PREWIRED INTERNALLY, i CHECKED BY CH-1 157,7 10 4 @2,8 6 53,9 331n8 54n4 44 9,2 95 O 253 460/3/60 30 100 75 1,249 0,992 9n6 12,1 CARRIER GENERAL REVISION LMH (6)@2,7 @ 3OGT 170-6 2. PROVIDE PRESSURE PROBE, & CH-2 1T5/1/60 50 25 0,879 0.943 13,6 12,7 3. DDC CONTROLLER FOR VAV AND DAMPER ACTUATOR SHALL BE FURNISHED BY THE : r i CAD CODE TEMPERATURE CONTROL CONTRACTOR AND FACTORY INSTALLED BY VAV BOX MFGn 1 PROJECT3652 NOTES; 1 FOULING z FACTOR SHALL BE 0,00025 FT HR-F/BTU 4. PROVIDE INTEGRAL DISCONNECT SWITCH ON UNIT SIZED FOR OVERALL TOTAL LOAD INCLUDING H EATERS AND PANS. % 01 ;i • 2 REFRIGERANT 0 IC EXPANSION VALVE (EXV) FOR FLOW CONTROL TYPE SHALL, BE ELECTR N I PART LOAD ENERGY SAVINGS, (SINGLE POINT CONNECTION) DRAWING NO. 3 PROVIDE I FUSED DISCONNECT, INTEGRAL MOTOR STARTER WITH TOTALLY ENCLOSED IN A W.P. cNSLOSUREn 0 EACH VAV BOX INTERNALLY MOUNTED AND CONNECTED, PROVIDE A SEPARATE 120V CONTROL CIRCUIT DISCONNECT SWITCH FOR P �� SHEET, O F 4 SCREW CHILLER IS NOT ACCEPTABLE, 5, .. -. . , 4, _...' '. :�:. ::... ...: dam•.... _. : ... .. -.... ,.f..:s, ..' .-..,... - .. .. .. _ - < .• .:.. : .-.:. ,.. .. :. .' - ... .. ..r < 1 -: o:. ,.._ .. - - �___.. .__ :- - -__._.-ems.. .m--_�._. . 8 G 12 G 12 C 7 B i AIR HANDLING UNITS SCHEDULE UNIT AHU-6 AHU-7 AHU-8 AHU-9 AIR HANDLING UNIT AREA SERVED FIRST FLOOR CENTER 1st FLOOR CENTER IN -TRANSIT FIRST FLOOR CUSTOM SECOND FLOOR CENTER MANUFACTURER (CARRIER AS DESIGN BASIS) MODEL No, UNIFLEX 39 32 LFA UNPLIEX 39- 07 LFA UNFLIEX 39 17 LPA UNFLIEX 61 LFA _ UNIT ARRAGEMENT HDT/VDT/VBT VDT VDT VDT VDT TYPE OF FAN PC/AF AF PC AP AP FAN DISCHARGE • UBF/THF UBF UBF UBF UBP SYSTEM TYP SZ SZ SZ VAV EXTERNAL STATIC PRESSURE INr W.G. 1,0 0,75 0r90 2.25 TOTAL STATIC PRESSURE IN, W.G. 2,46 1,92 2.51 3r5.5 FAN MOTOR BHP 8,9 1.4 5>1 21.9 FAN MOTOR HP 10 .2 7 1/2 25 FAN MOTOR RPM 1263 1093 1787 876 ELECTRICAL DATA V/PH/HZ 460/3/60 460/3/60 460/3/60 460/3/60 FILTER TYPE (30% EFF.) ANGLE YES YES YES YES DESIGN. CONDITIONS OUTSIDE WINTER DESIGN` TEMPERATURE OF 35 35 35 35 INSIDE WINTER DESIGN TEMPERATURE OF 72 72 72 72 OUTSIDE SUMMER DESIGN TEMPERATURE FDB / FWB 94/76 94/76 94/76 94/76 INSIDE-. SUMMER DESIGN TEMPERATURE FDB / FWB 75/62r5 75/62,5 75/62,5 75/62,5 DESIGN MAXIMUM RELATIVE HUMIDITY % 55 55 55 55 AIR QUANTITIES FRESH AIR QUANTITY CFM 4600' 750 2250 4665 TOTAL AIR QUANTITY CFM 14140 2700 7900 25300 HEAT GAINS TOTAL SENSIBLE HEAT GAIN MBH 434,3 80,3 240.2 675r6 GRAND TOTAL HEAT GAIN MBH 629.2 113.6 346,3 894,8 DESIGN TEMPERATURE AIR ENTERING COOILING COIL FDB / FWB 81,2/67r4 80,3/66,7 80,4/66,8 78,5/65r3 AIR LEAVING COOLING COIL FDB / FWB 53/52,8 53/52.8 52,5/52,2 54/53.5 CHILLED WATER ENTERING & LEAVING OF 44/57 44/54.9 44/54,7 44/57 COOLING COIL DATA COIL MIN, FACE AREA AND MAX, FACE VELOCITY S,F. / PPM 32,5/435 6,7/403 16,2/488 60r8/416 ROWS AND FINS PER INCH/CIR No, /FPI/CIR 6/14/FL 6/14/FL 6/14/FL 6/11/DB AIR FRICTION DROP INr W.G 0.76 0,67 0.92 0,63 WATER FLOW RATE AND PRESSURE DROP GPM / FT 95/9.0 20,9/1r9 64r8/10r2 136r2/4,8 RUNOUT PIPE SIZE IN. 3 1 1/2 2 1/2 3 CONTROL VALVE TYPE 3-WAY 3-WAY 3-WAY 3-WAY CONTROL VALVE; SIZE Cv & PRESSURE DROP IN / Cv / PSI 2/46/4 3/4 /10/4 2/34/4 2/70/4 HEATING COIL DATA TOTAL CAPACITY MBH MBH 191 34.1 112.6 ENTERING AIR TEMPERATURE OF 60 61,7 61.5 SEE LEAVING AIR TEMPERATURE °F 85 83 85. VAV AIR PRESSURE DROP IN WC 0.15 0.15 0,15 SCHEDULE HEATER KW 56 10 33 FOR STEP No, 4 2 3 ELEC ELECTRICAL V/PH/Hz 460/3/60 460/3/60 460/3/60 HEATER NOTES, # O 00® 00 OOQ 00 00® 0 � 00® o 0 6 NOTES; 1 CONTRACTOR SHALL PROVIDE COMBINATION STARTER AND FUSED DISCONNECT SWITCH, 2 COORDINATE LOCATION OF DUCT SMOKE DETECTOR IN SUPPLY AND RETURN OF EACH UNIT, 3 PROVIDE INLET GUIDE VANES, 4 PROVIDE EXTRA SET OF FILTERS FOR EACH AHU, 5 PROVIDE 2" THICK PLEATED 30% DUST SPOT EPFICIENCY FILTER, PARR 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 PAN :, ,,r� A WALL COIL CONDENSATE DRAIN PAN WHICH COMPLIES. WITH ASHRAE STANDARD 62r iWALL �o,� ��NOE��r DRAIN PACKAGED WALL AIR CONDITININC UNIT SCHEDULE MARK BASIS OF MODEL N0, COOLING HEATING ELECTRICAL PAN BLOWER E,SrP FILTER WIEGHT DESIGN CAPACITY MOTOR DIA CFM MOTOR .SPEED SEER BTUH KW V/PH/Hz AMPS INr HP RPM N0. IN, WC. SIZE LBS, AC-1121&3 BARD WA421C05MFXXXB 431000 5 460/3/60 2,5 24 2600 1/2 1070 2 0.3 20x30x1 500 10 1. PROVIDE SIDE SUPPLY REGISTER, EXTRUDED ALUMINUM. NO DAMPER, WITH 2 SETS Of: INDIVIDUALLY ADJUSTABLE BLADES, FRONT BLADES IN VERTICAL POSITION, 2, PROVIDE RETURN AIR GRILLE, EXTRUDED ALUMINUM WITH BLADES FIXED AT 450 ANGLE, 3, WALL MOUNTED UNIT SHALL BE SELF CONTAINED UNIT. COIL SHALL BE ALUMINUM FINNED COPPER COIL. BLOWER SHALL MULTI -SPEED BLOWER MOTOR PROVIDING, AIR FLOW ADJUSTABLE FOR HIGH AND LOW STATIC OPERATION, MOTOR SHALL HAVE OVERLOAD PROTECTION, - # COMPRESSOR SHALL BE RECIPROCATING DESIGN-D TO WITHSTAND HIGHER COMPRESSION RATIOS, EQUIPPED WITH CRANKCASE HEATER AND DUAL DISCHARGE MUFFLER, CABINET SHALL BE GALVANIZED 20 GAUGE ZINC COATED STEEL, PROVIDE AN AUTOMATIC LIMIT AND THERMAL CUT OFF SAFETY CONTROL - HEATER HEATER SHALL BE FACTORY MOUNTED, FILTER SHALL BE 2" PLEATED FILTER FACTORY INSTALLED. PROVIDE BUILT-IN CIRCUIT, BREAKER, PROVIDE FULL LENGTH MOUNTING BRACKETS, ,... _ .. i 3 1 Y FAN SCHEDULE FAN MOTOR EQUAL TO MARK SERVICE TYPE • CONTROL WEIGHT NOTES CFM ESP IN WC RPM DRIVE HP V/PH/Hz MFG, MODEL _No, EF-14 TOILET ROOF 1060 ,37f5 1453 DIRECT 1/2 115/1/60 INTERLOCK W/, AHU-8 PENN LF12QL 120 O O ® O EXHAUST EP-15 TOILET INLINE 400 .375 1097 DIRECT 1/8 115/1/60 INTERLOCK EXIST W/ AHU-3 (PIS) PENN SX95TAL 100 1 O 3 O 4 O EXHAUST EF-16 TOIL-T INLINE 220 .25 840 DIRECT 1/12 115/1/60 INTE EXIST FIS) HU-2 PENN SX95WAL 100 10 O3 SEACH RM SF-1 SUPPLY INLINE 3010 50 1583 BELT 1 1/2 460/3/60 INTERLOCK W/ AHU-1 PENN SX125BA 120 1D O2 AHU-1 SF-2 SUPPLY INLINE 740 375 1288 DIRECT 1/2 115/1/60 INTERLOCK W/ AHU71 PENN SX95QAL 100TRANSFER O O SF-3 SUPPLY INLINE 4600 .50 1319 BELT 2 460/3/60 INTERLOCK W/ AHU-6 PENN SX1655A 300 O O SF-4 .SUPPLY INLINE 750 '50 1419 DIRECT 1/2 115/1/60 INTERLOCK' W/ AHU-7 PENN SX95QAL 100 SF-5 SUPPLY INLINE 2310 '50 1836 BELT 3/4 460/3/60 INTERLOCK W/ AHU-5 PENN SX1155A 150 O O2 SF-6 SUPPLY INLINE 2250 .50 1798 BELT 3/4 460/3/60 INTERLOCK W/ AHU-8 PENN SX11513A 150 EF-17 EXHAUST