C12 C1 C2 C4 C5 C6 C7 C14 C15 C13 C11 C9 C10 C19 C17 C16 C18 C8 C3 UPLIFT PRESSURE UPLIFTLOAD (kN) BUILDING SELFWEIGHTOF STRUCTURE(kN) DURINGTEMPORARY CONDITION TOTAL UPLIFT LOAD(kN) NO.OFPILESPROVIDED CAR PARK OPERA HOUSE X Z COLUMNLOCALAXIS DIRECTION NOTE: COLUMNC1&C7 CASE COLUMNC2&C6 CASE COLUMNC8&C9 CASE COLUMNC10&C11 CASE COLUMNC3&C5 CASE COLUMNC4 CASE CASE CASE CASE CASE COLUMNC12&C16 COLUMNC13&C17 COLUMNC14&C18 COLUMNC15&C19 FZ(kN) FZ(kN) FZ(kN) FZ(kN) FZ(kN) FZ(kN) FZ(kN) FZ(kN) FZ(kN) FZ(kN) Y 5113505/GE/S/0151 VERTICALELEMENTREACTION 1 FOUNDATIONLEVELLOADINGPLAN 1 SCALE1:350 ANDUPLIFTPRESSUREON 3DVIEWWHENDEWATERINGISSTOPPED 2 SCALENTS FOUNDATION GENERALNOTES: QIBLA DIRECTION NORTH DIRECTION DMSTAMP: 8884420 DOWNTOWNWEST PH-1A-OPERAHOUSE
REFERENCEDRAWINGS:
DOWNTOWNWEST PH-1A-OPERAHOUSE
LOADINGPLANS
(111PARKINGBAYS) LIFTLOBBY STORMWATER PUMPROOM STORE ELEC.RM STORE LIFTLOBBY PARKINGBASEMENT S6 S7 STAIRLOBBY STORE STORMWATER HOLDINGTANK WATERHEAD3m STORE S8 ELEC.CUP. FRESHAIR SHAFT STORE ELEC.CUP. ELEC.CUP. ELEC.CUP. ELEC.CUP. ELEC.CUP. L6 STORE S8 LIFTLOBBY STORE GREASE TRAPROOM STORE ELEC.RM STORE LIFTLOBBY STORE PARKINGBASEMENT3 STAIRLOBBY ELEC.CUP. ELEC.CUP. STORE STORE MCCROOM FRESHAIR SHAFT S6 HVACPLENUM ELEC.CUP. S7 ELEC.CUP. ELEC.CUP. 5113505/PL/S/0201
2
BASEMENTLEVEL4&3
DUBAIMUNICIPALITYSTAMP:
GENERALNOTES: 345/6900
KEYPLAN
BASEMENTLEVEL4LOADINGPLAN 1 SCALE1:300 BASEMENTLEVEL3LOADINGPLAN 2 SCALE1:300
REFERENCEDRAWINGS:
GENERALNOTES: 345/6900
KEYPLAN
DOWNTOWNWEST PH-1A-OPERAHOUSE
PLAZALEVEL
GENERALARRANGEMENT
5113505/PL/S/1041
3
DUBAIMUNICIPALITYSTAMP:
PARTPLAN@+4.850 2 SCALE1:200
REFERENCEDRAWINGS:
DOWNTOWNWEST PH-1A-OPERAHOUSE
SECTIONS&DETAILS
SECTIONB2-B 6 SCALE1:50 SECTIONB2-D11 SCALE1:150 SECTIONB4-K 1 SCALE1:100 1 1 2 SECTIONB3-B 5 SCALE1:25 DETAIL3 9 SCALE1:25 SECTIONB2-C 7 SCALE1:100 3 SECTIONB4-L 2 SCALE1:50 DETAIL1 4 SCALE1:25 DETAIL2 3 SCALE1:25 3 SECTIONB2-E 8 SCALE1:100 4 DETAIL410 SCALE1:25 5113505/PL/S/2002
1 SHEET2
345/6900 DUBAIMUNICIPALITYSTAMP:
GENERALNOTES:
KEYPLAN
PLAZALEVEL TOPREINFORCEMENTDETAILS 1 SCALE1:200
350THKSLABREINFT.U.N.O T20-200BOTHDIRECTION(T1&T2)
600THKSLABREINFT.U.N.O
FORADDITIONALREINFORCEMENT REFERTOPLANANDSCHEDULE
B1T1
PLAZASLABTOPREINFORCEMENT T25-200BOTHDIRECTION(T1&T2)
REINFORCEMENTLAYER ARRANGEMENTU.N.O.
TYPICALADDITIONALREINF.
DETAILATNONRECTANGULARZONES 2 SCALE1:100
GENERALNOTES: 345/6900
DOWNTOWNWEST PH-1A-OPERAHOUSE
REFERENCEDRAWINGS:
PLAZALEVEL
B2,T2
LEGEND T1 T2 T16-200- T16-200 T20-200- T25-200 T25-200 T20-200T20-200 T25-200T25-200 T16-200 T32-200T32-200 5113505/PL/S/6042
1
DUBAIMUNICIPALITYSTAMP:
KEYPLAN
No. Description Date
Drawnby 3DCOVER VILLA32
1:50 {3D} 1
Scale
ChanchalSingh
UP UP UP A B C D E F G H J K 1 2 3 4 5 6 7 8 9 11 12 13 14 630 5300 1530 2470 3600 600 250 650 700 1600 800 3300 2600 300 1700 1600 3000 1400 2200 1200 600 3300 1 14 10 11 13 6 2 3 4 5 7 8 9 12 TOILET BF-004 ROOM BF-005 PANTRY BF-006 ROOM BF-007 ROOM BF-008 ROOM BF-009 ROOM BF-010 TOILET BF-011 LOBBY BF-012 PANTRY BF-013 PANTRY BF-014 3850 7180 5160 7820 3050 7600 8950 6505 4550 7135 2400 5994 1250 3785 3685 1805 2395 1575 2300 1500 2300 1900 4175 1400 2575 1275 1600 1800 1250 1650 1650 ENTERTAINMENTROOM BF-002 GYMROOM BF-003 1780 2450 830 1230 1350 1230 930 2950 1430 4850 400 400 400 400 450 450 2400 18080 1730 3230 2830 1080 COURT-OPENTOSKY BF-015 W05 W05 W05 W05 W05 W05 W01 W05 W05 W05 W05 W05 W05 W01 W02 W01 W05 W05 W05 W01 W01 W05 W05 W01 W01 W01 W03 W03 W03 W03 W03 W03 W03 W03 W03 W03 W03 W03 W03 W03 W03 W03 W05 W05 W05 W05 W01 1 A-117 1 A-118 PLAN NORTH MECCA AFFL-3700 AFFL-3700 AFFL-3700 AFFL-3700 AFFL-3700 AFFL-3700 AFFL-3700 AFFL-3700 AFFL-3700 AFFL-3700 AFFL-3700 AFFL-3700 AFFL-3700 AFFL-3700 AFFL-3700 AFFL-3700 AFFL-3700 10 W01 W01 W01 W01 W01 ENTERTAINMENTROOM BF-001 A-120 LOBBY BF-016 Scale Drawnby BASEMENT PLAN VILLA32 ChanchalSingh 1:50 1:50 AR-00-B1-FFL 1 No. Description Date
UP UP UP A B C D E F G H J K 1 2 3 4 5 6 7 8 9 11 12 13 14 630 5300 1530 2470 3600 600 250 650 700 1600 800 3300 2600 300 1700 1600 3000 1400 2200 1200 600 3300 1 14 10 11 13 6 2 3 4 5 7 8 9 12 TOILET BF-004 ROOM BF-005 PANTRY BF-006 ROOM BF-007 ROOM BF-008 ROOM BF-009 ROOM BF-010 TOILET BF-011 LOBBY BF-012 PANTRY BF-013 PANTRY BF-014 3850 7180 5160 7820 3050 7600 8950 6505 4550 7135 2400 5994 1250 3785 3685 1805 2395 1575 2300 1500 2300 1900 4175 1400 2575 1275 1600 1800 1250 GYMROOM BF-003 1650 1650 1730 3230 2830 4300 1820 3350 1630 2450 1780 2450 4850 18080 3650 1350 1230 930 1 A-117 1 A-118 10 -3600AFFL -3600AFFL -3600AFFL -3600AFFL -3600AFFL -3600AFFL -3600AFFL -3600AFFL -3600AFFL -3600AFFL -3600AFFL -3600AFFL -3600AFFL -3600AFFL -3600AFFL -3600AFFL F-110 ST F-110 ST F-110 ST F-110 ST F-102 ST F-102 ST F-102 ST F-102 ST F-102 ST F-101 ST F-101 ST F-101 ST F-101 ST F-110 ST F-110 ST F-ST 101 LOBBY BF-016 900 900 ENTERTAINMENTROOM BF-002 ENTERTAINMENTROOM BF-001 COURT-OPENTOSKY BF-015 Scale Drawnby BASEMENT FLOORINGPLAN VILLA32 ChanchalSingh 1:50 150 00-B1-FFLFLOORING 1 No. Description Date