ROOF 3150 25 773 BELT 1/2 115/1/60 INTERLOCK W/ AHU-3,4,9 PENN LINEA LF20 200 O O 0 EF-18 EXHAUST ROOF 1680 r25 1235 BELT 1/3 115/1/60 INTERLOCK W/ HD-1 PENN LINEA LP14 150 EF-19 EXHAUST ROOF 1200 ,25 989 BELT 1/6 115/1/60 INTERLOCK W/ HD-2 PENN LINEA LF14 150 O O3 O5 EF-20 EXHAUST DISHWASHER ROOF 400 .375 1481 DIRECT 1/6 115/1/60 INTERLOCK W/ HD=1 AHU-3 4 9 PENN FUMEX FMX9 L 100 1 3 45 7 EF-21 EXHAUST DISHWASHER ROOF 400 375 1481 DIRECT 1/6 115/1/60 INTERLOCK W/ HD-2 AHU-31419 PENN PUMEX FMX9QL 100 10 0 ® 5 O7 NOTES. O PROVIDE WITH CLEAR ANODIZED ALUMINUM LOUVER (FLANGED) AND BACKDRAFT DAMPER, O CONTRACTOR SHALL PROVIDE COMBINATION FUSED DISCONNECT SWITCH AND MOTOR STARTER. COORDINATE COIL VOLTAGE WITH AHU CONTROL, 3O PROVIDE INTEGRAL, DISCONNECT SWITCH ON UNIT, ® DIRECT DRIVE FAN SHALL BE PROVIDED WITH INTEGRAL SPEED CONTROL, O PROVIDE FACTOR ROOF CURB, © HOOD PAN WIRING BY DIV, 16 CONTRACTOR, EP-18 & 19 INTERLOCK WIRING BY CONTROL CONTRACTOR. O EF-20 & 21 WIRING BY DIV, 16 CONTRACTOR, PAN POWERED VAV BOX SCHEDULE VAV BOX DESIGNATION LOCATION INLET SIZE INCHES PRIMARY AIR CFM PAN 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-39 2nd FLOOR CENT, 6" 300 200 .05 220 2 277/1/60 35 VFR-0606 VAV-40 2nd FLOOR CENT, 1211 1200 800 '05 440 2 277/1/60 35 VPR-1218 VAV-41 2nd FLOOR CENT, 12" 1200 800 .05 440 2 277/1/60 35 VPR-1218 VAV-42 2nd FLOOR CENT, 12" 1200 800 .05 440 .2 277/1/60 35 VFR-1218 VAV-43 2nd FLOOR CENT, 12" 1200 800 '05 440 2 277/1/60 35 VFR-1218 VAV-44 2nd FLOOR CENT, 1211 1200 800 .05 440 2 277/1/60 35 VPR-1218 VAV-45 2nd FLOOR CENT, 1211 1200 800 '05 440 2 277/1/60 35 VFR-1218 VAV-46 2nd FLOOR CENT, 1211 1200 800 .05 440 2 277/1/60 35 VFR-1218 VAV-47 2nd FLOOR CENT, 1211 1200 800 '05 440 2 277/1/60 35 VPR-1218 VAV-48 2nd FLOOR CENT. , 12" 1200 800 '05 440 3 277/1/60 35 VFR-1218 VAV-49 2nd FLOOR CENT. ' 12" 1200 800 .05 440 2 277/1/60 35 VPR-1218 VAV-50 2nd PLOOR CENT. 12" 1200 800 .05 440 3 277/1/60 35 VFR-12-18 VAV-51 2nd FLOOR CENT, 12" 1200 800 '05 440 2 277/1/60 35 VFR-1218 VAV-52 2nd FLOOR CENT, 12" 1200 800 '05 440 2 277/1/60 35 VPR-1218 VAV-53 2nd FLOOR CENT. 12" 1200 800 .05 440 2 277/1/60 35 VPR-1218 VAV-54 2nd FLOOR CENT, 12" 1200 800 '05 440 2 277/1/60 35 VFR-1218 VAV-55 2nd FLOOR CENT, 1211 1200 800 .05 440 2 277/1/60 35 VFR-1218 VAV-56 2nd 'FLOOR CENT, 1211 1200 800 '05 440 2 277/1/60 35 VFR-1218 VAV-57 2nd FLOOR CENT, 12" 1200 800 '05 440 2 277/1/60 35 VFR-1218 VAV-58 2nd FLOOR CENT, 1211 1200 800 '05 440 2 277/1/60 35 VFR-1218 VAV-59 2nd FLOOR CENT, 12" 1200 800 '05 440 2 277/1/60 35 VPR-1218 VAV-60 2nd FLOOR CENT, 12" 1200 800 .05 440 3 277/1/60 35 VFR-1218 VAV-61 2nd FLOOR CENT, 1211 1200 800 .05 440 3 277/1/60 35 VFR-1218 VAV-62 2nd FLOOR CENT, 12" 1200 800 '05 440 2 277/1/60 35 VPR-1218 VAV-76 2nd FLOOR CENT, 8" 600 400 .05 220 3 277/1/60 35 VFR-0811 VAV-77 2nd FLOOR CENT. 12" 1100 800 '05 440 2 277/1/60 35 VFR-1218 VAV-63 15t FLOOR CENT, loll 900 700 .05 440 3 277/1/60 35 VFR-1011 VAV-64 1st FLOOR CENT, 1011 620 400 r05 220 277/1/60 35 VFR-0811 VAV-65 15t FLOOR CENT: 8" 540 400 '05 220 277/1/60 35 VFR-0811 VAV-66 1at FLOOR CENT, 10ll 1080 800 .05 440 277/1/60 35 VFR-1018 VAV-67 1st FLOOR CENT, 811 - 490 300 .05 220 277/1/60 35 VFR-0806 VAV-68 1st FLOOR CENT, 611 330 200 '05 200 277/1/60 35 VFR-0606 VAV-69 1st FLOOR CENT, 8" 600 400 '05 220 277/1/60 35 VFR-0811 All 4 220 VAV-71 1,5t FLOOR CENT, 300 .05 220 17711MO 35 VFR-0804 VAV-72 1st FLOOR CENT. 811 550 400 .05 220 7 277/1/60 35 VPR-0811 VAV-73 1st FLOOR CENT. 8" 400 300 '05 220 277/1/60 35 VFR-0804 VAV-74 1st FLOOR CENT, loll 1090 800 r05 420 3 277/1160 35 VPR-1018 VAV-75 1st FLOOR CENT, 12" 1200 800 .05 . 440 277/1/60 35 VFR-1218 NOTES; PAN POWERED VAV BOXES SHALL INCLUDE THE FOLLOWING ACCESSORIES, 1, PROVIDE ELECTRICAL HEATER WITH MAGNETIC CONTACTORS, INCLUDING •24 VOLT CONTROL TRANSFORMER ALL CONNECTIONS SHALL BE PREWIRED INTERNALLY, 2, PROVIDE PRESSURE PROBE; 3. DDC CONTROLLER POR VAV AND DAMPER ACTUATOR SHALL BE FURNISHED BY THE TEMPERATURE CONTROL CONTRACTOR AND FACTORY INSTALLED BY VAV BOX MFGr 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, - 2 U } m 't E , i o cl) I w � I i i i W i o a Ll Z n Q 0 1 N � ® > w � cd ¢ r cr w p J 00 co 0 'I u Lij z tL W o LL Q o o W W Cc Z W Z Z a)a (1)�) mom` u U 0 Lo m I� J J W Q 9 i W �." W W Z W CL a I, C Q , im c. C. cr 1- 0 a, t, c • ccj 0 '. cc • 0 0 m 0 0 FA 19 s FAj r 3 51HIli J I � � 311 CONDENSATE LINE 2 ,-, (I Zr Zr 0o SEE CIVIL DRAWING U U F7 0 T _4L, — F0 6NTINUATTO } c ® o fl D � a p 4° 'I T & P RELIEF LINES BELOW SLAB 1, p TERMINATE 4 SANITARY LIN TIGHT TO COLUMN u TO 6"' GOOSENECK DOWN 6" ABOVE WITH 4" LIFT CHECK VALVE � ND 4 ELBOW WITH p P FOR FUTURE A' CRAFT SANITARY FINISHED FLOOR , SLIP FIT CA � 1 4" SANITARY DUMP STATION, FINAL TERMINATION CONFIGURATION _ p 4" F.C.O. DETERMINED AT A LATER DATE AND COORDINATED i; SEE DRAWING P 2 PIPING BELOW SLAB TO BE E (2WAY) AND USER, SEE DETAIL "A" THIS SHEET„ FOR CONTINUATION WITH OWNER A � � _ E� • - WAREHOUSE J E 2" COLD WATER CW BAGGAGE MAKE-UP AREA I SEE DRAWING P-2 a PIPING BELOW 2 VALVE ND CAP FOR CONTINUATION — PIPING TIGHT TO 4° CAP C SLAB EXPOSED STRUCTURE FOR FUTU E Z IN BAGGAGE AREA LIFT CHECK 3u p O I 3/4" CW DOWN P. VALVE Uj o IN WALL p , WALL HYDRANT Lu Fp[Rr /lJ.l Z i 4n P ~ I p q o a Q - - - © o 0 0 ui DETAIL A - - HW SUPPLY HEAT TRACED p N,T,S, SEE SPECS 15432 3 3" BACKWATER Lu L VALVE IN CAST IRON I P-1 P - 5" VALVE BOX (TYPICAL) --------- (2)3'1 HW & CW SUPPORTS 4x4 WATER SOFTENER MFCH/FL F Z P F,D,"B" ? 2 SALT STORAGE AREA Q REMOTE READING ,- p BEGINNING INVERT D `� WATER METER [I p ELEV. 99'-0" . SEE SPECS 2 V „ 3n I WALL PENETRATIONr7 I I & 2 C.O. PLUG aJ I 4" F.C.0, TYPICAL 2 1/2" �(- �( 1" CW MAKE-UP TO H S I�E�MI (2WAY) WALL PENETRATION % P-1 P-6 r ---- �J REDUCED PRE�SU �Tl ,I I PREVENTOR MdU �qNP-1P-6 I GAS TO WEST cAL_� i sscw I sHw 1 (- M CW I P1 I I O D KITCHEN COLD WATER III ENTRY 1 GAS A E #11 o Q Q CV a U u D . I t 6 2 v P-1 P- 6 Q> c� . a o o P-1 P-7 I I ��-- --- _ --- °, (� � J � I - ---- - -- (�WOMEN — - - N 0 =O Q o U °' Y R © 3" VENT UP TO I n _j m Cc U © © WHY j 12 8 6 GAS VENT OFFSET UP 1 1 I W m p 2ND FLOOR P-5A I N 12" WCO THRU ROOF TIGHT TO COLUMN (y O Q O Y © o µ P-6 P--1 P-6 p W W L ¢ N 3u 'O ELEV• HOT WATER STORAGE TANK a . � � � � EQUIP. /� SET ON HOUSEKEEPING PAD W 4" F.C.O. `n �f �' _2 ROOM V W Z Z N o o m, (2 WAY) a I _ (i �_ II 11 4 3° F,D, "B" FOR WATER SOFTENER z � �� 4" - BACKWASH LINE AND WATER HEATER ! U) � .2 U ro m 4 SS - I - - `_-I , P-5A 2" WCO ESCALATOR DRAIN PAN DRAIN m o „ P-2 EQUIP. ROOM . J a tC L " 2 v 114A DUPLEX WATER SOFTENERS Q � t 1/2 T.P. LINE TO �I C� 3" F,D,"A" (TYP, �i I SET ON HOUSEKEEPING PAD p ZZ 2 PLACES) 2" WCO MFN P 6 1 J - �A N.5 I_ J � P-12 CAN wasH 12 9 P-1 P-6 P-1 P-6 � Q i -� N �-- CC I 11 N 4 Q o 3/4" HW & 2" CW DOWN TO HEADERS W 12 �. - ' 4u uWi AND (2) P,D,L"B"'S \ W _F11P-1 P-5 < o ( U 4" F,C,O, BEGINNING INVERT ELEV _ I � (2WAY) ELEV, 99'-0" N0. 3 0" z I. ® > o 2" W,C.O, „ w I J U p uL C GAS p CW 2 1/2 C GAS _ -_ - --- ----- --- - - - __ Q ^ I GAuj - 0 — — — — 1/2" SHW & p L� U 1 MECHANICAL 4„ CW DOWN AND 1/2" � MM C • } ROOM 2" VENT UP P-10 (2) P,D,I, °A" W C DIRECTOR INTEL. TO 2ND FLOOR - 1 � 211 16 16 5 AHu PIPING BELOW P-ri CON =Y R I { 3° F,D,°B° R00 SLAB OFFICE OFFICE OFFICE f CORRIDOR 1 O Q 1 O 8 1 1 O P_1 P-5 TELEPHONE`- SECURITY AREA 109Off RUN GAS PIPING WITHIN aRE 'K ROOM ROOM VENTED CONTAINME NT 3" F.D,"B" 11 3 PIPING PER STANDARD 1/2" T,P, LINE 2„ 3" BACKWATER VALVE 01 GAS CODE TO 3" F,D, "A" IN VALVE _BOX WITH AHU PIPING I 1ST FLOOR n P,5 U) 3'� GAS I— LID FLUSH W/FIN, FL, 4 SEE DRAWING P-2 8 3° F,C,O, CEILING CAVITY >� FOR CONTINUATION P-1 P-5 P-1 P-6 � NOTE: THIS PROJECT HAS A RETURN AIR 0 PLENUM IN THE CEILING p GENERAL ";" BACK COUNTER 1 0 % w CAVITIES OF THE 1ST & j HANDICAPPED „ �� PIPING IN 1ST FLOOR w 2ND FLOORS, NO PLASTIC OFFICE ,2 CO 1 Wc0 CEILING CAVITY �,a, PIPING SHALL BE INSTALLED LAVATORY 1 6 6 (3)P-5 W TINGP M P_6--1------I---I------I--------I---r------r--I--------I--�-----I--�-- r--1- -I- �---- I- �- � �- �- ��---- � � IN THESE AREAS, TYPICAL, I I I I I I I I I I f I I I I I I I® 0 6 I- I I I I 4u J-----! --L-----I--! -----—I-----�-- L----- . SHW �� p 2" ! SHW HW SUPPLY HEAT TRACED PIPING IN 1ST FLOOR �� 2 W,C.O. -- -{ 4" 4° SEE 15432 SPECS CEILING CAVITY 4 WASTE DOWN p ' --- FROM 2ND FLOOR----, u I PIPING BELOW 2 V (3)P-1 �° I I N SLAB 6" �� ' ° Q � � � I yV ILL t E N 102 CW I 4° F.C.O. (2 WAY) PIPING IN IST FLOOR ....� 111�,SS _ -- CEILING CAVITY GENERAL 16 7 3/4" CW DOWN TO NI STORAGE 3/4" HEADER � z o 4" 2" CW UP TO 3/4" SOFT HW I U cn u SEE DRAWING P-2 I 2 1/2" GAS CAPPED CAP 2" SOFT HOT AND COLD WATER 2ND FLOOR FOR CONTINUATION 2" CW DOWN TO I FOR KITCHEN ON 6" AND BALL VALVES FOR KITCHEN - I GAS SECOND FLOOR p 2 HEADER 2ND FLOOR, RUN LOCATED ON P SHW —I- LINE WITHIN VENTED 2° CW p (J.. Z cW I 3"V - CONTAINMENT PIPING 2" CW UP TO Q - 2"V------�------- I PER STANDARD GAS LOaaY 2ND FLOOR - - - - ff�� ^ � 3" COLD WATER I MAN 3"V_ P-4 �P_7 ( CODE (TYPICAL] 1 O 1 - ® '� VJ CL 1 JPERV SEE DRAWING P-2 I P-3 1/2" SOFT HW �- FOR CONTINUATION I 1 O 3 Ig�P-g I 0 �-' MACH/Fi �C 17 0 - _ - I 2ii co 3uFpuA" 4„ I 4" N I UP TO 2ND FLOOR SHW 108 I(2)P-5 2 I F-6 P-2 ( 3/4" �l Cw R � E � CW 3" VENT UP TO 2ND FLOOR - - 3/4" CW 0 N 3" VENT 6" I' UP W V, 3/4° HE ggE�R �4 , .� A STAIR UP TO N 3/4 CW UP TO I I 2ND FL w 2ND FLOOR ' 2" CW DOI Ti0 0 2" HEADER & P; ,I u i rl �R - 3/4" CW D TO � WALL HYD ANT -'.I • HOSE BIBB 4" GREASE DOWN FROM T4" 2ND FLOOR KITCHEN 1 1 P ss �-- H13�' W,C,o, 1 �� 311 W, i P-1 P-5 WALL HYDRANT WHY 4" F.C.0. 4" W,C,O, (TYP 4 P A ESI / lu 4" RrL, DOWN I 4u WASTE DOWN N I / MEN IN COLUMN (2 WAY) 5 FROM KITCHEN (4) 6" RAINLEADERS TO�B a 17 2 ON 2ND FLOOR CONNECTED TO HIGH R, 0 H GUTTERS 6" / 611 4" A-3.2�A-11 iPIPING BELOW FINISHED SIDEWALK I r I _ DATE 1 t — I I 1-27-94• 6" 4" F.C.O. / 1 4u 411 I u / PIPING BELOW DESIGNED BY 1 10ii 10" gn �" 6u 6 3 // FINISHED SIDEWALK FMf sD sD sD _ P-1 P-6 ,/ i 4" F,C,O. / PLAN REVISE® / DRAWN BY 2 WAY O JTM j I 12" STORM DRAIN LINE ( ) / NOTE: TOP OF ;r DRAWING C-4 --J A 3" VENT � :, CHECKED BY SEE CIVIL DRAW N i _............. O GREASE TRAPS 1 FOR CONTINUATION SHALL BE SET LMH ¢ ..,_... .......:. AT 99'-0° FOR ..,..,.. SAMPLE I. . TWO GREASE TRAPS FUT, ROADWAY 1_ " " ITARY LINE INVERT ELEV• 97'-6° BOX ,,.:.... ,... a 96 0 4 SAN , � CAD CODE - ..... ..,... 6 SANITARY LIN INVERT ELEV, P-1 P-6 I LOCATED BELOW ....:.., ::.. SEE CIVIL DW G C-4 FOR CONTINUATION SIDEWALK 3652,02�P-1 SEE CIVIL DRAW G i I I y EV, 1OO -O I O PROJECT NO. FOR CONTINUATI N �ASIiS 0� DESIGN, SIN, L. EL 9 g 10 O 14 P-1 P-6 15 1 6 17 3652,01 8 DRAWING NO. ": 4 F,C,O. P-1 -: R PLUMBING-PLAN� 3 FIRST FLOOR i N L7 _ SHEET OF ,. _ •'••,:.... •,.,, a •, ,: ... _ .. _ u 1 i_0uSam 8 : • :. a .'-. -- - _ . T _ r .. r 0 0 0 m 19 II B L �t o. J t O . n 1 IN JANITOR/ STORAGE c N 13\7 4" SANITARY L=- SEE DRAWING P-3 FOR CONTINUATION XR ) � I I( XS CN STIBULE - 2 CAP OFF EXISTING 4" LATERAL 0 R�MOVE EXISTIY'.G P'V•C C,D, PLUG & INSTALL NSW 4" F,C,O. 1, - 1/2" CW DOnWN JTO DQ 1/211 SHW SEE DRAWING P-3 FOR GO-NTINUATION R 1 MECH 2 1/211 CW ROOM SEE DRAWING P-3 16 9 FOR CONTINUATION 411 0 4° F.C,O, a) N _. . 2° CW �'_'_-- 211 COLD WATER P SEE DRAWING P-2 PIPING IN 15T FLOOR FOR CONTINUATION CEILING CAVITY g 7 W p P Q i p ' a o Z o .2 o p V p Q > j ' A w �' E I W 0 m U Q mm P ! ll.. QOm= � w u Q L P - tN w W _Z 12) Q m E p m m , z m a m p ; W U) p --J ro m p Q Lo co ._ • I-- _J a p N w me 3 4 5 P 6 (o< �� 2 P p � EXISTING 4" SANIT' RY 1 I- W CAS OFF: EX _ - P AND ABANDON BELOW SLAB ~ \ W �-- CONNECT NEW 4" WASTE TO EXISTING i u u EXISTING 4" SANITARY i TECS ROOM 170 STORAGE . 177 ER & P.D.L"A" 1/2" SHW DOW 1/2u CW DOWN -\ 4" F.C,O, (2 WAY) i INTERVIEW j 1 S1 INTERVIEW 178 HOLDING 1 I I IN THESE AREAS, TYPICAL, I I yI I C2.0 AUDIT / LAB (2)P-2 15 o MAIL GENERAL 1 (0 1 OFFICE 2" W.C.O,, 211 VENT - - - - - - 3" CONDENSATE rz° WA "- Cc T u n CL DOWN FROM 1ST FL W,C.O. 1 1/?� CW & 1/2 SHW a � I -------2nV-j UP TOI 2ND FLOOR 2u W.C.O. HOLDING 2 VES T IB' • ; U I �° 1 02 1 1/2u CW DOWN TO 2° OW UP TO a° (�.