A B C D E F G H J K 1 2 3 4 5 6 7 8 9 11 12 13 14 600 600 600 600 7180 3950 600 700 600 600 1530 1530 1530 1530 600 600 600600 600 600 600 600 3120 3130 3120 3130 600 600 600 1200 600 910 900 900 600 2490 600 830 830 750 750 2300 790 790 2300 950 950 950 950 600 600 4180 1400 1430 600 600 1400 1430 1400 4300 600 2590 600 830 830 830 830 1020 1580 1000 750 600 1000 2180 2180 1000 610 610 610 1540 1040 1400 1000 640 640 2000 450 900 900 1600 1230 1220 1780 600 600 600600 600 600 600 600 600 600 2250 2250 1500 1500 2250 2250 1000 1000 1000 1000 1000 4500 6950 400 400 400 400 400 400 400 400 4550 1000 700 700 1000 5140 3150 700 1000 800 3300 2600 300 1700 1600 3000 1400 2200 1200 600 3300 630 5300 1530 2470 3600 600 250 650 700 1600 1 A-117 1 A-118 10 600 600 EQ EQ 400 400 EQ 3180 EQ 1980 1980 EQ EQ 1500 4650 1500 C-AGP 104 C-AGP 104 C-AGP 104 C-AGP 104 C-AGP 104 C-AGP 104 C-AGP 104 C-AGP 104 C-AGP 104 C-AGP 104 C-AGP 104 C-AGP 104 C-AGP 104 C-AGP 104 C-AGP 104 C-AGP 104 C-AGP 104 C-AGP 104 ENTERTAINMENTROOM BF-002 TOILET BF-004 ROOM BF-005 PANTRY BF-006 ROOM BF-007 ROOM BF-008 ROOM BF-009 ROOM BF-010 TOILET BF-011 LOBBY BF-012 PANTRY BF-013 PANTRY BF-014 COURT-OPENTOSKY BF-015 GYMROOM BF-003 +3000 +3000 +3000 +3000 +3000 +3000 +3000 +3000 +3000 +3000 +3000 +3000 +3000 +3000 +3000 +3100 +3100 900 2230 900 900 2230 900 900 1000 Scale Drawnby RCP-BASEMENT VILLA32 ChanchalSingh 1:50 150 00-B1-RCP 1 No. Description Date
0.00 00-GF-FFL 1 2 3 4 5 6 7 8 9 11 12 13 14 10.50 AR-04-ROOF-FFL 7.95 AR-03-ATTIC-FFL 4.35 AR-02-FF-FFL -3.60 AR-00-B1-FFL 1 A-118 10 Scale Drawnby EAST ELEVATION VILLA32 ChanchalSingh 1:50 150 EASTELEVATION 1 No. Description Date
0.00 00-GF-FFL 1 2 3 4 5 6 7 8 9 11 12 13 14 10.50 AR-04-ROOF-FFL 7.95 AR-03-ATTIC-FFL 4.35 AR-02-FF-FFL -3.60 AR-00-B1-FFL A-118 10 COURT-OPENTOSKY BF-015 GYMROOM BF-003 ENTERTAINMENTROOM BF-002 LIVINGROOM GF-001 LOBBY GF-003 BEDROOM FF-009 TOILET FF-007 BEDROOM FF-006 LIVINGROOM FF-005 BEDROOM FF-001 ROOM SF-004 ROOM SF-002 TOILET SF-003 TOILET SF-003 2 A-119 3 A-120 3000 3100 3050 3250 3000 3100 Scale Drawnby SECTION1 VILLA32 ChanchalSingh 1:50 150 Section1 1 No. Description Date
The
NO. 101-690
Page Project No. 114023 02 APRIL 2015
STAGE 3 - ADDENDUM 1 21 APRIL 2015
M-COAT LIGHTWALL OR EQUAL)
ALTERNATE NUMBER 5 PROVIDE SPECIFIED MANUFACTURED PIPE FITTINGS IN LIEU OF PRESS FITTINGS FOR COPPER PIPING
ALTERNATE NUMBER 6 PROVIDE WALL TALKER MARKER SURFACES WITH ALUMINUM EDGING IN LIEU OF SPECIFIED DRY ERASE BOARDS
ALTERNATE NUMBER 7 PROVIDE RESERVABLE ROOM DIGITAL MEDIA SYSTEM FOR DESIGNATED CONFERENCE ROOMS
ALTERNATE NUMBER 8 PROVIDE DISTRIBUTED ANTENNA SYSTEM
ALTERNATE NUMBER 9 PROVIDE ROLLER SHADE WINDOW COVERINGS IN LIEU OF SPECIFIED HORIZONTAL LOUVER BLINDS AT ALL EXTERIOR WINDOWS
ALTERNATE NUMBER 10: PROVIDE SHEER CURTAINS AND DRAPES IN BOARD ROOM, EXECUTIVE SESSION ROOM, MULTI-FUNCTION ROOM, PRESS ROOM, AND LEVEL 16 DONOR LOUNGE AND HUDDLE ROOM
ALTERNATE NUMBER 11: UPGRADE TO MOTORIZED OPERATION OF ROLLER SHADES IN TYPICAL CONFERENCE ROOMS WITH EXTERIOR GLAZING ON LEVELS 11-16.
ALTERNATE NUMBER 12: PROVIDE MANUALLY-OPERATED ROLLER SHADES AT INTERIOR WINDOWS IN TYPICAL CONFERENCE ROOMS ON LEVELS 11-16
ALTERNATE NUMBER 13: REVISE VIDEO ROOM 16.110 TO A TELEPRESENCE ROOM
ALTERNATE NUMBER 14: BRANDING
A.EXTERIOR LIGHTING FOR TERRACES AT LEVEL 16 AND 19
B.DIGITAL DIRECTORY
C.SYSTEM SEAL AND VINYL INSTITUTIONAL NAMES AT LEVEL 1 ELEVATOR LOBBY
D.ENTRY CANOPY SEAL, STAINLESS STEEL LETTERING
E.SYSTEM NAME AT INTERIOR LOBBY RECEPTION DESK, STAINLESS STEEL LETTERS
F. TWO EXTERIOR FLAGPOLES, LOCATED AT SOUTHWEST CORNER OF SITE
G.PROVIDE POWER, LIGHTING, AND ROUGH-IN FOR AV/DATA AT THE FOLLOWING
LOCATIONS:
i.LEVEL 1 LOBBY - TECHNOLOGY/DIGITAL WALL IN LOBBY
ii.LEVEL 1 & 2 LOBBY, ELEVATOR AREA, NORTH WALL
iii.LEVEL 1 AND LEVEL 2 LOBBY WALLS, AND SOUTH WALL OF BOARD ROOM
iv.BOARD ROOM, WEST WALL AND SOUTH WALL
v.LEVELS 11-16, ELEVATOR LOBBY
vii.LEVELS 11-16, NORTH WALL, BOTH SIDES OF THE ELEVATOR LOBBY
ALTERNATE NUMBER 15: PROVIDE INTERACTIVE WHITEBOARDS IN LIEU OF
MARKERBOARD IN ITL TEAM ROOM AND ODOP EMERGENCY OPERATIONS CENTER.
ALTERNATE NUMBER 16: PROVIDE ONE IP VIDEO SECURITY CAMERA AT BASEMENT
LEVEL FIRE SERVICE ACCESS LOBBY.
ALTERNATE NUMBER 17: PROVIDE SECURITY INTERCOM STATION AT BASEMENT LEVEL
FIRE SERVICE ACCESS LOBBY.
ALTERNATE NUMBER 18: SECURITY
A. PROVIDE SURVEILLANCE CAMERA AT LEVEL 16 RECEPTION LOBBY 16.101.
B.PROVIDE REMOTE LOCKDOWN OF THREE CARD ACCESS CONTROLLED LOBBY-TOSUITE DOORS ON LEVEL 16, INITIATED FROM RECEPTION DESK.