� -J 179 P 6A nn ° ; I ;SEC, HEADER & P.D.L"A° 2ND FLOOR 3" GAS - • G 1 1/2" CW DN TO I 3" VENT SOLATION �I STOR. 1/2" SOFT HW DOWN 4" WASTE DOWN SEE DRAWING P a ° HEADER AND I TO 2ND F�OOR 15 5 P-1 (� J TO HEADER & P,D,L"A" & W•C.O. FOR CONTINUATION P,D,LuBu rn D WOMEN An P 4 I 4 1 O 2 ° 2"V HEADER P. 2uV T L. 1 2uV } -- I P-8 - GENERAI 3/4" SOFT HW 4u � SS -- _---------- - 1- SS ---- n SS CORRIDOR 16 9 1 STORAGE l 7 SEE DRAWING P-1 2 1/2° I 3„V I GAS GAS FOR CONTINUATION -�- SHW HW HEAT TRACED &?W, SHW 1-I-'�- T- -SHW CW CW a SEE SPECS 15432 n r CW - T— q 3 311 COLD WATER B. H B I�-4 P-45 BREAK - I SEE DRAWING P-2 - _� -J ROOM RUN GAS PIPING ITfIN VENTED mm^TT„ SHW II FOR CONTINUATION 1/2° CWI 17 3 CONTAINMENT PIPI�- PqR STANDARD II P W,C,O, _ DOWN t� I PLUMBING CODE AHU u u u MEN -� 1 2" SHW r r, , A tNG SUPERV 3 F.D. B N / _AR ,n I TR IN Q (2 P-5 DOWN = i 1 7 4 r �J T.P. LINE I W,C.O. _.-_. MECH/ELEC [vin" 1 tl E Y Y SHEET FXiSTINC 4" nAT ! TO 3u F,D.uAu p� 1/2u ^T,P, LINE I no 81 I ate° P-9 F F 6 0 0 15 E I' I 3/4" CW DOWN TO STORAGE o xi HEADS AND P,D.I.uA€€ 138A 3" CONDENSATE (TYP. 2 PLACES) ---- SATE 2�'W.C. Y. �, X1 — --- — — — -- w� o T T ... 2u VTR EN W 3" BACKWATER 3/4" a VALVE IN VALVE AHU BOX WIT LID --- �€ 1 I i �� P-6 1~I H 2 W DOWN TO 0 FLUSH WITH FIN. 3" F.D. "B" " I P-2 GRADE MECHANICAL 2 CAW HEADER P_31 - _4 AN P.D.I."C'€ I: a O� l T lP_2 r P-6 XH XJ P_a (, J ❑N I o N � •° 1/2" CW I (2)P-5 Yj 1/2" T.P. LINE Q N DOWN - > c0 _ _ HOB. TO 3° F.D."An o W �, E � n n ITYP. 2 PLACESJ -� a 2 W.C.O. o RCC I O O o rn EXIST. N.B. X2 (� 1 73 J v1 TO REMAIN REMOV-�E; STING LL PLUMBING FIXTURES, W W o m� m ... .. AND RELATED Z •;, � �, ' T, 4✓ ~ W U ro WASTEJVENT HOTANm o y ,e EXIST. H.B. +--c. . .. ...._ ..... z z N COLD WATER PIPING c U o N TO REMAIN I z m a X 2 ��/�) c) D EXIST. 1u CW P j uo Go L CONNECT NEW 3° MAKE-UP TO Y ® 1, N W a ro HVAC SYSTEM I c� � SANITARY TO EXIST. ;l TYPICAL 4 PLACESEXII F EL E C T CUSTOMS CW SUPPLYROOM 138 JXT 2 I : € CART fui STORAGE MrCi N TRAINING F W ROOM ROOM € P 3"VFit � a O1O ME I COMM z• P2 ROOM € I m F EXISTING 1 1/4" € U J P-6 TOIST, 411 REMAINAN. _..._..._ NEW 3" VTR CW SUPPLY € - _ M _ _. _ ^ J M r N z U C-6 STORAGE €€ q EXIST. 1-1/2 VTR f Q ROOM E I SECURED ` C O P-2 TOR MAN P u O15 APHIS BAGGAGE a I I AB STORAGE X4 P-2 012 , I € j�IWOMEN j( € F i ... E O I I NEW 2" CW ON OP 6 3"V O 1 TO HEADER AND P 6 P.D.I. "C" X 4 013 WOMEN APHIS P j2uV OFFICE EXIST. 1-1/4VA " CW r1P'2 NEWr2" CW I UP TO 2ND FLOOR 1.1�1 TO REMAIN CW SUPPLYEXISTING 2 1/2° EXIST. 4° �AN, a ! APHIS I DOWN FROM ND p - --- I FL. TO REMAI I GFNFRAL o OFFICE BREAK APHIS :z - €€ �, ROOM STORAGE APHIS REMOVE EXISTING 3/4 . !I°€��' 16 O17 ;SUPERVISOR �sd CW LINE AND WALL I.>I TECS ®. HYDRANT, CAP LINE ROOM J ...� ..^... EXIST. 2" CW a EXISTING 2 EXISTING 2 1/2° fi € TO REMAIN P CW SUPPLY CW SUPPLY € X6 C� ... CORRIDOR u , r o �T ❑LFV X6 w EQUIP 0 U AIRPORT O DIRECTOR t' { 6� T E g. € STORAGE 177 s i IN -BOND € nn • r. � � .ice WEAPONS CHIEF STORAGE INSPECTOR 20 0Ll Lj Ll LJ 11 Ll LL (� EMOV EXISTING 1/2" SHW I U € PLUMBI�G FIXTURES, SEE DRAWING P-1.1 j 1 '�i i AND R LATED FOR CO TINUATION CLOSE EXISTING REMOVE EXISTING SHUT-OFF EXISTING 1/2" / WASTE VENT, HOT AND " ( PIPING IN 1ST FL CEILING CAVITY 1/4" CW VALVE y I ' VALVES WITH NEW 2 1/2 CW �` CW SUPPLY „ �� REMOVE 1-1/4 CW COLD NjATER PIPING SHW , TO REMAIN �€ ( PIPING AT THIS POINT - € III HT T CLERICAL T :. 3„ -1 — ...�._. , m ....... . _.. ._. G. ...... _. .__ ....._..� .m AWING ^P-1.1 j CW ._....-._." ..... _ ..—.......m.. __......_._......m m ---, m. .m..... ..T.m.. _ _..T_....m. SEE DRAWING 1 PAT DOWN SUPERVISOR it �� FOR CONTINUATION _ _ w C.E.T. _ _ ..... W _NrOR ENFORCEMENT .0.._uwM.. .- iMECn SEARCH SEARCH OFrIC❑ SOFT HW SUPPLY " " u 1'44 OFFICER OFFICE ROO CASHIER ROOM n1 o0M #t2 1 3 1 6 1 4 7 HEAT TRACED, SEE i I € � � SPECS 15432 - EXISTING 2 1/2° i Cam- wU I . Xg R= T u TO REMAIN CLOSE CW VALVE T C P EXIST. 3/4 CW l f STORAGE STORAGE TO REMAIN n AND I'REMOVENEW f CAP EXISTING AND 1 1/2 CW!/ / �f j CUSTOMS ABANDON IN PLAC GENERAL OFFICE CLOSE EXIST. EXISTING 2 1/2° 1-1/2"CW VALVE I DATE CW SUPPLY �� UP g.ANDREMOVE NEW 4 F.C.O. _ 6-1-95 14 5 TO REMAIN/ 1 1/2 CW �1ESTIB LE 2 BRE K kOOM i € " NEW PARTIAL � '�" FIRST `jam (� PLUMBING PLAN (� CAP EXISTING AN(S I TRAINING 3 SANITARYI V Y V SHEET DESIGNED BY 1 A R 1 I A L 1 I 1 1 S i L O 1 1 1 L U B ING 1 L A 1 N ABANDON IN PLACE 14 8 �' � P SEE DRAWI 15:0 -1 o I IMF \O\ ..\ P P ,1 F R — I CONTINUATION X 1 0 NEW 3/4" CW r p I _ II DRAWN BY I ;w..�.....�J 10 STORM DRAIN DOWN IN WALL W....... -.�' 5... n.: k..m �...... ....mm__� O 5-�.....ms / S m -... _ JTM . �+ — — SEE DWG. P 1.1 FOR O T TH I� �_ r O CONTINUATION CHECKED BY TO.- LLJJ LA W.HY. RELOCATE EXISTING € € - 1/2 SriW AND G OSE EXISTING 2" V.T.R. WALL HYDRANT TO 1/2" CW DOWN CAD CODE v, C�(V VALVE AND NEW WALL REMOVE EXISTING EXISTING 2 1/2" CW 3652:01\P.-3 ; 4" RAIN LEADER DOWN q" 8" 8" 1 1/2€' CW SUPPLY TO REMAIN 10" rH IN COLUMN (TYPICAL) SD SD , PROJECT NO. cO 10" REMOVE EXISTING 3" CW 3652,01 dN A-3.2 A-11 RISER WITH SHUT-OFF _ VALVE STRAINER PRESSURE o ❑ X 1 1 T - - ' —' DRAWING NO. REDUCING VALVE AND • O , PRESSURE GAUG 1.2 ,. SHEET OF i o 215 r: , 4 r �3.; : 0 0 G 0 0 0 G r, U 19 — --_E- 3" V 3" VENT UP FROM 1ST FLOOR, 3" V.T.R. -,-rT--17--17- I I 4 SANITARY LINE � I TO 1STnFLOOR ..,, u uit II DOWN TO 1ST FLOOR 6u ROOF 6" RAIN LEADER 2 DATE (4) 6° RAIN LEADS DRAIN �f—' DOWN 1-27-,95 TO BE CONNECTED I RL �l I RL T BY T-Q--HI—GH---RO- -- - - - - -TFF- - - - 6u I DESIGNEFMF i GUTTERS Fu 19 9 0 9 x x ry t U e',',:' 'yi. =j�: ea; A [ .. ....s..+: .. m .e-,_r,. .a•. >` J,. r, r a:. 4„ to TO 2 L: . 6 q a bs R t �k a r s. j,?:e I A -4r V; 0 RUN BETWEEN LIGHTING & NOTE: SPRINKLER PIPING SHALL -'BELOW, DUCT WORK, WORKING -CENTER LINE HEIGHT n q PTNILI FP PTPTNIr 1: r 0 , qPAI I P)F APppny r)lj &Rn\/F I . I ill C;[ IPPI Y I T N Fz m 0 YJ CL tu IT w w PIPING RED w INSTALL 13EHIND 1211 X L3 INSPECTOR'S 1211 ACCESS O�S,'& Y. W/�TAMPER SWITCH TEST/DRAIN PANEL IF BEAM CLAMP INSTALLED IN FINISHED AREA 286 DEGREE F SPRINKLER HEAD IN ALL THREAD ROD ELEV, EQUIP, ROOM 1" UNION IL MIN, 411 OF NOTE: DEVELOPED BASED ON DIVISION 16 AND INSTALLING LENGTH FROM STD. HEAT DETECTOR FOR ELEV, EQUIP, SHUNT INSPECTOR'S TEST EXTERIOR TO TRIP AND SMOKE DETECTOR IN, EQUIP ROOM. �VALVE:SHALL HAVE OFF :TEST AND �x VALVE PIPE HANGER RING LT.T. GRIN ELL FIG, 6 9 TYPICAL, ELEVATOR'Room DRAIN SETTINGS' ESCUTCHEON SPLASH �R Nit c\1 CY) 0 _j Cc 0 0 �cy) c)) LL w w 0 U- Ljj cr z — — W Z, ta) U) CL U) Lo C\j co _j _j VJ w "w z 0 w...... ..... 