C.PROVIDE SURVEILLANCE WORKSTATIONS FOR STAFF TO MONITOR CAMERA IN LEVEL 16 RECEPTION LOBBY
ALTERNATE NUMBER 19: PROVIDE SOUND MASKING SYSTEM THROUGHOUT OFFICE
LEVELS 11 THROUGH 16.
ALTERNATE NUMBER 20: PROVIDE CABLE TRAYS AT LEVELS 2, 11-16, AND 19 FOR
HORIZONTAL DISTRIBUTION OF LOW-VOLTAGE CABLING
ALTERNATE NUMBER 21: PROVIDE EZ-PATH FIRESTOPPING FLOOR PENETRATIONS
BETWEEN IT ROOMS FOR VERTICAL DISTRIBUTION OF CABLING.
ALTERNATE NUMBER 22: PROVIDE BACK-PAINTED GLASS FINISH WITH STAINLESS STEEL
DETAILS AT SUSPENDED MONITOR ENCLOSURES IN BOARD ROOM IN LIEU OF PAINTED GYPSUM BOARD FINISH.
VOLUME 1 - GENERAL
VOLUME 2 - CIVIL / LANDSCAPE / STRUCTURAL
Replacement Office Building
7 7 32 ROBERT MEASE STAT TEX E F O AS REGISTERED ARCHITEC T Firm Registration No. 958 Page Southerland Page, Inc. 4-21-2015 FILE NAME: USER NAME: DATE STAMP: CODE CONSULTANT AON FIRE PROTECTION ENGINEERING CORP 700 EAST SONTERRA BLVD SUITE 1212 210-495-8048 SAN ANTONIO, TX 78258 MEP ENGINEERS PAGE SOUTHERLAND PAGE 1100 LOUISIANA SUITE 1 713-871-8484 HOUSTON, TX 77002 Page Southerland Page, Inc. pagethink.com TEL FAX ARCHITECTURE ENGINEERING INTERIORS CONSULTING Austin / Dallas / Denver / Houston Washington DC / International Affiliate Offices TECHNOLOGY/SECURITY CONSULTANT DATACOM DESIGN GROUP 3500 JEFFERSON ST SUITE 300 512-478-6001 AUSTIN, TX 78731 ELEVATOR CONSULTANT PERSOHN HAHN ASSOCIATES, INC. 494 S. SEQUIN AVE SUITE 204 830-626-3980 NEW BRAUNFELS, TX 78130 CIVIL ENGINEER PAGE SOUTHERLAND PAGE 500 W. CESAR CHAVEZ ST FIFTH FLOOR 512-472-6721 AUSTIN, TX 78701 STRUCTURAL ENGINEER ROGERS MOORE 221 WEST 6TH ST SUITE 800 512-330-1270 AUSTIN, TX 78701 400 W. Cesar Chavez Street Fifth Floor Austin, TX 78701 512 472 6721 512 477 3211 P a g e P r o je c t N u m b e r COST ESTIMATING SUNLAND GROUP 1033 LA POSADA DRIVE SUITE 370 512-494-0208 AUSTIN, TX 78752 PARKING CONSULTANT WALTER P. MOORE 1845 WOODALL RODGERS FWY SUITE 1650 214-740-6220 DALLAS, TX 75201 CONSTRUCTION MANAGER DPR CONSTRUCTION 9606 MOPAC EXPY N. SUITE 300 512-345-7699 AUSTIN, TX 78759 SIGNAGE & WAYFINDING DYAL AND PARTNERS 1801 LAVACA ST SUITE 115 512-810-3311 AUSTIN, TX 78731 LIGHTING CONSULTANT ARCHILLUME LIGHTING DESIGN, INC. 3701 EXECUTIVE CENTER DR SUITE 215 512-346-1386 AUSTIN, TX 78731 LANDSCAPE ARCHITECT CKLA 2905 OAK CREST AVE AUSTIN, TX 78704 512-445-0431 FFE CONSULTANT LAUCKGROUP 106 EAST 6TH ST SUITE 700 512-479-0337 AUSTIN, TX 78701 ELECTRICAL ENGINEER CNG ENGINEERING, PLLC 1971 N. NEW BRAUNFELS AVE SUITE 201 210-224-8841 SAN ANTONIO, TX 78208 REGISTERED ACCESSIBILITY SPECIALIST ALTURA SOLUTIONS, L.P. 3800 N. LAMAR BLVD SUITE 730-146 512-569-1424 AUSTIN, TX 78756 W:\114023\114023-mengland-INTERIORS.RVT 4/21/2015 1:53:30 PM
STAGE 3 - CONSTRUCTION
University of Texas System Administration
210 WEST 7TH STREET, AUSTIN, TX. 78701 OFPC PROJECT No. 101-690 1 1 4 0 2 3 Replacement Office Building 02 APRIL 2015 OFPC PROJECT
LIST OF ALTERNATES (See specifications for full descriptions.) ALTERNATE NUMBER 1 ADDITIONAL RESTROOM STALLS, LEVELS 11-19 ALTERNATE NUMBER 2 ADD ONE PARKING PAY STATIONS, WALK-UP ALTERNATE NUMBER 3 ADD TWO IN-LANE PARKING PAY STATIONS, TICKET DISPENSERS, AND PARKING FEE COMPUTER ALTERNATE NUMBER 4 PROVIDE STANDARD WEIGHT SPRINKLER PIPING IN LIEU OF LIGHTWEIGHT PIPING (DYNA-FLO
RAMP UP 8" 8" 2" 2" 2" 2" RAMP UP SLOPEDN 1 S-205 2 S-410 11 S-410 3 S-311 5 S-311 10 S-411 1 0 S L A B 1 0 S L A B 1 1 2 2 3 3 4 4 5 5 6 6 7 7 A A B B E E F F G G 2 S-203 2 S-202 2 S-200 S8x18.4 S8x18.4 LINK BEAM REF S-203 PROPERTY LINE PROPERTY LINE PROPERTY LINE 1 0 S L A B S-101-A 2 1 0 S L A B 3 0 6 3 0 6 3 0 6 3 0 6 3 0 6 2 0 2 2 3 6 6 6 6 6 6 6 6 6 6 6 5 3 6 6 6 6 3 0 6 6 6 6 5 3 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 RAMP DN 8 S-414 11 S-412 12 S-412 2 S-416 14'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 80 3 63 2 76 2 93 1 50 6 6 6 6 6 6 6 6 6 6 6 6 1 2 5 6 6 6 6 6 6 6 4 0 5 3 6 6 6 6 6 6 6 6 6 6 4 0 5 3 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 1 8 6 6 6 6 6 6 6 6 6 6 6 S-411 1'-6"8'-0" 95 81 0 16'-0" TO CURB 6'-0" TO CURB 4'-0" TO STONE LEDGE -7'-0" TO STONE LEDGE -6'-0" TO STONE LEDGE -5'-0" TO STONE LEDGE -2'-8" TO STONE LEDGE -2'-3" TO STONE LEDGE 1'-4" 1 S-411 2 S-411 8 S-411 S-411 S-445 1 S-417 2 S-417 4 S-417 22 1 2 DIM TO EDGE OF CURB AT STONE DIM TO EDGE OF CURB DIM TO EDGE OF CURB AT METAL PANELS 2 S-411 5 S-311 11 S-411 15 S-411 B 11 S-411 B 6" CURB, REINF WITH #4@12 HORIZ AND #5@12 VERT 8" CURB, REINF WITH # 4@12 HORIZ AND #5@ 12 VERT 20 1 2 1PT43 1 P T 0 2 1 P T 0 1 1 P T 0 3 1 P T 0 4 L O W 1 P T 0 9 SIM 1 P T 1 2 1 P T 1 6 1 P T 2 1 SIM 1 M B 1 0 1 P T 1 0 1 P T 1 4 1 P T 1 3 1 P T 1 8 7 S-410 REF NOTE 8 ON S-101 FOR SHADED AREAS 1PT44 3 0 6 6 6 6 5 3 6 2 0 3 12 S-417 12 S-417 11 S-417 11 S-417 11 S-417 14 S-417 1PB08 1PB08 1PB08 1MB01 1PB07 1PB07 1PB07 1PB07 1PB08 1PB08 1PB08 1PB08 1MB32 1PB09 1PB09 1PB09 1PB10 1PB10 1PB10 1PB10 1PB01 1PB01 1PB02 1PB02 1PB11 1PB11 1PB11 1PB11 1PB12 1PB12 1PB12 1PB12 1PB03 1PB03 1PB19 1PB19 1PB19 1PB19 1PB18 1PB18 1PB18 1PB18 1PB50 1PB50 2'-2 1/2" 1 M B 1 4 1 M B 1 4 1MB04 1MB05 1MB06 # 6 @ 1 2 T O P A N D B O T # 8 @ 6 T O P A N D B O T #4@12" TOP AND BOT #4@12" TOP AND BOT # 6 @ 1 2 T O P A N D B O T 14 S-411 GPB08 1PB72 1PB72 1PB72 1PB72 1PB70 1PB70 1PB70 1PB70 1 P T 1 9 1MB07 1MB08 C C S8x18.4 86 86 16 18 13 1 29 #4@12" TOP AND BOT 2'-0 1/2" 20 1 / 2 2'-0 1/2" 10'-0" 3 5 3 6 6 6 6 3 0 6 6 6 6 5 3 3 1MB50 1PB26 1PB26 1MB51 1MB52 1MB53 2 0 5 3 6 6 6 6 3 0 6 6 6 6 5 3 1PB50 1PB50 1MB19 1 M B 1 1 1MB42 TOP OF SLAB 2'-0" TOP OF SLAB 2'-0" TOP OF SLAB -2'-0" 1 P T 1 7 1PB07 1PB07 1PB07 1PB07 1 49 1 P T 2 0 L O W H G H 1MB09 1 M B 1 2 1 M B 1 2 1PB26 1PB26 1PB26 1 P T 2 2 TOP OF SLAB -2'-0" TOP OF SLAB 5'-0" TOP OF SLAB 2'-0" TOP OF SLAB -2'-0" TOP OF TOPPING SLAB ELEVATION VARIES, REF ARCH. TOPPING SLAB THICKNESS SHALL BE MINIMUM OF 4" THICK AND MAXIMUM OF 6" THICK REINFORCE WITH #4 AT 12" EA WAY 9 S-416 9 S-416 9 S-416 SIM 7 S-416 11 S-416 2 S-411 S-417 16 26 12 S-412 SIM 1 M B 4 1 1 M B 4 0 20 1 2 20 1 / 2 TOP OF SLAB -1'-9" 1 M B 3 3 1'-6" 8'-0" 23 1 2 19'-7" 1'-1 1/2" 2'-11" 18 1 97 1'-4 1/2" 20 TOP OF SLAB -2'-8" TOP OF SLAB -2'-8" 1 1 13 S-417 1 16 S-417 1 15 S-417 1 1 1 15 S-417 16 1 12 6'-6" 15'-5 1/2" 2'-10"9'-4 1/4" 48 8 18 2'-4 7/8"3'-1 1/8" 1 49 ELEV MNFR COORD WITH TO LEDGE -1'-9" TO LEDGE -0'-7" TO LEDGE 1'-4" TO LEDGE 3'-4" TO STONE LEDGE 3'-10" TO STONE LEDGE 3'-10" TO STONE LEDGE -2'-3" TO CURB 7'-0" TO CURB 6'-0" 23 1 2 5/8"x4" CURB TO LEDGE -2'-0" 1 1 1 1 1MB03 1MB13 1PB13 16 18 18 16 1PB50 10 S-501 6 S-501 6 S-411 1 1'-3" 1 1 1 1 3 0 6 3 0 6 3 0 6 3 0 6 3 0 6 3 0 1PB71 1PB71 1PB71 1PB71 1PB71 1 1 1 3 5 3 6 3 0 3 0 6 2 0 3 4 5 3 4 0 15 S-416 1'-3" 1'-3" 15 S-416 1 1PB50 1 M B 0 2 1'-6" 1 1MB68 1MB68 1 1MB67 1MB66 1 1MB65 1 1 M B 7 5 1 M B 7 4 1MB64 1 1MB72 1MB73 1 1MB70 1MB71 1 1 M B 6 9 H I G H 1 M B 6 9 L O W 1 1 M B 6 9 H G H 1 M B 6 9 L O W GPB08 GPB08 GPB08 1 6 4 0 S-416 TO CURB 6'-0" 2 2 1 84 1 2 88 5 8 2 8" CURB, REINF WITH #4@12 HORIZ AND #5@12 VERT REF ARCH FOR LOCATION TO CURB 6'-0" 2 16 1 3 2 2 2 4'-0"2'-0" 26 32 3 3 TOP OF SLAB -2'-0" TOWER CRANE FOUNDATION, BY CRANE SUPPLIER 14 S-422 26 1 2 20'-8" 4'-4" 4 4 HSS 6x4x1/4POSTS AT LOUVERS. COORD LOCATION WITH LOUVER MNFR (TYP) 4 3'-4" 6'-11" 10" 19 4 4 4 8'-9" TO SLAB -2'-1" 4 1 S-205 14 S-410 1 1 2 2 3 3 A A B B 2 S-412 4 0 6 6 6 6 6 6 6 6 6 6 4 4 S-411 3 00 16 18 18 TOP OF SLAB 4'-0" 4 S-417 GPB02 GPB02 GPB02 GPB02 GPB01 GPB01 GPB01 GPB01 GMB34 GMB35 GPB03 GPB03 GPB03 GPB03 GMB35 0 12 S-420 2 0 4 3 6 6 6 6 6 6 6 6 6 6 5 6 3 00 G P T 9 3 C C 14 S-420 TOP OF SLAB 5'-7" 10'-0" 4 6 7 S8x18.4 S8x18.4 S8x18.4 S8x18.4 TOS=6'-0" TOS=26'-0" TOS=6'-0" TOS=26'-0" TOS=6'-0" TOS=26'-0" TOS=6'-0" TOS=26'-0" PLAN NOTES: 1. HSS COLUMNS SHALL EXTEND FROM THE TOP OF LEVEL 1 TO THE BOTTOM OF LEVEL 2 AND FROM THE TOP OF LEVEL 2 TO THE BOTTOM OF LEVEL 2. ALL HSS COLUMNS SHALL BE HSS6x6x1/2 3. PROVIDE ONE SET OF ELEVATOR DIVIDER BEAMS BETWEEN LEVELS AND 2 AND BETWEEN LEVELS 2 AND 3 4. REFER TO DETAIL 11A/S-411 FOR TYPCIAL COLUMN HEAD TO CONCRETE BEAM CONNECTION 5. REFER TO DETAIL 11B/S-411 FOR TYPCAL COLUMN BASE TO CONCRETE BEAM CONNETION 6. BASE PLATES SHALL BE ORIENTED PARALLEL TO THE SHAFT EDGE 4 E C TOS=6'-0" TOS=26'-0" S8x18.4 ELEV MNFR COORD WITH 10 S-501 6 S-501 4 E C S8x18.4 86 16 1'-6" 8'-0" TOP OF STEEL -7'-5" S 8 x 1 8 4 S 8 x 1 8 4 10 S-501 S-501 1 3/4" Grating ELEV MNFR COORD WITH 6 7 81 0 94 S8x18.4 S8x18.4 1'-6" 8'-0" TOP OF STEEL -9'-6" S 8 1 8 4 S 8 1 8 4 S 8 1 8 4 10 S-501 6 S-501 3/4" DEEP BAR GRATING WITH 1 3/4" DEEPx3/16" BARS SPACED AT 3/16" CENTERS WITH CROSS BARS AT 4". McNICHOLS GW175 OR EQUAL 1 3/4" Grating ELEV MNFR COORD WITH PROFESSIONAL SEALS DESCRIPTION REVISION DATE DATE PROJECT ABBREVIATION CHECKED BY DRAWN BY PROJECT NUMBER ORIGINAL ISSUE SHEET NUMBER B A 1 2 3 4 B 5 6 7 A 8 H 1 2 3 4 G F E 5 6 7 8 H F G E D C D C FILE NAME: USER NAME: DATE STAMP: REVISION HISTORY 9 9 Page Southerland Page, Inc. pagethink.com TEL FA ARCHITECTURE ENGINEERING INTERIORS CONSULTING Austin Dallas Denver Houston Washington DC International Affiliate Offices 400 W. Cesar Chavez Street Fifth Floor Austin, TX 78701 512 472 6721 512 477 3211 UT-ROB STAGE 2D ISSUE FOR PROPOSAL 26 JAN 2015 C:\Revit\M02.14003-00 UT Admin Building.rvt 4/21/2015 4:19:33 PM S-101-A BW M02.14003-00 NEM LEVEL 1 - AREA A Replacement Office Building 210 WEST 7TH STREET, AUSTIN, TX. 78701 OFPC Project No. 101-690 The University of Texas System Administration 1/8" 1'-0" 1 LEVEL 1 - AREA A 1/8" = 1'-0" 2 PARTIAL PLAN AT LEVEL 1 RAMP 1/8" = 1'-0" 3 INTERMEDIATE ELEVATOR GUIDERAIL BRACING PLANS 1/8" = 1'-0" 5 ELEVATOR PLATFORM 1/8" = 1'-0" 6 ELEVATOR PLATFORM 1 1STAGE 2D ADDENDUM 119 FEB 2015 2ASI #7 STAGE 2D 05 MAR 2015 3STAGE 3 CONSTRUCTION02 APR 2015 4STAGE 3 ADDENDUM 121 APR 2015