0 I - , _ 0 C�l MBOLS SyELEm"0 TFitICAm L LIGHTING,', FIXTURE SCHEDULE LAMPS MARK DESCRIPTION DIFFUSER MOUNTING VOLT; MANUFACTURER REMARKS EQUAL BY:': QUAN. WATTS TYPE, DAYBRITE MOUNT IN ELAVATOR PIT COORDINATE EXACT CANLET,,HUBBELL LITHONIA A ELEVATOR PIT FIXTURE 2 9W 12 iCPL POLYCARBONATE WALL BRACKET 0 #IFW-209-PW LOCATION WITH ELEVATOR SYSTEM INSTALLER 21 k 4' FLUORESCENT I PARABOLIC TROFFER 2 F03216 T8 SEMI-SPECULAR CELLS GRID RECESS 277. DAYBRITE p OVI IC BALLAST LITHONIA,, COLUMBIA, METALUX 3500 KELVIN PARABOLIC w3GC232-285L EB7277 T8 ACRYLIC DAYBRITE A3 PROVIDE (2) ELECTRONIC BALLASTS SIZED FOR (1) C 21 x:4' FLUORESCENT TROFFER 3 P032 3500 KELVIN LENS GRID RECESS 277 #2DGA332fFS01-277-1/2-lE5 AND (2) LAMPS AS DIRECTED WITH EMERG. BATTER LITHON.IA, COLUMBIA METALUX PACK �S kHXN, �A A A A D 21 x.41FLUORESCENT TROFFER 2 F032 T8 3500 KELVIN- ACRYLIC LENS GRID RECESS 277 DAYBRITE = # 2DGA232PS01-277-EB P'ROV'IDE ELECTRONIC 'BALLA'ST' PROVIDE RETURN AIR FUNCTION LITHONIA,' COLUMBIA, METALUX E EXIT SIGN LED N/A N/A NIA UNIVERSAL 277 EMERGI-LITE DOUBLE OR SINGLE FACE AS INDICATED PRESCOLITE, LITHONIA, SURELITES LEDP(l) OR (2)R PROVIDE DIRECTIONAL ARROWS AS INDICATED P EDGE LIT EXIT SIGN 2 aw T-5 ACRYLIC EDGELIT CEILING MOUNT 277 EMERGI-LITE #X42RW - PROVIDE DIRECTIONAL ARROWS AS INDICATED PRESCOLITE, ALKO, LITHONIA, SUREL.ITES G RECESSED FLUORESCENT 2 18W CPL CLEAR ALZAK RECESS 277 PEACHTREE HALO, PRESCOLITE #PPF-8218-C-EB H 41-011 STRIP FLUORESCENT OR 3'-011 STRIP FLUORESCENT AS 2 T8 TUBE SURFACE OR 277 DAYBR I ITE PROVIDE ELECTRONIC BALL AST. PROVIDE'. LENGTH OF INDICATED P032 3500 KELVIN GUARDS CHAIN MOUNTED #T-232-EB FIXTURE AS INDICATED ON DRAWINGS LITHONIA, COLUMBIA, METALUX K RECESSED COMPACT 2 26W CPL. CLEARRECE SS 277 PEACHTREE PROVIDE HANGER BARS PRESCOLITE, HALO FLUORESCENT ALZAK --8226-C-EB #Ppr PROVIDE ELECTRONIC BALLAST L- 21 x 41 FLUORESCENT PARABOLIC 3 T8 SEMI-SPECULAR 277 DAYBRITE TROFFER F032 3500 KELVIN 18 CELL PARABOLIC GRID RECESS #Vb3GC332-36SL-EB_277 PROVIDE ELECTRONIC BALLAST LITIHONIA, COLUMBIA, METALUX, WALLBRACKET H.I.D, 40OW M. H. N/A WALL BRACKET MOUNT 277 STERNER SUPPORT TO STRUCTURAL BEAM AS INDICATED ELLIPTIPAR, INSIGHT, BPI AT 33'-811 A.F.F. #PD-� 38600-00 PROVIDE QUARTZ RESTRIKE N PENDANT MOUNT FLUORESCENT .4 P25 _T8 PARABOLIC STEM MOUNT V-61' 277 PRUDENTIAL PROVIDE CANOPY KIT & WHITE PENDANT KIT ICE, LINEAR, LITE CONTROL 3500 KELVIN AFFTO BOTTOM #P2b-2-06-XCTf_-M2-277V-AL FIXTURE SHALL BE6-011 LONGWITH4 LAMPS EACH p WALL BRACKET 2 P 0 312 T8 ACRYLIC WALL BRACKET AT 9611 APP 277 DAYBRITE . PROVIDE ELECTRONIC BALLAST NU-LITE,. LITHONIA, STAIRWELL FLUORESCENT 3500 KELVIN TO BOTTOM #W 13232-CP-EB-277V 'METALUX PENDANT MOUNT DAYBRITE PROVIDE 3/4° CONDUIT PENDANT, Q PENDANT MOUNT H.LD, 1 176W M.H. ACRYLIC 131 AFF TO DOTTOM 277 #LW-17-MH-27-AC12 PROVIDE SWIVEL BALL ALIGNER GENERAL ELECTRIC, LITHONIA, LUMARK PROVIDE QUARTZ RESTRIKE FOR NL UNITS WALL MOUNT H, 1. D, 1 250W M,H. POLYCARBONATE GLASS 15'-0ll APG TO BOTTOM 277 DAYBRITE #WLL-25-MH-27 GENERAL ELECTRIC LITHONI, LUMARK T H.I,D.,,, DOWNLIdHT 11 6w, M.H. CLEAR RECESS 277 PEACHTREE PROVIDE WITH QUARTZ RESTRIKE PRESCOLITE, LIT KIRLIN LITHONIA, HALO #PMH-10-175-C-QRS 2'-0ll WALL BRACKET 2 ACRYLIC WALL BRACKET DAYBRITE U FLUORESCENT CW/55 LENSE ABOVE MIRROR �277 #CB220-W MOUNT ABOVE MIRROR LITHONIA, NU -LIGHT, METALUX V, RECESSED FLUOR, WALL WASH 2 26W CFL CLEAR �RECESS 277 PEACHTREE HALO, PRESCOLITE 'ALZAK #PSL-8226-55-C-EB 4'-0ll WALL BRACKET T8 ACRYLIC WALL BRACKET DAYBRITE W FLUORESCENT P032 3500 KELVIN LENSE ABOVE MIRROR 277 #CB -132-W-EB MOUNT ABOVE MIRROR, FIELD COORDINATE LITHONIA, NU -LIGHT, METALUX X RECESSED HlD, 1'', 10ow M.H," CLEAR ALZAK, 277 PEACHTREE RECESS MOUNT :IN SOFFIT PRESCOLITE, HALO #PMH-7.1007POCL7100-277V Y RECESSED H.I.D. 1751W M.H. CLEAR ALZAK RECESS 277 PEACHTREE RECESS MOUNT IN SOFFIT PRESCOLITE HALO , #PMH-10-175-C-277V Z HIGH MAST APRON 1000w M,H, TEMPERED POLE TOP 480 STERNER #876-5X-AL-SFMS1000-48()- PROVIDE POLE MOUNTING RING AND MOTORIZED LIGHTING GLASS -RING TENON /HOR/POMB/BT37. (5) FIXT. PER PO L� LOWERING DEVICE, SEE SPECIFICATIONS GENERAL ELECTRICMcGRAW-'EbISON , AA 2' x 4' FLUORESCENT PARABOLIC T8 SEMI-SPECULAR 277 DAYBRITE TROFFER Fb32 3500 KELVIN 18 CELL PARABOLIC GRID RECESS #2Pb3GC232-23SL-E5-277 PROVIDE ELECTRONIC BALLAST LITHONIA, COLUMBIA, METALUX BB WALLIMOUNT HJ.D, 1 10OW M.H. GLASS ABOVE DOOR 277 MCPHILBEN # 100/SQ-277V MOUNT DIRECTLY ABOVE DOORWAY QUALITY LIGHTING, GUTH, McGRAW-EDISON CC 2X 4' FLUORESCENT TROFFER 3 F032 T8, 3500 KELVIN ACRYLIC LENS GRID RECESS 277 DAYBRITE #2DGC332-FA01 PROVIDE ELECTRONIC BALLASTS LITHONIA, COLUMBIA METALUX A X C I I I I I I I I I' RFI l�W Tf�l'TL�TRWFI I Li �. MATCH MAT LI N L A c a .. �.. �. .. _:. :.-. �' � . ,. � � _ ..' .... ., • -•-�� ' �® ate' _ � ;"ice � • 'a w� • • �� it rr r� �r • � • w� � � ... .�� e .� e.�. ®� e � � �� . � � o � � .. .. - ,. ..,. .F �. .,.. ... .. .. ... ',. , .. ., ., � .. .q:. IMEMENI TiL o . , y.: ,. .. .,: ... .,.. :.: ... .. .. .. , _: ,. .. ......:.. .. .... ... ....r-. ,. ... -.1., ... r -. ".:.,-..:.,. .. ..-.. .:. � - ... , .. ,.z .i -. _ :k ';; ,.- x .,.,. .. - '.;, ._ ... - ,. . ... ,... ..-,,. t, .,:- - ,...- ... .>..--... x _.. .. ,v ... , .:.., a. .. ,.. .- a -_x-.... .. •_ ,... .. -.... a-.. _... , .:. _...--....,x... . - _., w-. .. ... ,..,. x5 _s,.,. .,. Y. ,.. � ,_r..-lcPfz ,.. ,. .ry .. -.='f .,,. a't',.. ,.. _... ..r.t, 1 .-"�L C� c�' e 4 i /� !.L O W a y i A pZ� aIC } Cl H1' { 1' LL2 I -`L-d I I ,I ',,I 2. fE, x t a O Q O LL ,.CL s U a a 1. d ttYY11 f � k 6 j C L yy�"3 3 mm 4 tty[ I �I ist t � £ S Jk rl _ y }" L 4 t i { t k b F < Y F u v tE tS � 1 Si { ti ! J L # i N x ti 1f i iL } � FX % 5 K•. 4 '!1 i Y 3 IV A "J Vw cr- ,N >C') r m �y Ci O J U T 1 i f'W ~ L11 a =m ,�(n' ®. , 13,15 3 100 � 3 3 6 2 B 1.94 3 20 1 0 / 1 /0 1/0 3/4 n. 13.15 I 3 G 1:94 1/0 _ 5 _ A 6 HU 3.88 I � 10 A 26 PANEL L N 1 8 7.7 1/0 3.88 3 25 i 10 _ _10 3/4 B 17J 8 3 150 1/0 1/0 6 2 u : 3.88 � 10 c 17.78 1 0 ,. 27 - AHU 6 HEATER 18.67 , 3 A 28 ESCAL.ATOR #3 '(FUTUREJ 4.15 18,67 7 3 1 80 3 6 1 1/4 B 4.15 1 3 1 40 , ' 18.67 3 CONNECTED D TE .LOAD KVA C ) �B oc . EQUIPMENT SERVED I COIN. LOAD LF DF DEMAND LOAD REMARKS: . , . I AI 0 R CONDITIONING EQUIPMENT ; , 750,66 1. 