UP RAMP UP 1 2 2 RAMPDN 1 1 SLOPE 1% SLOPE1% RAMP DN SLOPE TOPPINGSLAB UP RAMP DOWN UP 1 S-205 2 S-410 10 S-410 5 S-410 7 7 8 8 9 9 10 10 11 11 A A B B E E F F G G H H J J 2 S-203 2 S-201 2 S-202 9.5 9.5 S8x18.4 S8x18.4 LINK BEAM REF S-203 PROPERTY LINE PROPERTY LINE PROPERTY LINE 1 0 S L A B HIGH BEAM LOW BEAM S-101-B 2 S-101-B 3 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 2 9 5 6 3 0 6 3 0 6 3 0 6 3 0 6 3 0 6 3 0 6 3 0 6 3 0 6 3 0 6 3 0 6 3 0 6 3 0 6 3 0 3 7 5 3 6 3 0 2 1 3 3 0 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 3 1 8 5 3 6 3 0 2 1 3 3 0 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 3 7 5 3 6 3 0 2 7 4 0 1 6 3 4 0 6 6 6 6 6 6 6 6 6 6 6 6 3 8 S-414 12 S-412 8 S-412 3 S-412 9 S-414 10 S-414 5 S-414 S-416 30'-0" 30'-0" 15'-6" 14'-6" 14'-0" 80 3 63 2 76 2 93 1 50 6 6 6 6 6 6 6 6 6 6 6 6 88 88 TO CURB -2'-0" TO CURB -4'-6" TO LEDGE -5'-8" TO LEDGE -7'-6 TO STONE LEDGE -8'-10" TO STONE LEDGE -8'-0" TO STONE LEDGE -7'-0" 3 S-416 4 S-416 5 S-417 6 S-416 7 S-416 S-416 9 S-416 10 S-416 1'-3" DIM TO EDGE OF CURB AT METAL PANELS 7 S-412 6 S-412 14 S-412 15 S-412 14 S-412 #5@12" TOP AND BOT #7@12" TOP AND BOT REDUCE SPACING OF BOT BARS TO 6" IN AREA OF GREASE TRAP OPENINGS 16 6" CURB, REINF WITH #4@12 HORIZ AND #5@ 12 VERT 1 P T 2 1 1 P T 2 6 1PT50 1PT51 1 P T 2 4 L O W 1 P T 2 7 L O W 1 P T 3 1 L O W 1 P T 2 8 H I G H 1 P T 3 2 H I G H 1MB27H GH MB2 LOW 1MB28H GH 1MB24 OW 1 P T 3 3 1 M B 6 2 1 P T 2 5 11 S-411 B 1PT40 1PT4 1PT42 1PB12 1PB12 1PB12 1PB12 1PB03 1PB03 1MB26LOW 1PB06 1PB17 1PB17 1PB17 1PB17 1PB16 1PB16 1PB16 1PB16 1PB05 1PB15 1PB15 1PB15 1PB15 1PB16 1PB04 1PB23 1PB23 1PB23 1PB23 1PB23 1PB2 1PB24 1PB24 1PB24 1PB25 1PB25 1PB25 PB25 1PB3 1PB30 1PB29 1PB29 1PB 9 1PB13 1PB13 1PB13 1PB13 1PB14 1PB13 1PB14 1PB13 1PB14 1PB13 1PB14 1PB13 1PB14 1PB54 1PB54 1PB55 1PB55 1PB56 1PB56 1PB28 HIGH S-412 S-412 1PB17 1MB36 1MB21 1MB22 1 M B 1 5 1MB20 C C 4 1 -9 7 8 5 5 6 5 3 6 5 3 6 5 3 6 5 3 3 66 10'-2" 1MB37 1MB55 1MB56 1MB57 1MB54 16 20 1MB18 1PB50 1MB17 1PB53 1PB50 1PB50 1PB50 1 P T 3 0 S-201 4 1 M B 1 6 1MB25 LOW 1MB29 HIGH 1MB30 HIGH 1MB31 HIGH 1 P T 2 0 L O W H G H TOP OF SLAB -3'-0" TOP OF SLAB -7'-0" 9 S-416 TOP OF SLAB -2'-0" TO TOPPING SLAB -1'-9" TO TOPPING SLAB 1'-0" 2 -0 1 / 2 12 S-412 SIM 12 S-412 A 1MB53 1 M B 5 8 1 M B 5 9 1 M B 6 0 1 M B 6 1 1'-6" 5 S-411 1PB23 1 M B 1 4 1 M B 1 4 4 0 6 4 0 1 2 16 16 20 4 S-411 TO TOPPING SLAB -2'-0" 7'-10 3/4" 1'-6" 7'-10 3/4" 1'-6" 9'-8" 81 4'-1" 16 16 1 12 19'-9" TO LEDGE -3'-9" TOP OF SLAB -3'-9" 1'-6" 1 P T 2 3 1MB34 1MB35 INSTALL CONTROL JOINTS IN TOPPING SLAB PER SPEC 033000 3.3.B, THEN AFTER A MIN OF 3 MONTHS, FILL JOINTS WITH APPROVED JOINT FILLER 1 1 12" CURB, REINF WITH #4@12 HORIZ AND #5@12 VERT EA FACE 20 1 2 31 0 4'-8" TO SLAB -8'-0" TO LEDGE -2'-0" TO LEDGE -3'-9" 1 1 1 4" THICK TOPPING SLAB REINF WITH #3 AT 12" EA WAY 1 1PB29 1 1 1 P T 2 2 1 1 1 7 S-412 1 1 16 S-417 BEAM NOT DESIGNED TO SUPPORT STAIR LOADS 1PB2 1PB29 1PB 9 1PB29 1PB25 1PB25 1PB25 PB25 1PB3 1PB30 1PB24 1PB24 1PB24 1PB2 1PB2 1PB2 1PB2 1PB24 3 0 6 3 0 6 3 0 6 3 0 6 3 0 6 3 0 6 3 0 6 3 0 6 3 0 6 3 0 6 3 0 6 3 0 6 3 3 1PB23 1PB23 1MB88 1PB23 1PB23 1PB23 6 3 0 6 3 0 6 3 0 6 3 0 6 3 0 1 3 3 2 0 6 3 0 6 3 0 6 3 0 6 3 0 6 3 0 6 3 6 1 1MB85 1MB86 1MB87 3 0 6 3 0 6 3 0 1MB82 1MB83 LOW 1MB84 1MB81 LOW 1MB80 LOW 3 S-411 3-6 8 SUMP PIT TO TOPPING SLAB AT LOW POINT (STRUCTURAL SLAB AT -3'-0") -2'-6" 1 3'-0" 20 ELEC DUCT BANK CONDUIT OPENING, REF 2/S-401 1 NOTCH CONCRETE OVER SCHED BEAM TO CREATE RAMP SLOPE RAMP OVER LOW SLAB SHALL CONSIST OF 4" TOPPING SLAB OVER RIGID POLYSTYRNE REINFORCE WITH #3 AT 12" EA WAY 5 S-416 55 30 26 20 34 2 TO CURB -4'-0" 6" CURB, REINF WITH # 4@12 HORIZ AND #5@ 12 VERT 2 1'-3" 8" CURB, REINF WITH #4@12 HORIZ AND #5@12 VERT TO CURB -5'-0" 2 1'-3" 2 1'-3" TO CURB 0'-0" 6" CURB, REINF WITH 4@12 HORIZ AND #5@ 12 VERT 2 1 3 2 TO STRUCTURAL SLAB -2'-11" TO SLAB -2'-0" 2 8 S-410 7 S-411 2 AREA FOR FUTURE GREASE TRAP MANHOLES OPENINGS 2 3 3 1 P T 2 9 1 00 HSS6x6x3/8 1'-0" 4 TO TOPPING SLAB -2'-8" TO TOPPING SLAB -2'-5" TO TOPPING SLAB -2'-5" 4 TOP OF SLAB -2'-0" 4 3'-2" 11 1/2" 40 1 P B 7 1 4 8 8 9 9 10 10 11 11 E E J J 9.5 9.5 30x30 COL FROM BASEMENT LEVEL TO LEVEL 1, T/COL AT -3'-0" 3 0 2 4 4 0 1 2 3 0 6 3 0 6 3 0 3 3 6 3 0 2 4 4 0 1 2 3 0 6 3 0 6 3 0 3 8 S-412 S-412 9 S-414 10 S-414 5 S-414 9 S-412 9 S-412 10 S-412 S-416 6 S-416 28'-1" 5 S-410 10 S-410 1MB23 LOW MB2 LOW 1 P T 2 4 L O W 1 P T 2 7 L O W 1 P T 3 1 L O W 1PT51 1PT50 1PB54 1PB54 1PB55 1PB55 1PB56 1PB56 1MB87 1MB85 1MB86 1MB25 LOW SIM C C 1 84 1 2 1MB26LOW 1MB82 1MB83 LOW #7@12" TOP AND BOT #4@12" TOP AND BOT 10"SLAB 2'-1" 76 TOP OF SLAB -6'-6" HSS4.000x0.250 HSS4.000x0.250 BP5 1 1MB81 LOW 1MB80 LOW 1 1 DETAIL A S-416 S-410 8 8 9 9 10 10 11 11 E E J J S-201 9.5 9.5 30x30 COL BELOW S-412 9 S-414 10 S-414 5 S-414 22 3 8 S-416 5 S-417 6 S-416 4" THICK SLAB ON HIGH DENSITY POLYSTYRENE FILL. REINFORCE WITH #4@12" EA WAY 10 S-410 1MB 7 H GH 1MB28 H GH 1 P T 2 8 H G H 1 P T 3 2 H I G H 1 P T 3 3 H G H H G H 1PB28 HIGH C C 2'-9" 66 1MB29 HIGH 1MB30 HIGH 1MB31 HIGH DETAIL A S-416 8 8 9 9 10 10 E E J J 9.5 9.5 C C 2 76 9" FLOOR SLAB IS 2", 18GA COMPOSITE METAL DECK WITH 4.5" NWC 1'-8 3/8" TOP OF SLAB 5'-6" 6 72 1 2 9'-8 1/2" 6" 1 05 6 43 6 1'-2 3/8" 49 1 / 2 NOTES: 1. WHERE NOTED THUS "EP", PROVIDE EMBED PL 3/4x11x1'-6" WITH (6) 3/4"Øx5" HSA. SPACE HSA 7" APART. R 2 0 3 ) W 1 0 x 1 2 W10x12 R15 (8) W10x12 R15 (8) W 1 8 x 4 0 R 4 0 1 9 R36 (18) W12x35 C=3/4 W10x30 R15 (15) W12x35 C=3/4 R36 (18) ( 3 W 1 2 1 4 W12x35 R20 EP EP EP EP EP EP S-451 8 S-451 S-451 S-451 51 0 1 2 12 6 7'-3" 1'-3" 3 9 S-451 PROFESSIONAL SEALS DESCRIPTION REVISION DATE DATE PROJECT ABBREVIATION CHECKED BY DRAWN BY PROJECT NUMBER ORIGINAL ISSUE SHEET NUMBER B A 1 2 3 4 B 5 6 7 A 8 H 1 2 3 4 G F E 5 6 7 8 H F G E D C D C FILE NAME: USER NAME: DATE STAMP: REVISION HISTORY 9 9 Page Southerland Page, Inc. pagethink.com TEL AX ARCHITECTURE ENGINEERING INTERIORS CONSULTING Austin Dallas Denver Houston Washington DC nternational Affiliate Offices 400 W. Cesar Chavez Street Fifth Floor Austin, TX 78701 512 472 6721 512 477 3211 UT-ROB STAGE 2D ISSUE FOR PROPOSAL 26 JAN 2015 C:\Revit\M02.14003-00 UT Admin Building.rvt 4/21/2015 4:19:39 PM S-101-B BW M02.14003-00 NEM LEVEL 1 - AREA B Replacement Office Building 210 WEST 7TH STREET, AUSTIN, TX. 78701 OFPC Project No. 101-690 The University of Texas System Administration 1/8" = 1'-0" 1 LEVEL 1 - AREA B 1/8" 1'-0" 2 PARTIAL PLAN AT LEVEL 1 RAMP - 513'-0" ELEV 1/8" 1'-0" 3 PARTIAL PLAN AT LEVEL 1 RAMP - 517'-0" ELEV 1/8" 1'-0" 4 LEVEL 1.5 STAIR LANDING 4 1STAGE 2D ADDENDUM 119 FEB 2015 2ASI #7 STAGE 2D 05 MAR 2015 3STAGE 3 CONSTRUCTION02 APR 2015 4STAGE 3 ADDENDUM 121 APR 2015
RAMP UP 1 S-205 6" SLAB 1 1 2 2 3 3 4 4 5 5 6 6 A A B B E E F F G G 2 S-203 2 S-202 S-200 6 6 6 6 6 6 6 6 6 6 3 0 3 1 5 2 6 3 1 0 6 6 6 6 6 6 6 6 6 6 6 6 3 19 19 S-203 3 S-202 S-200 4 LINK BEAM -SEE S-203 S8x18.4 S8x18.4 HSS10x10x5/16 (TOS=14' 0 1/2")HSS10x10x5/16 (TOS=14' 0 1/2") HSS10x10x5/16 (TOS=11'-6 1/2") W18x35 HSS16x8x3/8 LSH COILING DOOR HEADER (TOS=11'-6") 14'-0" 30'-0" 30'-0" 30'-0" 30'-0" 80 3 63 2 76 2 93 1 50 13 81 0 94 S-445 1 2 K 1 1 2 K 1 1 2 K 1 1 2 K 1 1 2 K 1 1 2 K 1 1 2 K 1 1 2 K 1 1 2 K 1 1 2 K 1 1 2 K 1 1 2 K 1 1 2 K 1 1 2 K 1 1 2 K 1 1 2 K 1 1 2 K 1 1 2 K 1 1 2 K 1 1 2 K 1 3 S-420 S-418 12 S-411 13 GMB35 GMB35 GMB35 12 S-411 11 S-411 CONCRETE BARRIER WALL 4 3 6 6 6 6 6 6 6 6 6 6 5 6 5 S-406 2PB18 2PB18 2PB18 2PB15 2PB16 2PB19 2PB19 2PB19 2PB10 2PB10 2PB10 2PB07 2PB08 2PB11 2PB11 2PB11 2PB06 2PB23 2PB20 2PB20 2PB20 2MB01 2MB01 2MB01 2PB08 2PB24 2PB21 2PB21 2PB21 2PT01 2PT01 2MB02 2MB02 2MB02 2PB03 2PB03 2PB03 GPB03 GPB03 GPB03 GPB03 GPB03 GPB03 GPB03 GPB03 GPB03 GPB03 GPB03 GPB03 2 P T 0 6 2 P T 0 3 2PT37 2PT39 2 P T 0 2 2 P T 0 5 2 P T 0 4 2 P T 0 7 2 M B 1 4 2 P T 0 8 2 P T 1 0 2 P T 0 9 2 P T 1 2 2 P T 1 3 2 P T 1 4 S-420 4 S-420 5 S-420 S-420 1 24 EQEQEQEQEQEQ 4'-10 5/8"4'-10 5/8"4'-10 5/8"4'-10 5/8"4'-10 5/8"5'-4 3/8" 5'-6"5'-6"5'-6"5'-6"5'-6"5'-6"5'-6"5'-6"5'-6"5'-6" S-420 11 S-420 12 S-420 8/S-420 8/S-420 2PT45 2PT40 2MB18 2MB17 15 S-420 10 S-420 50 1 2 2 M B 1 9 2 M B 1 9 15 S-422 2 M B 2 5 2 M B 2 6 2MB30 2MB31 2MB33 GPB22 GPB22 GPB22 GPB22 G P T 9 3 G P T 9 3 G P T 6 8 2MB16 C C 1'-6"8'-0" 86 86 16 S8x18.4 1'-6" 8'-0" 1'-3" 1'-3" 13 13 1'-3" 89 9'-10 1/4" 1'-8" 3 16 13 1 29 1'-3" 14 S-420 16 19 9 6 6 6 6 6 6 6 6 6 5 9 5 1 9 5 3 1 9 5 3 1 9 5 9 5 3 UPTURNED CONC BEAMS 1 49 8" 2 4 3 4 0 3 2 4 3 4 0 3 2 4 3 5 3 3 2 6 6 6 6 6 6 6 6 6 6 4 0 3 0 2PB01 2PB17 2PB09 2PB02 2PB02 2PB22 6 6 6 6 6 6 6 6 6 5 9 5 1 9 5 3 1 9 5 3 1 9 4 6 5 2PT01 2 M B 1 3 2MB11 2 M B 1 0 2 M B 1 0 2MB15 2PT38 2MB12 2 M B 0 9 3 9 3 2 0 6 3 0 3 2MB09 2 M B 3 2 2PB01 S-421 3 S-422 2 S-422 S-422 1 S-422 1 W10x12 W10x12 