00 750,66 3 `SE SECTION S I) N ERVICE ENTRANCE HEATING NON -COI COI CIDEN WITH COOLLNG LABELED SWITCHBOARD WITCHBOARD 1- S MAIN SECTION ELEV. ESCALATORS JETWAYS . EMERG, LOADS 569.67 1,00 569.67 _ 1 DISTRIBUTION.- SECTIONS CIRCUITS 1 24 PANELS LP1 ,LPC, HVAC, LP2 LPN -. 409.59 1.00 409.59 1 - DISTRIBUTION SECTION ICIRCUITS #25-40 50•00 1,00 50.00 ISPA E ON LY) LYSPARS --CONCUR EN *.CONCURRENT LOAD NOT :INCLUDED177g,g2 TOTAL NOTE. ALL BUSSING AND OU G M T HARD - ; IN V SHUNT TRIP CIRCUITBREAKER. S0,00SPARE WAREFOR CIRCUITBREAKER, R INSTALLATION,. A.TION _ .;, SHALL BE INCLUDED INSWITCHBOARD, 2141 AMPS I - RANEL: UPS i RATII� G. 40A MCA � . . LUG LOCATION.. BOTTOM A. I. C, . 22,000 , SERVICE. 120 08 /2 V, 3�, 4W MOUNTING: MOUNTING. _ SURFACE TYPE.. SQ D NQOD C CKT. EQUIPMENT CKT.BKR.l BRANCH CIRCUIT CKT. EQUIPMENT Q CKT.Br�R. 'BRANCH CIRCUIT. NO. SERVED KV A POLE TRIP, I N GND C 0 N0. E SERVED D KVA POLEI TRIP 0N GND C PARE 1 20 A 2 SPARE 1 20 . 3 _ PARE. s 1 20 ; _ 3 4 FACP 1.00 1 20 12 12 12 2,/411 . _ 5 TTB 100 1 20 I 12 1 2 12 3 /4 n C 6 SPARE 7 SURGE SUPPRESSOR 6 .• A g INTERCOM SYSTEM 1.00 12 12 12- 3 4 3 20 3 INTERCOM SYSTEM 1.00 _ . 6 C 12 SPARE , I 3 CA S MERA 600 1 20 : ' 10 10 10 3 / 4 A 14 - , 15 CAMERAS AMER 6 00 10 10 10 3/4 3 16 I 7 C AMEBAS- 6 00 _ 10 _ 10 . , 10 3/ 4 I� C RATING: 150AMCB LUG LOCATION: • _ _ TION. BOTTOM :A. L C:. 22.000 -PANEL; RILL _ PF'1 _ F, :. SERVICE. 120/208V � 3m 4W MOUNTING: II�G: SURFACE TYPE.S D N OD � N0. EQUIPMENT SERVED `CKT BKR. BRANCH,CIRCUIT. ICKT. N 0 EQUIPMENT :SERVED KVA KBKCKT. R. BR ANCH CJRCUIT POLE TRIP 0 N G ND C I' POLE TRIP O N GND C RECEPTACLES ,540 1 20 12 12 12 3/4 n A _ , RECEPTACLES :540 1 20 12 1 2 12. I I 3/4 3- .720 a 4 , ,54 0 51 . 720 . c Q I ,720 7 SPARE :540 A 8 ,720 Ewc 7 o0 � 10 :540 I I w E c < .goo C - 12 1.08 13+t ELEVATOR LEV _.TOR #2 & #3 PIT '300 — A 14 o,90 15 - AHU 1 & 6 CONTROL CIRCUIT •050 � ' c 1,08: 17 REFRIGERATOR ,700 C 1,08 Iq MICROWAVE 1,0 0 - A 20 1.08 , 21 MICROWAVE 1,00 22 toa 23 VAV CONTROL 300 ,. C _ 24 0•90 10 10 10 3/4 d 2 5' EXTERIOR 'LTG, CONTROL ;100 10 10 10 II 3/4 A 26 I SPARE - - - - - 7 _ 7 AHU 2 CONTROL CIRCUIT 050 12 12 1 2 3/4 3 28 CHILLER CONTROL CIRC• :1.00 1 .30 8 8 8 3/4 II SPARE C 30 E S LEV. T HF :#2 SHUNT TRIP .130 1 20 10 10 10 3/4 u 31. _ E F 1 118 12 12 12 3/4 I I A ., 2 SPARE _ _ _ .. _ 33 _ EF 13 -. 1.18 12 1 2 12 I I I :3 4 34 _ MD S P HUNT TRIP `;100 _ 10 10 10 3/4 n 3 5 EF 9 16 5 1 25 1 0 10 10 3/4 C 3 6 S PARE 37 SURGE SUPPRESSOR _ 6 A 38 1 SPARE 3q 3 2 0 6 6 6 1 Ii 3142 40 EF 8 J00 _ 12 12 12 3/4 II 41 _ 6IIC EF 4 ,320 12 12 12 3/4 CONNECTED LOAD ' A KV A O A OB oC _ EQUIPMENT SERVED CONN. LOAD LF D F DEMAND LOAD REMARKS: - PROVIDE GROUND BAR '& NEUTRAL BAR PROVIDE ISOLATED GROUND BAR,BOND' D TO EQUIPMENT GROUND BAR WITH #6 AWG CU. , -PROVIDE FEED-THRU LUGS ON'MCB FOR PP1A 0 _ , '. 42 'CI RCUIT S _ AMP RECEPTACLES 10.00 ' 1:00 0 1 ,00 . RECEPTACLES < 2,24 ,50 1.12 EQUIPMENT 9.07 1.00 8.86 PANEL`PP1A 14.64 1,00 14.64 ++GROU D A N FAULT INTERRUPTER CIRCUIT BREAKER -f4 . TOTAL SPARE 34 62 : 150A MCB r .: BOTTOM 42 000 RAPING. -LUG LOCATION: 0 A.LC., - PANEL• HGP SERVICE:'277 480V 3� 4W MOUNTING: TYPE: - - / , - SURFACE SQ D NEHB CKT. N0. EQUIPMENT SERVED KVA CKT.BKR.. BRANCH CIRCUIT CKT. NO. EQUIPMENT SERVED . KVA CKT.BKR. BRANCH CIRCUIT POLE TRIP 0 N GND C POLE T RIP 0 N GND C I I L GHT NGA 105 13/4,,_ 20 12 12 ` 12 2 DEPARTURES .LIGHTING 2.34 1 20 10 10 10 1 3/4 3 0,99 4 WAITING LIGHTING 2,25 10 10 10 ' 3/4 1 7 1.93 i C 6 AITING LIG I W HT NG 2.20 10 10 10 3/4" 7 0,48 A 8 LIGHTING 0,86 10 1, 10 10 3/411 1.27 10 SPARE 11 SPARE C 12 13 SPARE A -14 15 PANEL HGPC 2,04 4 5 16 17 2.04 3 60 4 4 6 2" C lq 2.04 I 4 A 20 21' PANEL GP1 VIA (TF-GPI 9.26 8 5 22 23 916 3 45 1 8 8 1° C 24 25 9.26 8 A 26 27 SPARE 1 20 5 28 2q C 30 31 A 32 33 B —3-2q— I I ' 35 C 36 37 A 38 39 5 40 41 C 1 42 CONNECTED LOAD (KVA) OA OB �C EQUIPMENT SERVED CONN. LOAD LF DF DEMAND LOAD REMARKS: LIGHTING 13.37 1.25 16.71 - PROVIDE GROUND BAR'A NEUTRAL BAR. PANEL HGPC 6.12 1.00 6.12 PANEL GP1 VIA TF-GP 27,78 1,00 27,78 SPARE 40.00 1.00 40.00 TOTAL 90.61 SPARE 40 42 CIRCUIT 109 AMPS P A I V L RATING: 150A MCB LUG LOCATION: BOTTOM A. I. C.: 25,000 HVAC SERVICE:.277/48OV, 30, 4W MOUNTING: SURFACE TYPE: SQ-D-NEHB CKT. NO. EQUIPMENT SERVED KVA CKT.BKR. BRANCH CIRCUIT CKT. N0. 'EQUIPMENT SERVED KVA CKT.BKR. BRANCH CIRCUIT I POLEI TRIP 1 0 1 N I GND C POLE TRIP 0 1 N I GNDJ C VAV-12 2,44 1 20 10 10 1 10 13/4" A 2 VAV-9 12.44 1 1 1 20 1 10 1 10 1 10 3/411 3 VAV-11 3,:42 4 VAV-10 1 2.42 5 VAV-8 ' 3,42 C 6 VAV-2 13.44 _ 7 VAV-7 2.42 A 8 VAV-4 1 2,42 VAV-1 2,44 10 VAV-5 1 2.44 11 VAV-3 3.42 C 12 VAV-6 2.42 13 VAV-63 3,42 A 14 VAV-64 0,22 15 VAV-6-5 0.22 16 VAV-66 0,42 17, VAV-67 0,22 C 18 VAV-68 0,20 Iq VAV-69 0.22 A 20 VAV-70 1 0.22 21 VAV-71 0,22 B 22 VAV-72 1 0.22 23 VAV-73 0,22 C 24 VAV-74 1 3,42 25 VAV-75 0.44 A 26 VAV-3-1 12,00 27 VAV-3-2 5.00 1 25 S 28 VAV-3-3 1.00 2q VAV-3-4 1.00 20 C 30 VAV-3-9 2,00 _ 31 VAV-37 3,44 A 32 VAV-38 2,42 33 SPARE 5 34 SPARE 35 C 36 37 A 38 3q 5 40 El 41 C 42 — CONNECTED LOAD (KVA) 0A OB oc EQUIPMENT SERVED CONN. LOAD LF DF DEMAND LOAD REMARKS: VAV BOXES 59.66 HOBO 59.66 - PROVIDE GROUND `BAR & NEUTRAL BAR: TOTAL 59.66 SPARE 42 CIRCUIT 72 AMPS PANEL: RATING: 100A MCB LUG LOCATLON: BOTTOM A.I.C.: 25T000 LPC SERVICE:_277/48OV, 30, 4W ` MOUNTING: SURFACE TYPE: SQ-D-NEHB CKT. NO.. EQUIPMENT SERVED KVA CKT.BKR. BRANCH CIRCUIT 0 CKT. NO. EQUIPMENT SERVED KVA CKT.BKR. BRANCH CIRCUIT POLEJ TRIP 0 1 N I GND C POLEI TRIP 1 0 1 N I GND C LIGHTING 1 1,62 1 1 20 10 10 1 10 3/4" A 2 LIGHTING 1.80 1 20 10 10 10 3/4" 3 1.80 3 4 EXTERIOR LIGHTING 1,56 1 20 10 10 10 3/4' 5 1.82 C 6 PANEL PPC VIA TF-PC 6,06 8 7 2,16 A 8 16,06 3 45 8 - 8 111 2.25 5 10 t 6.06 8 11 SPARE 1 20 C 12 SPACE 13 A 14 15 5 17 iq — — A 20 21 3 . 22 23 C 24 —25 A 26 27 5 28 2q C 30 31 A 32 _ 33- 35 C 36 37 - A 38 3q 5 40 41 C; 42 CONNECTED LOAD (KVA) OA OB 0C EQUIPMENT SERVED C.ONN. LOAD ►_F DF DEMAND LOAD REMARKS: - PROVIDE GROUND BAR & NEUTRAL BAR, 42 CIRCUIT 47 AMPS LIGHTING 13.01 1.25 16.26 PANEL PPC VIA TF-PC 18,18 1.00 18,18 SPARE 5.00 1.00 5.00 TOTAL SPARE 39.44 5.00 . ' 60A C .. RATING. M . LUG LOCATION: BOTTOM A. L G:-: 25,000 PANEL G SERVICE. 