W10x12 W10x12 W 1 0 x 3 0 W 1 0 x 3 0 W 1 0 3 0 W 1 0 3 0 W 1 0 3 0 11 SPACES @ 4'-0"2'-2 1/4" TO STEEL 12'-5" 1.5" DEEP TYPE B, WR 20 GAGE STEEL ROOF DECK TOP OF STEEL 15'-8" 1 ELEV MNFR COORD WITH 16 1 14 1 1 16 6'-6 1/4" 15'-3 1/2" 2'-10"9'-4 1/4" 2'-4 7/8" 3'-1 1/8" 48 8 18 2PB06 1 1 2PB06 1 W10x12W10x12W10x12 13 S-422 GMB17 3 3 0 6 6 6 6 5 3 6 2 0 3 1 1 1 1 2PB06 2PB06 5 3 6 4 0 2PB06 1 1 2 M B 4 2 2 M B 4 1 1 2MB37 2 M B 3 7 1 1 2MB38 2MB39 2MB39 2MB39 2MB40 1 1 1 2 S-413 1 S-413 S-413 CONCRETE BARRIER WALL, REF1/S-420 2 13 S-420 2 1 24 43 43 CL LITTLE FIELD DOORS 3 S-445 SIM W18x35 10" 19 3'-4" 6'-11" S-445 14 S-422 4 8 S-422 4 1/8:12 13 4 S-422 30 30 30 30 30 HSS3x3x3/8 HSS3x3x3/8 HSS3x3x3/8 HSS3x3x3/8 HSS3x3x3/8 HSS3x3x3/8 18'-2 1/4" 4 4 4 6 F G 8'-2" 6'-8 5/8" 61 0 HSS8x4x3/8 HEADER CHANNEL 10 S-445 11 S-446 14 S-446 2 1/2"Ø PIPE HANGER TO STONE 8'-5 1/4" C H A N N E L S T R N G E R C H A N N E L S T R N G E R B E N T C H A N N E L S T R I N G E R H S S 1 2 6 3 / 8 S T R N G E R B E N T W T 4 9 W T 4 9 W T 4 9 S-446 2 PROFESSIONAL SEALS DESCRIPTION REVISION DATE DATE PROJECT ABBREVIATION CHECKED BY DRAWN BY PROJECT NUMBER ORIGINAL ISSUE SHEET NUMBER B A 1 2 3 4 B 5 6 7 A 8 H 1 2 3 4 G F E 5 6 7 8 H F G E D C D C FILE NAME: USER NAME: DATE STAMP: REVISION HISTORY 9 9 Page Southerland Page, Inc. pagethink.com TEL FA ARCHITECTURE ENGINEERING INTERIORS CONSULTING Austin Dallas Denver Houston Washington DC International Affiliate Offices 400 W. Cesar Chavez Street Fifth Floor Austin, TX 78701 512 472 6721 512 477 3211 UT-ROB STAGE 2D ISSUE FOR PROPOSAL 26 JAN 2015 C:\Revit\M02.14003-00 UT Admin Building.rvt 4/21/2015 4:19:44 PM S-102-A BW M02.14003-00 NEM LEVEL 2 - AREA A Replacement Office Building 210 WEST 7TH STREET, AUSTIN, TX. 78701 OFPC Project No. 101-690 The University of Texas System Administration 1/8" = 1'-0" 1 LEVEL 2 - AREA A 1/8" = 1'-0" 2 GRAND STAIR PLAN 1 1STAGE 2D ADDENDUM 119 FEB 2015 2ASI #7 STAGE 2D 05 MAR 2015 3STAGE 3 CONSTRUCTION02 APR 2015 4STAGE 3 ADDENDUM 121 APR 2015
3" 3 8" 3 3" D 6" SLAB 2 S-413 1 S-413 1 S-413 1 1 2 2 3 3 4 4 5 5 6 6 A A B B E E F F G G 3" SLAB RECESS 3" SLAB RECESS S-203 1 S-202 S-200 1 9 P T 0 6 1 9 P T 0 5 1 9 P T 0 4 1 9 B 0 2 1 9 B 0 1 1 9 P T 0 9 1 9 P T 0 8 1 9 P T 0 7 1 9 P T 1 2 1 9 P T 1 1 1 9 P T 1 0 1 9 P T 1 5 1 9 P T 1 4 1 9 P T 1 3 19PT40 19PB13 19PB13 19PB11 19PT35 19PB16 19PB16 19PB11 19PB11 19PB11 19PB11 19PB11 19PB01 19B07 19PB05 19PB05 19PB05 19PB05 19PB03 19PB03 19PB03 19PB03 19PB03 19PB02 19B08 19B16 19PB17 19PB17 19PB05 19PB05 19PB06 19PB06 19PB06 19PB05 19PB03 19PB03 19PB03 19PB03 19PB03 19PB03 19B08 19B17 19PB08 19PB08 19PB08 19PB05 19PB03 19PB03 19PB03 19PB03 19PB03 19PB04 19B08 19PB08 19PB08 19B13 19PB08 19PB08 19PB08 19PB05 19PB03 19PB05 19PB05 19PB05 19PB05 19PB05 19B09 19PB08 19PB08 19PB11 1 9 P T 0 3 1 9 P T 0 2 1 9 P T 0 1 1 9 P B 2 2 1 9 P B 2 2 19PB14 19PB14 19PB14 19B04 19PB10 19PB10 19PB10 19PB10 19PB10 19PB12 19PB12 19PB10 19PB10 19B10 19B11 10 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 3 0 6 6 6 6 6 6 6 6 6 6 3 0 S8x18.4 S8x18.4 LINK BEAM-SEE S-202 LINK BEAM-SEE S-203 14'-0" 30'-0" 30'-0" 30'-0" 30'-0" 80 3 63 2 76 2 93 1 50 9'-6" 81 0 94 19PB15 19PB15 19B12 19B13 19B13 1 9 B 0 3 3 6 6 6 6 6 6 6 6 6 6 6 6 2 0 19PB05 19B19 19PB21 1 9 P B 2 0 19PT41 1 9 P B 2 0 6 6 6 6 6 6 6 6 6 6 5 3 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 5 3 C C 11 S-415 12 S-415 13 S-415 19PT36 1 S-413 1 S-413 SIM SIM SIM 7 S-413 S-413 12 S-413 11 S-413 3 6 6 19 19 3 3 0 6 2 6 3 6 4 3 20 20 20 19PB17 19PB17 19PB06 19PB06 19PB14 IN THIS AREA, BOTTOM OF PAN FORMED BEAMS ARE 2'-0" BELOW FF. CONTINUE 16" ACROSS ENTIRE BAY. THIS AREA WILL HAVE AN 8" THICK SLAB. 8" SLAB 5" SLAB 1 9 B 0 6 18 1 8'-0 3/4" 15'-5 1/2" 2'-4 7/8"3'-1 1/8" 1 21 0 1 1 36 8 36 3'-10"9'-4 1/4" 3 3 0 6 6 6 6 5 3 6 2 0 19PB25 19PB25 19PB25 19PB25 19PB25 19PB25 1 9 B 1 8 1 9 B 1 8 3 0 6 4 0 1 3x21 BOTTOM OF 19B05 IS FLAT (LOW) FROM GRID 1 TO 3 (-2'-11") 2 10" 19 5 3'-4" 6'-11" 3 19PB15 19PB16 19B05 19PB16 REFERENCE ARCHITECT FINISH DRAWINGS FOR LAYOUT OF FINISH TYPES IN RECESSED AREAS 4 PROFESSIONAL SEALS DESCRIPTION REVISION DATE DATE PROJECT ABBREVIATION CHECKED BY DRAWN BY PROJECT NUMBER ORIGINAL ISSUE SHEET NUMBER B A 1 2 3 4 B 5 6 7 A 8 H 1 2 3 4 G F E 5 6 7 8 H F G E D C D C FILE NAME: USER NAME: DATE STAMP: REVISION HISTORY 9 9 Page Southerland Page, Inc. pagethink.com TEL AX ARCHITECTURE ENGINEERING INTERIORS CONSULTING Austin Dallas Denver Houston Washington DC nternational Affiliate Offices 400 W. Cesar Chavez Street Fifth Floor Austin, TX 78701 512 472 6721 512 477 3211 UT-ROB STAGE 2D ISSUE FOR PROPOSAL 26 JAN 2015 C:\Revit\M02.14003-00 UT Admin Building.rvt 4/21/2015 4:20:19 PM S-119-A BW M02.14003-00 NEM LEVEL 19 AREA A Replacement Office Building 210 WEST 7TH STREET, AUSTIN, TX. 78701 OFPC Project No. 101-690 The University of Texas System Administration 1/8" 1'-0" 1 LEVEL 19 - AREA A 1STAGE 2D ADDENDUM 119 FEB 2015 2STAGE 3 95% CD06 MAR 2015 3STAGE 3 CONSTRUCTION02 APR 2015 4STAGE 3 ADDENDUM 121 APR 2015