277/480V, 30, 4W MOUNTING: SURFACE TYPE: SQ-D-NEHB CKT. N0. EQUIPMENT SERVED KVA CKT.BKR. BRANCH: CIRCUIT � CKT. N0. ` EQUIPMENT Q SERVED KVA C .B KT KR. BRANCr-L CIRCUIT..._ POLE TRIP N GND C POLE TRIP 0 N GND C LIGHTING 1.22 1 20 10 - 10 10 3/4" A 2 LIGHTING '800 1 20 to . 10 :10 3/4" F_�3_ 1.34 5 4 SPACE 1,53 C 6 7 SPARE 1 20 A 8 10 II : C 12 13 A 14 15 17 C 1q A 20 21 . 5 22 23 — C 24 25 A 26 27 28 . 29 C 30 CONNECTED LOAD (KVA) OA OB — oC � EQUIPMENT SERVED CO.NN. LOAD LF . DF DEMAND LOAD REMARKS: LIGHTING 4,89 1,25 6,11 - PROVIDE GROUND BAR & NEUTRAL BAR, TOTAL 6.11 SPARE 30 CIRCUIT 7 AMPS RATING: 100A MLO PANEL: L„PA LUG LOCATION: BOTTOM A.I.C.: 22.000 SERVICE: 277/48OV, 30, 4W MOUNTING: FLUSH TYPE: SQ-D-.NEHB CKT. NO. EQUIPMENT KVA CKT.BKR. BRANCH CIRCUIT CKT. N0. EQUIPMENT SERVED KVA CKT.BKR. BRANCH CIRCUIT POLE TRIP 0 N GND C POLE TRIP 0 N GND C APRON LIGHTING 2.0 8 A 2 APRON LIGHTING 2,0 8 3 2,0 3 20 8 - 8 1" 5 4 2,0 3 20 8 - 8 1" . 5 2.0 8 C 6 2,0 8 7 APRON LIGHTING 2.0 8 A 8 APRON LIGHTING 2.0 8 2:0 3 20 8 - 8 1" 10 2.0 3 20 8 - 8 1° 11 2.0 8 C 12 2.0 8 13 SPACE A 14 SPACE 15 516 17 C Iq — A 20 21 5 22 23 C 24 CONNECTED LOAD (KVA) OA OB oC I— � EQUIPMENT SERVED CONN. LOAD LF DF DEMAND LOAD REMARKS: LIGHTING 24,00 1.25 30.00 - PROVIDE GROUND BAR & NEUTRAL BAR, TOTAL 30,00 SPARE 2.4 CIRCUIT 36 AMPS PANEL: RATING: 100A MCB LUG LOCATION: BOTTOM A.I.C.: 22,000 PPC SERVICE: 120/208V, 30, 4W MOUNTING: SURFACE TYPE: SQ-D-NQOD CKT. N0. EQUIPMENT SERVED KVA CKT.BKR. POLE TRIP _ BRANCH CIRCUIT 0 1 N I GND C 0 CKT. NO. EQUIPMENT SERVED KVA CKT.BKR. BRANCH CIRCUIT POLE TRIP 0 N GND C I RECEPTACLES ,900 1 20 10 10 10 I3/4" A 2 j RECEPTACLES .900 1 20 12 12 12 3/4" 3 .900 _f-- ; ----- _ — 3 4 _ .08 5 :900 r-- --- C- A 6 T 1,08 7-� ELEV. PIT #1 .300 8 360 10 10 10 EF10 1,65 I - 3 10 .360 II RECEPTACLES 540 C 12 .360 13 .540 A - 14 .900 15 360 _ .900 - 17 AHU-4 CONTROL CIRCUIT 050 _�_ C ELEV, #1 SHUTDOWN SYS, .050 Iq DOOR ALARM SYSTEM .200 A 20 EF-6 1,65 1 25 10 10 10 3/4" 21 SPARE 5 22 1 SPARE 1 20 23 C 24 SPARE 1 20 25 A 26 LIGHTING POLE MOTOR 1.30 1 20 8 8 8 3/4° 27 3 23 1.30 2q C 30 1.30 31 A 32 t3o if 33 T 5 34 SPACE 35 C 36 37 SURGE ARRESTOR - 8 A 38 3q — 3 20 8 8 8 11/4" 5 40 41 — 8 i C 42 CONNECTED LOAD (KVA) OA 0B' oC � EQUIPMENT SERVED CONN. LOAD LF DF DEMAND LOAD REMARKS: EQUIPMENT 8,80 1,00 8.80 - PROVIDE GROUND BAR & NEUTRAL BAR. RECEPTACLES 10.38 1.00 10.38 ++GROUND FAULT CIRCUIT INTERUPTOR CIRCUIT BREAKER, ++ TOTAL 19,18 SPARE 42 CIRCUIT 53 AMPS RATING: 100A MCB LUG LOCATION: BOTTOM A. I. C.: 22,000 PANED PiV SERVICE: 120 208V 304W MOUNTING: SURFACE TYPE: S -D-N OD CKT. NO. EQUIPMENT SERVED KVA CKT.BKR. BRANCH CIRCUIT 0 CKT. NO. , EQUIPMENT SERVED KVA CKT.BKR. BRANCH CIRCUIT POLE TRIP N GND C POLE TRIP N GND C RECEPT, - N, TOILETS 1.08 1 20 12 12 12 3/4" A 2 RECEPT, - INS BOOTH 0,72 1 20 12- 12 12 3/4" 3 RECEPT, - TRANSIT 1.08 5 4 1.44 5 RECEPT. - TRANSIT 1,08 C 6 1.44 7 RECEPT.--HALL 1.08 A 8 0.72 q RECEPT. - OFFICES 1.08 5 IO 1.44 11 1.08 C 12 RECEPT, - INS BOOTH 13 1.08 A 14 'RECEPT, - OFFICES q1,44 15 1,08. 5 16 RECEPT, - OFFICES 17 1.08 C RECEPT, - OFFICES 1.08 Iq 1.08 A 20 AHU-5 CONTROL 0.10 21 1.08 5 22 AHU-7 CONTROL 0.10 =F- 23 RECEPT, - OFFICES 1,08 C 24 VAV CONTROL 0,50 25 RECEPT, - EWC 0.72 A 26 RECPT, - CUSTOMS BENCH 0,72 127 RECPT: - OFFICES (FUT:I 5 28 RECPT, - CUSTOMS BENCH 1.08 2q RECPT, - OFFICES (PUT.) C 30 RECPT, - CUSTOMS BENCH 0.72 31 RECPT, - OFFICES (FUT:I A 32 RECPT, - CUSTOMS BENCH 1 0.72 33 SPARE 5 34 RECPT, - REFRIGERATOR 1 1.00 35 C 36 RECPT: - AIR COMP, 0,20 37 A 38 SPARE 3q E 40 41 C 42 CONNECTED LOAD ,(KVA) OA OB oC EQUIPMENT SERVED CONN. LOAD LF DF DEMAND LOAD REMARKS: — 42 CIRCUIT ; 54 AMPS RECEPTACLES 10.00 1.00 10.00 RECEPTACLES 17.56 0.50 8.78 EQUIPMENT 0,90 - 1,00 0.90 TOTAL SPARE _ 19.68 DESIGNED BY DFG DRAWN BY , Al, CHECKED BY I MES j CAD CODE 0 a SHEET, REVISED...3652.01 PROJECT,:NO. i ENTIRELY DRAWING NO. -1 6 . ,. , _ .. .; � SHEET .. OF , 5 4 _ :, ;: ,.; . -..-. , ;. N :,. - - - .. .: x" : : . .. .". 5 e 4 : 3 , 2 w a �� 1 a , % _ _ .. .: f.= , - . . :- . . - .. „ • ,. Y x . .. .- ,.. f :: , g . �. U . .. _. ? I :, >.I.ii :: . .. } .. . E �, a , 1-1 Y: iIt s 11 ..; . 11 11 D �1 �, �. 1. = �� ;, ✓ � � -, - , , . - ;. : ,- . , ,, 1. I.. - - - .. .... . . :. , , i _, : , .. '' ' I ® PANEL. ® E IST ( ) RATING: OOOA M,CB. BOTTOM 22 00 LUG LOCATION. �, _.,. 0 A. I C . �: A PP; r 40A M,C.B, RATIi�G. T . LUG LOCAT 01�. BOTTOM I A.I. C.10 000 _. r : .. ._ . , i : . :. -.. . .'. sE�RVICE. 208/120 3� :4W, r MOUNTING. _ SURFACE SQ,D I LINE IYPE ,, EXIST. I � I 2 08�120V SERVICE. _ l 3� , 4W MOUNTING. i ► SURFACE �. ,TYPE: . SQ,D NQOD , , CKT: EQUIPMENT KVA CKT.BKR. BRANCH CIRCUIT CKT. E U r Q IPM�NT CKT.BKR. BRANCH CIRCUIT CKT. EQUIPMENT CKT.BKR.- BRANCH: CIRCUIT CKT. EQUIPMENT CKT.BKR. BRANCH CIRCUIT , ., :,.i : 1 1I - , N0. SERVED POLE TRIP 0 N GND C 0 No. SERVED - KVA POLE TRIP 0 N . GND C NO. , . SERVED KVA POLE TRIP N GND C 0 N0. SERVED KVA POLE TRIP 0 , N GND C , j -,. 14;61 3/ 0 A 4,00 . 3 I R PTS I S, BOOTH 1,44 1 20 12 12 _ 12 3 u _/4 A 2 RECEPT CUSTOMS 0,72 1 _,. 20 12 `12 _ 12 , , 3 _ .: . . ,. { A P NEL A 43 1 7 3 200 3/0 : 3/0 6 / 2 2 3 2 PANEL D FUTURE ( ) 4,00 3 100 3 3 6 1 /2 1 3 1.44 3 4 _... , 108 .: :, ,: .11 Z .: I. 1. '' . way= - 16,05 3/0 ., C 0.72 6 ; 0:72 , o N .c I. _ 3.02 3 A 19 20 4/0 7 1.44 A` 8 0,72 ;� ,; 3 PANEL 2,02 3 100 3 3 6 1 /Z �� 1 B r PANEL F 1 9 20 3 225 4/0 4/0 4. 1 �� 2/2 q 1,44 10 CCTV E UIPME T Q N 0,50 w z . . -; : 4,02 3 G 1 9 20 4/ 0 II 3_. - 0.72 C 12 CC 00 R R M 0,72 , , o , :, II 3,94 . 3 A 16,70 3 /0 13 RECEPTACLES 1,08 q 14 RECEPT - TEC RM, 0,50 -. �, o , z ;, :, -, !, 5 _.. i i PANEL C .:�.n_ 5,81 3 100 3 3 6 �...1 �� / y 1 2 6 A/C UNITS 16.70 3 200 3/O 3/0 6 1 u 2/2 15 CCTV CAMERAS 0,50 3 16 RECEPT - TEC RM, .. ., o Q ': , 0 ,-, F- z , I . 5,01 3 C 10,70 3/0 17 SPARE C 18 ECE T - R P T RM. 0.50 . t- :'� , , . 19,53 _ 4/ 0 I A 5,00 6 Iq SPARE R A 20 SPARE . :o �- z .-, ;::. 7 PANEL P1 P2 ; 9,53 3 225 4/0 4/0 4 2✓2 3 8 PANEL UPP VIA UPS 5,00 3 ' 40 6 6 8 1 ii : = . , o � z w o o u I - , 19,53 4/0 C 5,00 6 CONNECTED _LOAD :KVA ( ) OA 4,36 0B 4,27 oC 3,16 ,_ ..; � o ,L w 1 . .'_:. :.