S L O P E S L O P E S L O P E S L O P E D 6" SLAB 1 1 2 2 3 3 4 4 5 5 6 6 A A B B E E F F G G 1 S-203 1 S-202 1 S-200 R P T 0 6 R P T 0 5 R P T 0 4 R P T 0 9 R P T 0 8 R P T 0 7 R P T 1 2 R P T 1 1 R P T 1 0 R P T 1 5 R P T 1 4 R P T 1 3 42x21 RB02 RPT41 RPT36 RPB29 RPB29 RPB29 RPB9 RPB9 RPB8 RPB8 RPB8 RPB8 42x21 RB03 RB05 RPB16 RPB16 RPB16 RPB28 RPB4 RPB4 RPB4 RPB10 RPB10 RPB4 RPB4 RPB4 RPB4 RPB3 RB03 RPB4 RB06 RPB4 RPB4 RPB4 RPB10 RPB10 RPB4 RPB4 RPB4 RPB4 RPB4 RB03 RPB4 RPB4 RPB4 RPB4 RPB4 RPB10 RPB10 RPB4 RPB4 RPB4 RPB4 RPB4 RB04 RPB4 RPB4 R P B 3 1 R P B 3 1 RPB17 RPB17 RPB17 RPB17 RPB28 RB17 11x21 RB07 RB08 3 0 6 2 6 3 6 4 3 1 1 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 5 3 LINK BEAM-SEE S-203 LINK BEAM-SEE S-202 S8x18.4 S8x18.4 14'-0" 30'-0" 30'-0" 30'-0" 30'-0" 80 3 63 2 76 2 93 1 50 1'-6"8'-0" 94 81 0 94 BP2 BP2 BP1 BP1 5 S-415 5 S-415 5 S-415 15 S-451 RB10 C C 3 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 4 2 3 0 1'-3" 1'-3" 13 13 13 13 1'-3" CONTRACTOR TO COORDINATE LOCATION OF HOLES IN BEAM TOP AND BOTTOM FLANGES WITH CHILLER AND SPRING ISOLATOR MANUFACTURERS AIR COOLED CHILLERS 23,000 LBS HSS6x6x3/8 POST WITH BP4 BASEPLATE (TYP) TOP OF STEEL = 243'-0" TYP TYP 6'-0"3'-0" 10'-0" TYP 10'-0" 1 29 1 2 42 5 8 10'-0" TYP 10'-0" 1 65 1 2 W10x17 W 1 0 x 1 7 W 1 0 x 1 7 W10x17 W10x17 W10x17 TO CONC 240'-6" TO CONC 239'-6" 5 S-415 SIM TO CONC 240'-6" TO CONC 239'-6" TO CONC 239'-6" TO CONC 239'-6" HOUSEKEEPING PADS FOR ENERGY RECOVERY UNITS -18,000 LBS EACH WINDOW WASHING DAVIT, TYP. REF 14/S-416 TIE BACK, TYP. REF 13/S-416 HSS10x10x3/8 TIE BACK, TYP. REF 9/S415 WINDOW WASHING DAVIT, TYP. REF 14/S-416 TIE BACK, TYP. REF 13/S-416 RPB6 RPB6 R P B 3 5 RPB6 RPB6 RPB7 RPB7 RPB7 R P B 3 5 R P B 3 5 RPB7 S8x18.4 S8x18.4 RPB3 RPB3 RPB4 RB11 RB11 RB11 RPB13 RPB13 RPB13 RPB14 RPB7 RPB7 RPB7 RPB7 RPB7 R P T 0 3 R P T 0 2 R P T 0 1 R P T 4 4 R P T 4 3 R P T 4 2 RPB6 RPB6 RPB6 RPB6 RPB6 RPB6 RPB6 RPB6 RPB6 RPT35 RPT40 R P B 3 0 R P B 3 0 RPB15 R P B 3 5 R P B 3 5 R P B 3 5 RB01 RB15 R B 0 9 68 58 1'-5 1/2" 1 1 8'-0 3/4" 15'-5 1/2" 16 1 14 1 1 36 3'-10"9'-4 1/4" 16 48 8 36 3'-10"1'-8" H S S 2 0 x 1 2 x 1 2 L S H 2 4 40 HSS20x12x1/2 LSH <244'-0"> S-451 S-413 BP3 (TYP) 20 20 3 3 0 6 6 6 6 5 3 6 2 0 RPB15 RPB15 R B 1 6 R B 1 6 RPB15 RPB15 RPB15 4 0 6 3 0 8" WIDE CONC CURB TO CURB = 242'-1" 1 8" WIDE CONC CURB TO CURB = 242'-1" 1 8" WIDE CONC CURB TO CURB 242'-1" 5 S-413 5 S-413 S-413 1 1 1 5 S-413 5 S-413 5 S-413 1 H S S 2 0 x 1 2 x 1 2 L S H < 2 4 40 > R P B 3 5 R P B 3 5 R P B 3 5 R P B 3 5 R P B 3 5 R P B 3 5 R P B 3 5 R P B 3 5 R P B 3 5 R P B 3 5 R P B 3 5 R P B 3 5 R P B 3 5 R P B 3 5 R P B 3 5 R P B 3 5 R P B 3 5 R P B 3 5 R P B 3 5 R P B 3 5 R P B 3 5 R P B 3 5 R P B 3 5 R P B 3 5 R P B 3 5 R P B 3 5 1 1 W10x17 W10x17 W10x17 W 1 0 x 1 7 W 1 0 x 1 7 W10x17 W10x17 W10x17 W10x17 W 1 0 x 1 7 W 1 0 1 7 W10x17 W10x17 W10x17 W 1 0 x 1 7 W 1 0 x 1 7 W10x17 W10x17 2 2 2 2 1 2 3 10" 19 5 3'-4" 6'-11" 11'-0" R P B 3 5 HSS STAIR SUPPORT POSTS, BY STAIR MNFR, REF ARCH 4 4 4 4 4 NOTES THE WINDOW WASHING DAVITS HAVE BEEN DESIGNED FOR AN ULTIMATE LOAD OF 4,800 LBS AT A 6'-6" REACH (ULTIMATE MOMENT OF 31.2 K-FT). LOAD CONDITION OPERATING LOAD ULTIMATE LOAD AXIAL LOAD (LB) 1,200 4,800 MOMENT (KIP-FT) 7.5 31.2 PROFESSIONAL SEALS DESCRIPTION REVISION DATE DATE PROJECT ABBREVIATION CHECKED BY DRAWN BY PROJECT NUMBER ORIGINAL ISSUE SHEET NUMBER B A 1 2 3 4 B 5 6 7 A 8 H 1 2 3 4 G F E 5 6 7 8 H F G E D C D C FILE NAME: USER NAME: DATE STAMP: REVISION HISTORY 9 9 Page Southerland Page, Inc. pagethink.com TEL FA ARCHITECTURE ENGINEERING INTERIORS CONSULTING Austin Dallas Denver Houston Washington DC International Affiliate Offices 400 W. Cesar Chavez Street Fifth Floor Austin, TX 78701 512 472 6721 512 477 3211 UT-ROB STAGE 2D ISSUE FOR PROPOSAL 26 JAN 2015 C:\Revit\M02.14003-00 UT Admin Building.rvt 4/21/2015 4:20:23 PM S-120-A BW M02.14003-00 NEM ROOF/PENTHOUSE PLAN AREA A Replacement Office Building 210 WEST 7TH STREET, AUSTIN, TX. 78701 OFPC Project No. 101-690 The University of Texas System Administration 1/8" 1'-0" 2 ROOF/PENTHOUSE PLAN - AREA A 1STAGE 2D ADDENDUM 119 FEB 2015 2ASI #7 STAGE 2D 05 MAR 2015 3STAGE 3 CONSTRUCTION02 APR 2015 4STAGE 3 ADDENDUM 121 APR 2015