- .. z o U c� D! o W .E;, 9.31 3 A SPACE r r QUIPMENT SERVED CONN. LOAD LF DF DEMAND LOAD F REMARKS. . PANLE P3 ' 7,98 3 100 3 3 6 -� 1 it 1 2 � ECE TACLES P l 13,74 1:00 13,74 - ;. , EXIST, PANEL TO �E RELOCATED; , o U cn :F- 1 _ W , .1 7, 1 7 3 C : MISC EQUIPMENT 1,00 1,00 1,00 .. .... ALL C� 9 ARE EXISTING. _ .. ':. ., . '1' 1 � � -1 ll ,, co v W z SPACE A ALL BRANCH CIf?CUITRY`IS NEW, I:� ,,' . . 1 W lq-- rn d- rn' mot- � p7 . , C 1 :. f_ rn rn � 1 i A - ,;:, TOTALN 14.74 ..f ; 0 i N uo . 3 .. y .. . .._ SPARE 40,9 AMPS -I- I� . . ,C :�� -,II . CONNECTED LOAD: KV , O A AB ( ) 99 09 - ,. 8 9 4 , 7 �C 98,42 �� I I .�.1(T �. :' EQUIPMENT SERVED CONN. LOAD LF DF DEMAND LOAD _ REMARKS. . _ III ;.; ., = , , TOTAL 286,14 1,00 . 286 4 1 . ALL' CIRCUIT BREAKERS, CONDUIT AND I.II - . . R - . - D . CONDUCTORS 'AR IS I G , E EX T N AND ARE . I. I ., : (� , .. . . _ ... 0_R I I T EMA N EXCEPT CONDU T AND �: r __ ,, : ,... Z _, o o - �. CONDUCTORS TO PANEL UPP. _ _ ,. �,.. . ¢ N . ; _ .. . _ , - -_,� I ;>c� ...- - , - ... .. . _ .7 ,. . (/) , tY ¢ ,- - : _, . TOTAL 2 8 6.14 - _,� . S PARE _ _ _ 9 7 4 AMPS .. . . . , , _ : :: :, O C] _ o c*� o rn . - _ _ _ _, , : :� J m -CL . ,. I 1. , . I : I I I � - I . I . r I r r r I 1. . I I I � I � L . I I r I � �. O O PANEL., RATING 225.A M,L,O, LUG LOCATION: BOTTOM A. I. C.: 10,000 t- 1 (EXIST,) : SERVICE: 208/12OVI :30, 4W , MOUNTING:, ` SURFACE . TYPE:, SQ,D NQOD CKT. N0. EQUIPMENT SERVED KVA CKT:BKR. BRANCH CIRCUIT �' CKT.. NO. EQUIPMENT SERVED KVA CKT.BKR: BRANCH CIRCUIT POLE TRIP 0 N GND ° C POLEJ TRIP O I N I GND C I IRECEPTACLES 1,08 1 2'O 1. 12* 1 12* 12 1/24 A 2 IRECEPTACLES . 1,08 1 1* 1 20 1 12* 1 12* 12* 1/2'* 3 • 1,08 * ': * I * B 4 . 1,08 11 r * * * , 1.08 C 6 1,08 y 7 1.08 A 0,90 q 1,08 i _ * _ 3 10 0.90 I1 1:08 * * * * C 12 0.90 13 1 0.90 * , * * * A 14 : 0.90 *I , -F 15 1.08 16 1.08 * . - 17 1,08 * * * C 18 ELEC WTR COOLER 0,60 * . * _ Iq I - 0.90 A 20 RECEPTACLE - RCC 1.08 21r. 0.90 3 22 RECEPTACLE 0,90 23 0,90 C 24 EF-�3 (1/4 HP) , 0,68 25 KAV CONTROLS 2,00 * * .* A 26 RECEPTACLES 1,08 27 COMM RM RECEPT 1;08 _ * * * * 3 281 1 1. 1 1,08 . 2q COMM RM RECEPT 0,70 C 30 1,08 31 AUTOMATIC DOORS 1.00 * * * * A 321. ,1,08 ; _ 33 SPARE _ -* 3 34 1,08 * , 35 LANE LIGHTS 0.15 -- * * C 36 SIGN LIGHTING 1.00 10* 10* ,10 3/4,*, 37 RECEPTACLES 0,36 * * * * A 38 1,00 * 3q� ELEVATOR PIT 0,58 * . B 40 1,00� -_ t** f� 4I ELEV, CAB LIGHTS 0,10 C 42 1,00 CONNECTED LOAD (KVA) OA 16,54 0Brr.� 15,81 oC 12,8� - 'EQUIPMENT SERVED CONN. LOAD LF DF DEMAND LOAD REMARKS: : PROVIDE FEED THRU LUGS TO .PANEL "P2", * EXISTING EQUIPMENT AND/OR CONDUCTORS AND CONDUIT TO REMAIN, ALL OTHERS ARE NEW, , 163' AMPS RECEPTACLES 10.00 1,00 10,00 � CEPTACLES 20,28 0.50 10,14 MECHANICAL EQUIPMENT - 4.26 1.1.00 � 4.26 PANEL 11P2u 23,89 1,00 23;89 LIGHTING 4.25 1.25 : 5.31 - TOTAL SPARE 58,60 a �..n. ,:�11. ' � . I _�_j I i �' I - I I I I I 1 �. . . I- . -, I � I I . - � I I I ,,, � � : I . I . 1. � , I I I I i � .1 I � � I I I �� , . � I I I I I I � � - I � � I .: �:1. Z ¢::) � , I . . i _ 1. - 's � I I . . � g11 11. F ," .I A . I ! . RATING: 100A M.L,O, LUG LOCATION: BOTTOM 1.A.I.C.: 10 000 . PANEL. L1 (EXIST,),: sERVICE:480/277V, 3�, 4W MOUNTING: SURFACE TYPE: SQ.D 'NQOD' i CKT. ENO. F EQUIPMENT SERVED KVA CKT.B R. K BRANCH CIRCUIT � CKT. NO. r .Q UIPMENT SERVED KVA CKT.BKR. BRANCH CIRCUIT POLE TRIP 0 N GND ; C POLE TRIP 0 N GND C I CUSTOMS AREA LTS 2.16 1 1 2'0 1 .12 .12 12 1 12 . 1 1/2 A 2 JIMMIG, AREA LTS 13,78 1 * 1 20 12 12 12 3/4' 3 CUSTOMS AREA LTS 3,60 * 12 12 1/2' 3 4 3,51 CUSTOMS AREA LTS 2,79 12 12 : 12 /4 6 2,10 7 LIGHTING 2,57 12 12 12 1/211* A. 8 ILIGHTING 3.60 2,56 * 12 12 12 * 1/2"i 3 10 1,89 � I1 113 2,96 a 12 12 12 3/�r C 12 2.22 2,66 * . 12 * 12 * * 122,20 1/2"* " 14 - 15 2,64 12 12 12 3 /4 3 16 EXTERIOR-LTS, 1,38 � � � � * 17 LOBBY LIGHTING 3,84 12 12 12 11/2 C 18 LIGHTING 1,97 -- Iq 1,80 * * * * * A 20 SPARE 21 0.60 * * * * _* 3 22 - 23 EXTERIOR LTS. 3 50 C 1 24 25 EXTERIOR LTS, 1.40 * I'llA 26 _* -I I 27 CUSTOMS AREA LTSJ 2,25 * 12 1 12 1 12 3/4r 3 28 . 2q CUSTOMS AREA LTS 3,12 * 12 12 12 .1 3/4rr C 30 31 CUSTOMS AREA LTS 1:95 12 .12 2 1 . 3 �� /4r A 32 ,33 CUSTOMS AREA LTS 2.34 12 12 12 3/4 3 34 SPACE , 35 CUSTOMS DELL, LTS, 0,40 .12 12 12 1/2" C 361. . _ _ 37 SPARE A 38 3q 3 40 4I C 42 CONNECTED LOAD (KVA) :OA 1 18.56 0B 15,87 sOC 12,06 EQUIPMENT SERVED . CONN. LOAD LF : DF r . DEMAND LOAD . REMARKS: -I. t:_-�_- . 98,9 AMPS 1.- I LIG T NG H 65,79 1,25 - 82,24 , TOTAL . SPARE . 82.24 ______ - _ ______ ________ - I RATING: - 400A M,L,O, LUG LOCATION: BOTTOM A.I.C.: 10,000 PANEL:1 L 2 (EXIST.) SERVICE: 480/277V 30 4W MOUNTING: SURFACE TYPE: SQ.D I -LINE r CKT. NO. EQUIPMENT SERVED KVA CKT.BKR. BRANCH CIRCUIT 0 CKT. N0. EQUIPMENT SERVED , I KVA CKT.BKR. BRANCH CIRCUIT POLE TRIP . 0 N GND C POLE TRIP N GND C 1 5,58 8 A 2 I I2.02 12 3 AHU-1 -(15 HP) 5,58 3 , 40 8 - 8 1" 3 4 MAU-1 (5 HP) 2,02 3 20 12 - 12 3/1 5 , 5.58 8 C 6 : 2,02 12 7 , 7.17 8 A 8 2,02 , 12 q AHU-2 (20 HP) 7.17 3 50 8 - 8 1" 5 10 , AHU-3 (5 HP) 2.02 3 20 12 - I 12 3/4, 11 7.17 8 -_ F__ C 12 2,02 12 13 2 ;p 2_ 12 A 14 2,02 12 r 15 _ P 1 (5' HP) '. 2,02 3 20 12 12 3 �� /4 3 16 P-2 (5 HP) 2.02 3 20 12 , 12 3 1 /4 17 12,02 12 C 18 2,02 �� 12 Iq 3,00 12 1 A 20 3.33 12 21 VAV (2-9A) 3,00 3 20 12 - 12 13/4' 3 22 VAV (2-95) 3,33 3 20 12 - 12 3/4 .23 3,00 12 C 24 3.33 12 25 3,33 12 A , 2.33 12 27 VAV (2-9C) 3,33 3 1 20 1 12 - 1 12 3/4' 3 28 JVAV (2-9D) 2,33 1 3 20 12 12 12 3/4' 2q I 13,33 12 , C 30;, 2,33 12 31 VAV (2-10) 3,00 1 20 10 10 12 1/2' A 32 . 12 -� 33 VAV (2-4)&(2-5) 4.00 1 20 12 12 12 1/2 B 34 SF-6 1.16 3 25 12 . 12 3/4' 35 IVAV (2-7) 5.00 1 25* 10* 10 10* 1/2"* C 36 12 37 16.67 4 A 38 3,33 10 3q 1.1 AHU-1 HEATER 16,671. 3 1 80 4 1 - 4 1/4' " 3._ 40 MAU-1 PREHEATER 3 33 3 30 10 - 10 3 " /4 4I 16,67 4 _ C 42 3,33 10 CONNECTED LOAD (KVA) OA 1 60,82 OB 1 58:82 0C 1 61,82 EQUIPMENT SERVED I . .CONN.:LOAD LF DF' DEMAND LOAD REMARKS: ALL` EQUIPMENT CIRCUIT BREAKERS A D N CONDUCTORS ARE EXISTING, : WORK - CONSISTS OF REMOVING CIRCUITS FROM - 3 3 6 CB 4 5 & 3 MOVING VAV-27 FROM 32 C5 TO CB 35' &PROVIDING NEW 3P II 1I CB 32 34 36 FOK' SF-6 , 203_AMPS I ; MECHANICAL EQUIPMENT 62,49 1,00 62,49 MECHQNICAL HEATING ,EQUIP, 104,97 1,00 104,97 6 SF 1,16. 1,00 1,16 . ,_,.. v I I II TOTAL SPARE 168.62